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Item 07 Approval to Award Invitation to Bid (ITB) #24-005
City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org STAFF REPORT Meeting Date: April 16, 2024 Item #: 6 Contact Name: Alexis Chentouf, Joyce Tolbert Department Director: Rebecca Roberts Contact Number: Ext. 3111, Ext. 1516 City Manager: Robert Frank Subject: Approval to Award Invitation to Bid (ITB) #24-005 Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project. (Procurement Manager Tolbert) Background Summary: The Project consists of the installation of approximately 4,000 LF of 8” and 6” ductile iron water main and all associated isolation valves, water services, stub-outs, fire hydrants, blow-offs, and connections to existing adjacent water mains, removal and/or grouting; and safe handling and proper disposal of approximately 4,000 LF of 6” asbestos cement water main. Additionally, the work includes the removal and/or grouting of approximately 2,000 LF of 2” galvanized steel water main and all respective appurtenances. Surface restoration of all impacted facilities, including asphalt roadway trench repair, milling, resurfacing, and replacing asphalt, concrete sidewalk and curbing, driveways (concrete, stone, asphalt, pavers), stamped asphalt speed bump crossing, striping, ADA ramps, sodding, landscaping, etc. Demolition, removal and reconnection of water services and meters. Deflection of existing or proposed utilities, testing, disinfection of new pipelines and dewatering as necessary for installation of new pipe and structures, as well as all other work as shown in the Contract Drawings. The project will be completed in accordance with American Rescue Plan Act (ARPA) funding requirements. The ITB was publicly advertised on February 25, 2024, and opened on March 26, 2024. There were a total of five (5) bids received, ranging from $1,633,750.00 to $2,134,413.80. All bids are available in the Finance Department for review. The Utilities and Finance Departments reviewed the bids received and all were considered responsive. Staff recommends awarding ITB #24-005 Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project to the lowest responsive bidder, Cathcart Construction Company, for the base bid in the amount of $1,633,750.00. Staff recommends the City not proceed with the alternate bid based on the escalated unit prices with totals ranging from $1,924,375.00 to $2,563,288.80, which is over the project budget. The City is planning to add the work for the alternate bid to next fiscal year’s Asphalt Paving Projects. The bidders and their bid prices are listed below. Bidder Total Base Bid 1. Cathcart $1,633,750.00 2. Benchmark Construction $1,638,790.00 3. APEC $1,710,195.00 4. Providence Construction $1,824,072.07 5. Midsouth $2,134,413.80 City of Ocoee ▪ 1 N. Bluford Avenue ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org Issue: Should the Honorable Mayor and City Commissioners award the bid for Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project to Cathcart Construction Company—Florida, LLC? Recommendations: Staff recommends the Honorable Mayor & City Commissioners: 1. Award Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project to Cathcart Construction Company – Florida, LLC for the amount of $1,633,750.00, excluding the Add Alternate, and authorize the Mayor, City Clerk, and Staff to execute the required contract documents once the required bonds and insurance are received. 2. Approve to increase the project budget by $180,000 from the Utilities Department's Unrestricted Fund Balance for construction contingencies based on bid pricing and other miscellaneous project expenses. 3. Authorize the City Manager to approve change orders to this contract up to the limit of his purchasing authority for each change order and up to the budgeted amount for this project for all change orders. Attachments: 1. Memo Award Recommendation 2. Bid Tabulation 3. Cathcart Bid Package 4. ITB 24-005 Project Manual 5. Addendum 01 6. Addendum 02 7. Lakewood Rewis Revised Plans Financial Impacts: This project was budgeted for Fiscal Year 2023-2024 for a total amount of $1,928,267, consisting of $1,300,000 from ARPA Funding (120-516-00-6302), $562,500 from Water R+R Fund (410-533-00-6302) and $65,767 from Water Capital Improvements Carry Forward (408-533-00-6302). After design costs of $192,351, the current budget for construction is $1,735,916.00. After City Commision approval of the Staff recommended budget increase for construction contingency of $180,000.00, the new budget for construction will be $1,915,916.00. Type of Item: Consent 3. American Persian Engineering and Construction, LLC 5401 S. Kirkmand Rd #336 Orlando, FL 32819 Base Bid Price: $1,710,195.00 The City has elected not to go with the alternate bid based on the escalated unit prices. The City is planning to add the work for the alternate bid on next fiscal year’s Asphalt Paving Projects. Staff will request the City Commission increase the project budget by $180,000 from Utilities Unrestricted Fund Balance for construction contingency based on bid pricing and other miscellaneous project expenses. The Utilities Department has a good working relationship with the Cathcart Construction Company on multiple projects under contract RFQ #22-005 Continuing Contract to Bid Small Construction Project. BID TABULATION ITB #24-005 LAKEWOOD/REWIS WATER MAIN REPLACEMENT - FEDERAL GRANT FUNDED ARPA PROJECT 3/26/2024 2:00 p.m. BID TAB Acknowledgement of Addendum 1 & 2 Bid Security Company Verification Required Forms DESCRIPTION UNITS EST'D QTY.UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE Mobilization/ Demobilization (5%)Lump Sum 1 $70,000.00 $70,000.00 $50,000.00 $50,000.00 $72,000.00 $72,000.00 $19,200.00 $19,200.00 $72,052.00 $72,052.00 $0.00 $0.00 General Conditions (Administration) Lump Sum 1 $50,000.00 $50,000.00 $20,000.00 $20,000.00 $30,000.00 $30,000.00 $22,950.00 $22,950.00 $43,683.00 $43,683.00 $0.00 $0.00 Maintenance of Traffic Lump Sum 1 $40,000.00 $40,000.00 $45,000.00 $45,000.00 $85,000.00 $85,000.00 $40,920.00 $40,920.00 $33,500.00 $33,500.00 $0.00 $0.00 Erosion Control Lump Sum 1 $15,000.00 $15,000.00 $9,000.00 $9,000.00 $15,000.00 $15,000.00 $8,770.50 $8,770.50 $24,670.00 $24,670.00 $0.00 $0.00 Construction Photographs and Audio - Visual Recording Lump Sum 1 $2,000.00 $2,000.00 $2,500.00 $2,500.00 $2,300.00 $2,300.00 $910.00 $910.00 $4,045.00 $4,045.00 $0.00 $0.00 Survey (Horizontal and Vertical Controls & As- Builts)Lump Sum 1 $20,000.00 $20,000.00 $35,000.00 $35,000.00 $32,000.00 $32,000.00 $42,250.00 $42,250.00 $24,363.00 $24,363.00 $0.00 $0.00 Abandon Existing 6” Asbestos Cement Water Main in Place Linear Feet 3730 $100.00 $373,000.00 $10.00 $37,300.00 $12.00 $44,760.00 $13.70 $51,101.00 $14.82 $55,278.60 $0.00 $0.00 Abandon Existing 4” PVC Water Main in Place Linear Feet 260 $50.00 $13,000.00 $13.00 $3,380.00 $10.00 $2,600.00 $21.00 $5,460.00 $21.78 $5,662.80 $0.00 $0.00 Abandon Existing 2” Galvanized Steel Water Main in Place Linear Feet 1,930 $23.00 $44,390.00 $11.00 $21,230.00 $5.00 $9,650.00 $12.00 $23,160.00 $13.68 $26,402.40 $0.00 $0.00 Removal and Disposal of 6” Asbestos Cement Water Main Linear Feet 20.00 $200.00 $4,000.00 $200.00 $4,000.00 $275.00 $5,500.00 $40.00 $800.00 $256.50 $5,130.00 $0.00 $0.00 Removal and Disposal of 2” Galvanized Steel Water Main Linear Feet 230.00 $25.00 $5,750.00 $15.00 $3,450.00 $30.00 $6,900.00 $31.50 $7,245.00 $41.00 $9,430.00 $0.00 $0.00 Removal and Disposal of 4” PVC Water Main Linear Feet 100.00 $25.00 $2,500.00 $16.00 $1,600.00 $40.00 $4,000.00 $35.50 $3,550.00 $55.62 $5,562.00 $0.00 $0.00 Furnish and Install 4” Dia. DI Water Main Linear Feet 30 $85.00 $2,550.00 $195.00 $5,850.00 $185.00 $5,550.00 $276.70 $8,301.00 $544.69 $16,340.70 $0.00 $0.00 Furnish and Install 6” Dia. DI Water Main Linear Feet 460 $90.00 $41,400.00 $110.00 $50,600.00 $100.00 $46,000.00 $102.90 $47,334.00 $137.04 $63,038.40 $0.00 $0.00 Furnish and Install 8” Dia. DI Water Main Linear Feet 3840 $100.00 $384,000.00 $141.00 $541,440.00 $110.00 $422,400.00 $173.30 $665,472.00 $129.44 $497,049.60 $0.00 $0.00 Connections to 2” GS or PE Water Main Each 7 $3,000.00 $21,000.00 $4,400.00 $30,800.00 $1,600.00 $11,200.00 $1,500.00 $10,500.00 $2,779.70 $19,457.90 $0.00 $0.00 Connections to 4” PVC Water Main Each 2 $90.00 $180.00 $3,400.00 $6,800.00 $1,700.00 $3,400.00 $3,210.00 $6,420.00 $2,376.20 $4,752.40 $0.00 $0.00 Connections to 6” AC Water Main Each 4 $1,300.00 $5,200.00 $11,000.00 $44,000.00 $2,700.00 $10,800.00 $4,420.00 $17,680.00 $8,426.76 $33,707.04 $0.00 $0.00 8” x 6” DI Tee Each 13 $1,135.00 $14,755.00 $2,100.00 $27,300.00 $1,400.00 $18,200.00 $1,050.00 $13,650.00 $1,070.56 $13,917.28 $0.00 $0.00 8” x 4” DI Tee Each 1 $2,000.00 $2,000.00 $2,100.00 $2,100.00 $1,400.00 $1,400.00 $1,010.00 $1,010.00 $970.74 $970.74 $0.00 $0.00 6” x 6” DI Tee Each 3 $1,500.00 $4,500.00 $2,600.00 $7,800.00 $1,300.00 $3,900.00 $860.00 $2,580.00 $900.07 $2,700.21 $0.00 $0.00 4” x 4” DI Tee Each 1 $2,000.00 $2,000.00 $1,800.00 $1,800.00 $1,200.00 $1,200.00 $650.00 $650.00 $605.30 $605.30 $0.00 $0.00 6” x 4” DI Tee Each 1 $2,000.00 $2,000.00 $2,050.00 $2,050.00 $1,300.00 $1,300.00 $810.00 $810.00 $843.54 $843.54 $0.00 $0.00 8” Gate Valve and Box Each 16 $2,800.00 $44,800.00 $3,750.00 $60,000.00 $3,800.00 $60,800.00 $3,470.00 $55,520.00 $2,997.36 $47,957.76 $0.00 $0.00 6” Gate Valve and Box Each 20 $2,300.00 $46,000.00 $2,800.00 $56,000.00 $3,000.00 $60,000.00 $2,690.00 $53,800.00 $2,376.70 $47,534.00 $0.00 $0.00 4” Gate Valve and Box Each 3 $2,000.00 $6,000.00 $2,250.00 $6,750.00 $2,800.00 $8,400.00 $2,300.00 $6,900.00 $2,282.44 $6,847.32 $0.00 $0.00 2” Gate Valve and Box Each 7 $1,500.00 $10,500.00 $1,400.00 $9,800.00 $2,200.00 $15,400.00 $1,390.00 $9,730.00 $1,140.90 $7,986.30 $0.00 $0.00 8” x 6” DI Reducer Each 2 $1,800.00 $3,600.00 $1,925.00 $3,850.00 $1,100.00 $2,200.00 $650.00 $1,300.00 $674.20 $1,348.40 $0.00 $0.00 6” Plug Each 1 $1,000.00 $1,000.00 $1,700.00 $1,700.00 $840.00 $840.00 $310.00 $310.00 $576.42 $576.42 $0.00 $0.00 8” Plug Each 1 $1,000.00 $1,000.00 $1,750.00 $1,750.00 $900.00 $900.00 $410.00 $410.00 $625.18 $625.18 $0.00 $0.00 4” Cap and Blow Off Assembly Including Box Each 1 $3,500.00 $3,500.00 $2,600.00 $2,600.00 $2,200.00 $2,200.00 $1,870.00 $1,870.00 $1,817.52 $1,817.52 $0.00 $0.00 6” Cap and Blow Off Assembly Including Box Each 3 $4,000.00 $12,000.00 $2,100.00 $6,300.00 $2,250.00 $6,750.00 $1,870.00 $5,610.00 $1,872.64 $5,617.92 $0.00 $0.00 No Bid notification received via email on March 22, 2024 Bid Bond Prime Construction Providence Construction Bid Bond ✓ ✓ ✓ Cathcart Construction ✓ Benchmark Construction Midsouth ✓ APEC ✓ Missing E-verify & Sam registration. complete sub list Bid Bond ✓ ✓ 1 BID TABULATION ITB #24-005 LAKEWOOD/REWIS WATER MAIN REPLACEMENT - FEDERAL GRANT FUNDED ARPA PROJECT 3/26/2024 2:00 p.m. 8” x 2” Service Saddle Each 6 $4,000.00 $24,000.00 $720.00 $4,320.00 $1,300.00 $7,800.00 $2,360.00 $14,160.00 $550.20 $3,301.20 $0.00 $0.00 6” x 2” Service Saddle Each 1 $4,000.00 $4,000.00 $1,850.00 $1,850.00 $1,500.00 $1,500.00 $2,230.00 $2,230.00 $1,043.16 $1,043.16 $0.00 $0.00 2” Line Stops Each 14 $3,300.00 $46,200.00 $7,200.00 $100,800.00 $3,800.00 $53,200.00 $8,280.00 $115,920.00 $3,120.00 $43,680.00 $0.00 $0.00 4” Line Stops Each 4 $4,500.00 $18,000.00 $8,100.00 $32,400.00 $4,500.00 $18,000.00 $15,140.00 $60,560.00 $5,195.00 $20,780.00 $0.00 $0.00 6” Line Stops Each 9 $10,000.00 $90,000.00 $8,400.00 $75,600.00 $6,000.00 $54,000.00 $17,100.00 $153,900.00 $5,765.00 $51,885.00 $0.00 $0.00 General DI Fittings Ton 2 $1,000.00 $2,000.00 $7,500.00 $15,000.00 $1,500.00 $3,000.00 $30,320.00 $60,640.00 $15,108.57 $30,217.14 $0.00 $0.00 Fire Hydrant Assembly Each 9 $8,500.00 $76,500.00 $5,600.00 $50,400.00 $8,700.00 $78,300.00 $8,700.00 $78,300.00 $8,259.16 $74,332.44 $0.00 $0.00 2” Air Release Valve Assembly Each 1 $4,300.00 $4,300.00 $6,500.00 $6,500.00 $4,700.00 $4,700.00 $7,490.00 $7,490.00 $5,190.62 $5,190.62 $0.00 $0.00 Double 1” P.E. Service Each 2 $220.00 $440.00 $3,000.00 $6,000.00 $1,700.00 $3,400.00 $1,630.00 $3,260.00 $2,922.72 $5,845.44 $0.00 $0.00 Single 1” P.E. Service Each 18 $1,800.00 $32,400.00 $3,000.00 $54,000.00 $1,600.00 $28,800.00 $1,490.00 $26,820.00 $4,996.36 $89,934.48 $0.00 $0.00 Remove and Replace Concrete Sidewalk 4” ThickSquare Yard 267 $90.00 $24,030.00 $150.00 $40,050.00 $150.00 $40,050.00 $160.90 $42,960.30 $330.44 $88,227.48 $0.00 $0.00 Remove and Replace Concrete Driveways 6” Thick Square Yard 162 $110.00 $17,820.00 $170.00 $27,540.00 $225.00 $36,450.00 $174.00 $28,188.00 $362.85 $58,781.70 $0.00 $0.00 Remove and Replace Driveways Square Yard 20 $150.00 $3,000.00 $625.00 $12,500.00 $350.00 $7,000.00 $340.00 $6,800.00 $436.98 $8,739.60 $0.00 $0.00 Removal and Disposal of Existing Fire Hydrants Each 4 $220.00 $880.00 $1,500.00 $6,000.00 $2,500.00 $10,000.00 $6,540.00 $26,160.00 $1,925.00 $7,700.00 $0.00 $0.00 Removal and Replacement of Asphalt Square Yard 1760 $50.00 $88,000.00 $33.00 $58,080.00 $125.00 $220,000.00 $173.20 $304,832.00 $94.61 $166,513.60 $0.00 $0.00 General Restoration Lump Sum 1 $30,000.00 $30,000.00 $29,000.00 $29,000.00 $50,000.00 $50,000.00 $42,940.00 $42,940.00 $44,557.48 $44,557.48 $0.00 $0.00 Utility Coordination Lump Sum 1 $1,000.00 $1,000.00 $17,000.00 $17,000.00 $25,000.00 $25,000.00 $23,080.00 $23,080.00 $39,870.00 $39,870.00 $0.00 $0.00 TOTAL BASE BID $1,710,195.00 $1,638,790.00 $1,633,750.00 $2,134,413.80 $1,824,072.07 $0.00 3 2 1 Alternate Bid DESCRIPTION EST'D QTY.UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE ALT1: Mobilization / Demobilization and General Requirements and Restoration Lump Sum 1 $20,000.00 $20,000.00 $15,000.00 $15,000.00 $14,500.00 $14,500.00 $126,010.00 $126,010.00 $23,246.25 $23,246.25 $0.00 $0.00 ALT2: 1.5” Milling (Max)Sqaure Yard 9450 $15.00 $141,750.00 $2.10 $19,845.00 $9.00 $85,050.00 $8.50 $80,325.00 $8.86 $83,727.00 $0.00 $0.00 ALT3: 1.5” Resurface Type SP-12.5 Asphalt Paving including Tack Sqaure Yard 9450 $23.00 $217,350.00 $22.00 $207,900.00 $22.00 $207,900.00 $23.00 $217,350.00 $22.13 $209,128.50 $0.00 $0.00 ALT4: Temporary Striping and Thermoplastic Final Striping Lump Sum 1 $30,000.00 $30,000.00 $13,800.00 $13,800.00 $9,800.00 $9,800.00 $5,190.00 $5,190.00 $28,400.00 $28,400.00 $0.00 $0.00 ALT5: Removal and Replacement of Temporary Asphalt on Flewelling Avenue Sqaure Yard 990 $23.00 $22,770.00 $46.00 $45,540.00 $125.00 $123,750.00 $173.20 $171,468.00 $137.13 $135,758.70 $0.00 $0.00 ALT6: Removal and Replacement of Asphalt on Rewis St (Replaces Item No. 47 in Base Sqaure Yard 770 $23.00 $17,710.00 $54.00 $41,580.00 $125.00 $96,250.00 $173.20 $133,364.00 $141.96 $109,309.20 $0.00 $0.00 Alternate Base Bid $449,580.00 $343,665.00 $537,250.00 $733,707.00 $589,569.65 $0.00 TOTAL (With Alternate) $2,159,775.00 $1,982,455.00 $2,171,000.00 $2,868,120.80 $2,413,641.72 $0.00 Total Base Bid minus Item No. 47 $1,622,195.00 $1,580,710.00 $1,413,750.00 $1,829,581.80 $1,657,558.47 $0.00 Total Alternate Bid (Total Base Bid Minus Item No. 47 Plus Alternate Base Bid)$2,071,775.00 $1,924,375.00 $1,951,000.00 $2,563,288.80 $2,247,128.12 $0.00 *Yellow highlighted cells indicates discrepancies on bid form *Bidders listed in alphabetical order. *Missing forms considered a minor irregularity *License check, submitted forms & references verified only on lowest three firms. *Staff recommends only awarding total base bid 2 Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY Improve Safety, Enhance Mobility, Inspire Innovation www.fdot.gov February 29,2024 CATHCART CONSTRUCTION COMPANY - FLORIDA, LLC 1056 WILLA SPRINGS DRIVE WINTER SPRINGS, FLORIDA 32708 RE: CERTIFICATE OF QUALIFICATION The Department of Transportation has qualified your company for the type of work indicated below. FDOT APPROVED WORK CLASSES: DRAINAGE, FENCING, FLEXIBLE PAVING, GRADING, GRASSING, SEEDING AND SODDING, HOT PLANT-MIXED BITUM. COURSES, MINOR BRIDGES, SIDEWALK, CURB & GUTTER, DITCH PAVEMENT, DRIVEWAYS, LIFT STATIONS, RIP RAP, UNDERGROUND UTILITIES (WATER & SEWER) Unless notified otherwise, this Certificate of Qualification will expire 6/30/2025. In accordance with Section 337.14(4), Florida Statutes, changes to Ability Factor or Maximum Capacity Rating will not take effect until after the expiration of the current certificate of prequalification (if applicable). In accordance with Section 337.14(1), Florida Statutes, an application for qualification must be filed within (4) months of the ending date of the applicant’s audited annual financial statements. If the company's maximum capacity has been revised, it may be accessed by logging into the Contractor Prequalification Application System via the following link: HTTPS://fdotwp1.dot.state.fl.us/ContractorPreQualification Once logged in, select "View" for the most recently approved application, and then click the "Manage" and "Application Summary" tabs. The company may apply for a Revised Certificate of Qualification at any time prior to the expiration date of this certificate according to Section 14-22.0041(3), Florida Administrative Code (F.A.C.), by accessing the most recently approved application as shown above and choosing "Update" instead of "View." If certification in additional classes of work is desired, documentation is needed to show that the company has performed such work. All prequalified contractors are required by Section 14-22.006(3), F.A.C., to certify their work underway monthly in order to adjust maximum bidding capacity to available bidding capacity. You can find the link to this report at the website shown above. Sincerely, James E. Taylor II, Prequalification Supervisor Contracts Administration Office JTII Company ID Number: THE E-VERIFY MEMORANDUM OF UNDERSTANDING FOR EMPLOYERS ARTICLE I PURPOSE AND AUTHORITY The parties to this agreement are the Department of Homeland Security (DHS) and (Employer). The purpose of this agreement is to set forth terms and conditions which the Employer will follow while participating in E-Verify. E-Verify is a program that electronically confirms an employee’s eligibility to work in the United States after completion of Form I-9, Employment Eligibility Verification (Form I-9). This Memorandum of Understanding (MOU) explains certain features of the E-Verify program and describes specific responsibilities of the Employer, the Social Security Administration (SSA), and DHS. Authority for the E-Verify program is found in Title IV, Subtitle A, of the Illegal Immigration Reform and Immigrant Responsibility Act of 1996 (IIRIRA), Pub. L. 104-208, 110 Stat. 3009, as amended (8 U.S.C. § 1324a note). The Federal Acquisition Regulation (FAR) Subpart 22.18, “Employment Eligibility Verification” and Executive Order 12989, as amended, provide authority for Federal contractors and subcontractors (Federal contractor) to use E-Verify to verify the employment eligibility of certain employees working on Federal contracts. ARTICLE II RESPONSIBILITIES A. RESPONSIBILITIES OF THE EMPLOYER 1.The Employer agrees to display the following notices supplied by DHS in a prominent place that is clearly visible to prospective employees and all employees who are to be verified through the system: a.Notice of E-Verify Participation b.Notice of Right to Work 2.The Employer agrees to provide to the SSA and DHS the names, titles, addresses, and telephone numbers of the Employer representatives to be contacted about E-Verify. The Employer also agrees to keep such information current by providing updated information to SSA and DHS whenever the representatives’ contact information changes. 3.The Employer agrees to grant E-Verify access only to current employees who need E-Verify access. Employers must promptly terminate an employee’s E-Verify access if the employer is separated from the company or no longer needs access to E-Verify. Page 1 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 Cathcart Construction Company - Florida 1454842 Company ID Number: 4.The Employer agrees to become familiar with and comply with the most recent version of the E-Verify User Manual. 5.The Employer agrees that any Employer Representative who will create E-Verify cases will complete the E-Verify Tutorial before that individual creates any cases. a.The Employer agrees that all Employer representatives will take the refresher tutorials when prompted by E-Verify in order to continue using E-Verify. Failure to complete a refresher tutorial will prevent the Employer Representative from continued use of E-Verify. 6.The Employer agrees to comply with current Form I-9 procedures, with two exceptions: a.If an employee presents a "List B" identity document, the Employer agrees to only accept "List B" documents that contain a photo. (List B documents identified in 8 C.F.R. § 274a.2(b)(1)(B)) can be presented during the Form I-9 process to establish identity.) If an employee objects to the photo requirement for religious reasons, the Employer should contact E-Verify at 888-464-4218. b.If an employee presents a DHS Form I-551 (Permanent Resident Card), Form I-766 (Employment Authorization Document), or U.S. Passport or Passport Card to complete Form I-9, the Employer agrees to make a photocopy of the document and to retain the photocopy with the employee’s Form I-9. The Employer will use the photocopy to verify the photo and to assist DHS with its review of photo mismatches that employees contest. DHS may in the future designate other documents that activate the photo screening tool. Note: Subject only to the exceptions noted previously in this paragraph, employees still retain the right to present any List A, or List B and List C, document(s) to complete the Form I-9. 7.The Employer agrees to record the case verification number on the employee's Form I-9 or to print the screen containing the case verification number and attach it to the employee's Form I-9. 8.The Employer agrees that, although it participates in E-Verify, the Employer has a responsibility to complete, retain, and make available for inspection Forms I-9 that relate to its employees, or from other requirements of applicable regulations or laws, including the obligation to comply with the anti- discrimination requirements of section 274B of the INA with respect to Form I-9 procedures. a.The following modified requirements are the only exceptions to an Employer’s obligation to not employ unauthorized workers and comply with the anti-discrimination provision of the INA: (1) List B identity documents must have photos, as described in paragraph 6 above; (2) When an Employer confirms the identity and employment eligibility of newly hired employee using E-Verify procedures, the Employer establishes a rebuttable presumption that it has not violated section 274A(a)(1)(A) of the Immigration and Nationality Act (INA) with respect to the hiring of that employee; (3) If the Employer receives a final nonconfirmation for an employee, but continues to employ that person, the Employer must notify DHS and the Employer is subject to a civil money penalty between $550 and $1,100 for each failure to notify DHS of continued employment following a final nonconfirmation; (4) If the Employer continues to employ an employee after receiving a final nonconfirmation, then the Employer is subject to a rebuttable presumption that it has knowingly Page 2 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 1454842 Company ID Number: employed an unauthorized alien in violation of section 274A(a)(1)(A); and (5) no E-Verify participant is civilly or criminally liable under any law for any action taken in good faith based on information provided through the E-Verify. b.DHS reserves the right to conduct Form I-9 compliance inspections, as well as any other enforcement or compliance activity authorized by law, including site visits, to ensure proper use of E-Verify. 9.The Employer is strictly prohibited from creating an E-Verify case before the employee has been hired, meaning that a firm offer of employment was extended and accepted and Form I-9 was completed. The Employer agrees to create an E-Verify case for new employees within three Employer business days after each employee has been hired (after both Sections 1 and 2 of Form I-9 have been completed), and to complete as many steps of the E-Verify process as are necessary according to the E-Verify User Manual. If E-Verify is temporarily unavailable, the three-day time period will be extended until it is again operational in order to accommodate the Employer's attempting, in good faith, to make inquiries during the period of unavailability. 10.The Employer agrees not to use E-Verify for pre-employment screening of job applicants, in support of any unlawful employment practice, or for any other use that this MOU or the E-Verify User Manual does not authorize. 11.The Employer must use E-Verify for all new employees. The Employer will not verify selectively and will not verify employees hired before the effective date of this MOU. Employers who are Federal contractors may qualify for exceptions to this requirement as described in Article II.B of this MOU. 12.The Employer agrees to follow appropriate procedures (see Article III below) regarding tentative nonconfirmations. The Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee’s E-Verify case. The Employer agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer agrees to provide written referral instructions to employees and instruct affected employees to bring the English copy of the letter to the SSA. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. Further, when employees contest a tentative nonconfirmation based upon a photo mismatch, the Employer must take additional steps (see Article III.B. below) to contact DHS with information necessary to resolve the challenge. 13.The Employer agrees not to take any adverse action against an employee based upon the employee's perceived employment eligibility status while SSA or DHS is processing the verification request unless the Employer obtains knowledge (as defined in 8 C.F.R. § 274a.1(l)) that the employee is not work authorized. The Employer understands that an initial inability of the SSA or DHS automated verification system to verify work authorization, a tentative nonconfirmation, a case in continuance (indicating the need for additional time for the government to resolve a case), or the finding of a photo mismatch, does not establish, and should not be interpreted as, evidence that the employee is not work authorized. In any of such cases, the employee must be provided a full and fair opportunity to contest the finding, and if he or she does so, the employee may not be terminated or suffer any adverse employment consequences based upon the employee’s perceived employment eligibility status Page 3 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 1454842 Company ID Number: (including denying, reducing, or extending work hours, delaying or preventing training, requiring an employee to work in poorer conditions, withholding pay, refusing to assign the employee to a Federal contract or other assignment, or otherwise assuming that he or she is unauthorized to work) until and unless secondary verification by SSA or DHS has been completed and a final nonconfirmation has been issued. If the employee does not choose to contest a tentative nonconfirmation or a photo mismatch or if a secondary verification is completed and a final nonconfirmation is issued, then the Employer can find the employee is not work authorized and terminate the employee’s employment. Employers or employees with questions about a final nonconfirmation may call E-Verify at 1-888-464-4218 (customer service) or 1-888-897-7781 (worker hotline). 14.The Employer agrees to comply with Title VII of the Civil Rights Act of 1964 and section 274B of the INA as applicable by not discriminating unlawfully against any individual in hiring, firing, employment eligibility verification, or recruitment or referral practices because of his or her national origin or citizenship status, or by committing discriminatory documentary practices. The Employer understands that such illegal practices can include selective verification or use of E-Verify except as provided in part D below, or discharging or refusing to hire employees because they appear or sound “foreign” or have received tentative nonconfirmations. The Employer further understands that any violation of the immigration-related unfair employment practices provisions in section 274B of the INA could subject the Employer to civil penalties, back pay awards, and other sanctions, and violations of Title VII could subject the Employer to back pay awards, compensatory and punitive damages. Violations of either section 274B of the INA or Title VII may also lead to the termination of its participation in E-Verify. If the Employer has any questions relating to the anti-discrimination provision, it should contact OSC at 1-800-255-8155 or 1-800-237-2515 (TDD). 15.The Employer agrees that it will use the information it receives from E-Verify only to confirm the employment eligibility of employees as authorized by this MOU. The Employer agrees that it will safeguard this information, and means of access to it (such as PINS and passwords), to ensure that it is not used for any other purpose and as necessary to protect its confidentiality, including ensuring that it is not disseminated to any person other than employees of the Employer who are authorized to perform the Employer's responsibilities under this MOU, except for such dissemination as may be authorized in advance by SSA or DHS for legitimate purposes. 16.The Employer agrees to notify DHS immediately in the event of a breach of personal information. Breaches are defined as loss of control or unauthorized access to E-Verify personal data. All suspected or confirmed breaches should be reported by calling 1-888-464-4218 or via email at E-Verify@uscis.dhs.gov. Please use “Privacy Incident – Password” in the subject line of your email when sending a breach report to E-Verify. 17.The Employer acknowledges that the information it receives from SSA is governed by the Privacy Act (5 U.S.C. § 552a(i)(1) and (3)) and the Social Security Act (42 U.S.C. 1306(a)). Any person who obtains this information under false pretenses or uses it for any purpose other than as provided for in this MOU may be subject to criminal penalties. 18.The Employer agrees to cooperate with DHS and SSA in their compliance monitoring and evaluation of E-Verify, which includes permitting DHS, SSA, their contractors and other agents, upon Page 4 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 1454842 Company ID Number: reasonable notice, to review Forms I-9 and other employment records and to interview it and its employees regarding the Employer’s use of E-Verify, and to respond in a prompt and accurate manner to DHS requests for information relating to their participation in E-Verify. 19.The Employer shall not make any false or unauthorized claims or references about its participation in E-Verify on its website, in advertising materials, or other media. The Employer shall not describe its services as federally-approved, federally-certified, or federally-recognized, or use language with a similar intent on its website or other materials provided to the public. Entering into this MOU does not mean that E-Verify endorses or authorizes your E-Verify services and any claim to that effect is false. 20.The Employer shall not state in its website or other public documents that any language used therein has been provided or approved by DHS, USCIS or the Verification Division, without first obtaining the prior written consent of DHS. 21.The Employer agrees that E-Verify trademarks and logos may be used only under license by DHS/USCIS (see M-795 (Web)) and, other than pursuant to the specific terms of such license, may not be used in any manner that might imply that the Employer’s services, products, websites, or publications are sponsored by, endorsed by, licensed by, or affiliated with DHS, USCIS, or E-Verify. 22.The Employer understands that if it uses E-Verify procedures for any purpose other than as authorized by this MOU, the Employer may be subject to appropriate legal action and termination of its participation in E-Verify according to this MOU. B. RESPONSIBILITIES OF FEDERAL CONTRACTORS 1.If the Employer is a Federal contractor with the FAR E-Verify clause subject to the employment verification terms in Subpart 22.18 of the FAR, it will become familiar with and comply with the most current version of the E-Verify User Manual for Federal Contractors as well as the E-Verify Supplemental Guide for Federal Contractors. 2.In addition to the responsibilities of every employer outlined in this MOU, the Employer understands that if it is a Federal contractor subject to the employment verification terms in Subpart 22.18 of the FAR it must verify the employment eligibility of any “employee assigned to the contract” (as defined in FAR 22.1801). Once an employee has been verified through E-Verify by the Employer, the Employer may not create a second case for the employee through E-Verify. a.An Employer that is not enrolled in E-Verify as a Federal contractor at the time of a contract award must enroll as a Federal contractor in the E-Verify program within 30 calendar days of contract award and, within 90 days of enrollment, begin to verify employment eligibility of new hires using E-Verify. The Employer must verify those employees who are working in the United States, whether or not they are assigned to the contract. Once the Employer begins verifying new hires, such verification of new hires must be initiated within three business days after the hire date. Once enrolled in E-Verify as a Federal contractor, the Employer must begin verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee’s assignment to the contract, whichever date is later. Page 5 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 1454842 Company ID Number: b.Employers enrolled in E-Verify as a Federal contractor for 90 days or more at the time of a contract award must use E-Verify to begin verification of employment eligibility for new hires of the Employer who are working in the United States, whether or not assigned to the contract, within three business days after the date of hire. If the Employer is enrolled in E-Verify as a Federal contractor for 90 calendar days or less at the time of contract award, the Employer must, within 90 days of enrollment, begin to use E-Verify to initiate verification of new hires of the contractor who are working in the United States, whether or not assigned to the contract. Such verification of new hires must be initiated within three business days after the date of hire. An Employer enrolled as a Federal contractor in E-Verify must begin verification of each employee assigned to the contract within 90 calendar days after date of contract award or within 30 days after assignment to the contract, whichever is later. c.Federal contractors that are institutions of higher education (as defined at 20 U.S.C. 1001(a)), state or local governments, governments of Federally recognized Indian tribes, or sureties performing under a takeover agreement entered into with a Federal agency under a performance bond may choose to only verify new and existing employees assigned to the Federal contract. Such Federal contractors may, however, elect to verify all new hires, and/or all existing employees hired after November 6, 1986. Employers in this category must begin verification of employees assigned to the contract within 90 calendar days after the date of enrollment or within 30 days of an employee’s assignment to the contract, whichever date is later. d.Upon enrollment, Employers who are Federal contractors may elect to verify employment eligibility of all existing employees working in the United States who were hired after November 6, 1986, instead of verifying only those employees assigned to a covered Federal contract. After enrollment, Employers must elect to verify existing staff following DHS procedures and begin E-Verify verification of all existing employees within 180 days after the election. e. The Employer may use a previously completed Form I-9 as the basis for creating an E-Verify case for an employee assigned to a contract as long as: i.That Form I-9 is complete (including the SSN) and complies with Article II.A.6, ii.The employee’s work authorization has not expired, and iii.The Employer has reviewed the Form I-9 information either in person or in communications with the employee to ensure that the employee’s Section 1, Form I-9 attestation has not changed (including, but not limited to, a lawful permanent resident alien having become a naturalized U.S. citizen). f.The Employer shall complete a new Form I-9 consistent with Article II.A.6 or update the previous Form I-9 to provide the necessary information if: i.The Employer cannot determine that Form I-9 complies with Article II.A.6, ii.The employee’s basis for work authorization as attested in Section 1 has expired or changed, or iii.The Form I-9 contains no SSN or is otherwise incomplete. Note: If Section 1 of Form I-9 is otherwise valid and up-to-date and the form otherwise complies with Page 6 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 1454842 Company ID Number: Article II.C.5, but reflects documentation (such as a U.S. passport or Form I-551) that expired after completing Form I-9, the Employer shall not require the production of additional documentation, or use the photo screening tool described in Article II.A.5, subject to any additional or superseding instructions that may be provided on this subject in the E-Verify User Manual. g.The Employer agrees not to require a second verification using E-Verify of any assigned employee who has previously been verified as a newly hired employee under this MOU or to authorize verification of any existing employee by any Employer that is not a Federal contractor based on this Article. 3. The Employer understands that if it is a Federal contractor, its compliance with this MOU is a performance requirement under the terms of the Federal contract or subcontract, and the Employer consents to the release of information relating to compliance with its verification responsibilities under this MOU to contracting officers or other officials authorized to review the Employer’s compliance with Federal contracting requirements. C. RESPONSIBILITIES OF SSA 1.SSA agrees to allow DHS to compare data provided by the Employer against SSA’s database. SSA sends DHS confirmation that the data sent either matches or does not match the information in SSA’s database. 2.SSA agrees to safeguard the information the Employer provides through E-Verify procedures. SSA also agrees to limit access to such information, as is appropriate by law, to individuals responsible for the verification of Social Security numbers or responsible for evaluation of E-Verify or such other persons or entities who may be authorized by SSA as governed by the Privacy Act (5 U.S.C. § 552a), the Social Security Act (42 U.S.C. 1306(a)), and SSA regulations (20 CFR Part 401). 3.SSA agrees to provide case results from its database within three Federal Government work days of the initial inquiry. E-Verify provides the information to the Employer. 4.SSA agrees to update SSA records as necessary if the employee who contests the SSA tentative nonconfirmation visits an SSA field office and provides the required evidence. If the employee visits an SSA field office within the eight Federal Government work days from the date of referral to SSA, SSA agrees to update SSA records, if appropriate, within the eight-day period unless SSA determines that more than eight days may be necessary. In such cases, SSA will provide additional instructions to the employee. If the employee does not visit SSA in the time allowed, E-Verify may provide a final nonconfirmation to the employer. Note: If an Employer experiences technical problems, or has a policy question, the employer should contact E-Verify at 1-888-464-4218. D. RESPONSIBILITIES OF DHS 1.DHS agrees to provide the Employer with selected data from DHS databases to enable the Employer to conduct, to the extent authorized by this MOU: a.Automated verification checks on alien employees by electronic means, and Page 7 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 1454842 Company ID Number: b. Photo verification checks (when available) on employees. 2. DHS agrees to assist the Employer with operational problems associated with the Employer's participation in E-Verify. DHS agrees to provide the Employer names, titles, addresses, and telephone numbers of DHS representatives to be contacted during the E-Verify process. 3. DHS agrees to provide to the Employer with access to E-Verify training materials as well as an E-Verify User Manual that contain instructions on E-Verify policies, procedures, and requirements for both SSA and DHS, including restrictions on the use of E-Verify. 4.DHS agrees to train Employers on all important changes made to E-Verify through the use of mandatory refresher tutorials and updates to the E-Verify User Manual. Even without changes to E-Verify, DHS reserves the right to require employers to take mandatory refresher tutorials. 5.DHS agrees to provide to the Employer a notice, which indicates the Employer's participation in E-Verify. DHS also agrees to provide to the Employer anti-discrimination notices issued by the Office of Special Counsel for Immigration-Related Unfair Employment Practices (OSC), Civil Rights Division, U.S. Department of Justice. 6.DHS agrees to issue each of the Employer’s E-Verify users a unique user identification number and password that permits them to log in to E-Verify. 7.DHS agrees to safeguard the information the Employer provides, and to limit access to such information to individuals responsible for the verification process, for evaluation of E-Verify, or to such other persons or entities as may be authorized by applicable law. Information will be used only to verify the accuracy of Social Security numbers and employment eligibility, to enforce the INA and Federal criminal laws, and to administer Federal contracting requirements. 8.DHS agrees to provide a means of automated verification that provides (in conjunction with SSA verification procedures) confirmation or tentative nonconfirmation of employees' employment eligibility within three Federal Government work days of the initial inquiry. 9.DHS agrees to provide a means of secondary verification (including updating DHS records) for employees who contest DHS tentative nonconfirmations and photo mismatch tentative nonconfirmations. This provides final confirmation or nonconfirmation of the employees' employment eligibility within 10 Federal Government work days of the date of referral to DHS, unless DHS determines that more than 10 days may be necessary. In such cases, DHS will provide additional verification instructions. ARTICLE III REFERRAL OF INDIVIDUALS TO SSA AND DHS A. REFERRAL TO SSA 1. If the Employer receives a tentative nonconfirmation issued by SSA, the Employer must print the notice as directed by E-Verify. The Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee’s E-Verify case. Page 8 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 1454842 Company ID Number: The Employer also agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer agrees to provide written referral instructions to employees and instruct affected employees to bring the English copy of the letter to the SSA. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. 2.The Employer agrees to obtain the employee’s response about whether he or she will contest the tentative nonconfirmation as soon as possible after the Employer receives the tentative nonconfirmation. Only the employee may determine whether he or she will contest the tentative nonconfirmation. 3.After a tentative nonconfirmation, the Employer will refer employees to SSA field offices only as directed by E-Verify. The Employer must record the case verification number, review the employee information submitted to E-Verify to identify any errors, and find out whether the employee contests the tentative nonconfirmation. The Employer will transmit the Social Security number, or any other corrected employee information that SSA requests, to SSA for verification again if this review indicates a need to do so. 4.The Employer will instruct the employee to visit an SSA office within eight Federal Government work days. SSA will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. 5.While waiting for case results, the Employer agrees to check the E-Verify system regularly for case updates. 6.The Employer agrees not to ask the employee to obtain a printout from the Social Security Administration number database (the Numident) or other written verification of the SSN from the SSA. B. REFERRAL TO DHS 1.If the Employer receives a tentative nonconfirmation issued by DHS, the Employer must promptly notify employees in private of the finding and provide them with the notice and letter containing information specific to the employee’s E-Verify case. The Employer also agrees to provide both the English and the translated notice and letter for employees with limited English proficiency to employees. The Employer must allow employees to contest the finding, and not take adverse action against employees if they choose to contest the finding, while their case is still pending. 2.The Employer agrees to obtain the employee’s response about whether he or she will contest the tentative nonconfirmation as soon as possible after the Employer receives the tentative nonconfirmation. Only the employee may determine whether he or she will contest the tentative nonconfirmation. 3.The Employer agrees to refer individuals to DHS only when the employee chooses to contest a tentative nonconfirmation. 4.If the employee contests a tentative nonconfirmation issued by DHS, the Employer will instruct the Page 9 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 1454842 Company ID Number: employee to contact DHS through its toll-free hotline (as found on the referral letter) within eight Federal Government work days. 5.If the Employer finds a photo mismatch, the Employer must provide the photo mismatch tentative nonconfirmation notice and follow the instructions outlined in paragraph 1 of this section for tentative nonconfirmations, generally. 6.The Employer agrees that if an employee contests a tentative nonconfirmation based upon a photo mismatch, the Employer will send a copy of the employee’s Form I-551, Form I-766, U.S. Passport, or passport card to DHS for review by: a.Scanning and uploading the document, or b.Sending a photocopy of the document by express mail (furnished and paid for by the employer). 7.The Employer understands that if it cannot determine whether there is a photo match/mismatch, the Employer must forward the employee’s documentation to DHS as described in the preceding paragraph. The Employer agrees to resolve the case as specified by the DHS representative who will determine the photo match or mismatch. 8.DHS will electronically transmit the result of the referral to the Employer within 10 Federal Government work days of the referral unless it determines that more than 10 days is necessary. 9.While waiting for case results, the Employer agrees to check the E-Verify system regularly for case updates. ARTICLE IV SERVICE PROVISIONS A. NO SERVICE FEES 1. SSA and DHS will not charge the Employer for verification services performed under this MOU. The Employer is responsible for providing equipment needed to make inquiries. To access E-Verify, an Employer will need a personal computer with Internet access. ARTICLE V MODIFICATION AND TERMINATION A. MODIFICATION 1. This MOU is effective upon the signature of all parties and shall continue in effect for as long as the SSA and DHS operates the E-Verify program unless modified in writing by the mutual consent of all parties. 2. Any and all E-Verify system enhancements by DHS or SSA, including but not limited to E-Verify checking against additional data sources and instituting new verification policies or procedures, will be covered under this MOU and will not cause the need for a supplemental MOU that outlines these changes. Page 10 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 1454842 Company ID Number: B. TERMINATION 1.The Employer may terminate this MOU and its participation in E-Verify at any time upon 30 days prior written notice to the other parties. 2.Notwithstanding Article V, part A of this MOU, DHS may terminate this MOU, and thereby the Employer’s participation in E-Verify, with or without notice at any time if deemed necessary because of the requirements of law or policy, or upon a determination by SSA or DHS that there has been a breach of system integrity or security by the Employer, or a failure on the part of the Employer to comply with established E-Verify procedures and/or legal requirements. The Employer understands that if it is a Federal contractor, termination of this MOU by any party for any reason may negatively affect the performance of its contractual responsibilities. Similarly, the Employer understands that if it is in a state where E-Verify is mandatory, termination of this by any party MOU may negatively affect the Employer’s business. 3.An Employer that is a Federal contractor may terminate this MOU when the Federal contract that requires its participation in E-Verify is terminated or completed. In such cases, the Federal contractor must provide written notice to DHS. If an Employer that is a Federal contractor fails to provide such notice, then that Employer will remain an E-Verify participant, will remain bound by the terms of this MOU that apply to non- Federal contractor participants, and will be required to use the E-Verify p rocedures to verify the employment eligibility of all newly hired employees. 4.The Employer agrees that E-Verify is not liable for any losses, financial or otherwise, if the Employer is terminated from E-Verify. ARTICLE VI PARTIES A.Some or all SSA and DHS responsibilities under this MOU may be performed by contractor(s), and SSA and DHS may adjust verification responsibilities between each other as necessary. By separate agreement with DHS, SSA has agreed to perform its responsibilities as described in this MOU. B.Nothing in this MOU is intended, or should be construed, to create any right or benefit, substantive or procedural, enforceable at law by any third party against the United States, its agencies, officers, or employees, or against the Employer, its agents, officers, or employees. C.The Employer may not assign, directly or indirectly, whether by operation of law, change of control or merger, all or any part of its rights or obligations under this MOU without the prior written consent of DHS, which consent shall not be unreasonably withheld or delayed. Any attempt to sublicense, assign, or transfer any of the rights, duties, or obligations herein is void. D.Each party shall be solely responsible for defending any claim or action against it arising out of or related to E-Verify or this MOU, whether civil or criminal, and for any liability wherefrom, including (but not limited to) any dispute between the Employer and any other person or entity regarding the applicability of Section 403(d) of IIRIRA to any action taken or allegedly taken by the Employer. Page 11 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 1454842 Company ID Number: E. The Employer understands that its participation in E-Verify is not confidential information and may be disclosed as authorized or required by law and DHS or SSA policy, including but not limited to, Congressional oversight, E-Verify publicity and media inquiries, determinations of compliance with Federal contractual requirements, and responses to inquiries under the Freedom of Information Act (FOIA). F. The individuals whose signatures appear below represent that they are authorized to enter into this MOU on behalf of the Employer and DHS respectively. The Employer understands that any inaccurate statement, representation, data or other information provided to DHS may subject the Employer, its subcontractors, its employees, or its representatives to: (1) prosecution for false statements pursuant to 18 U.S.C. 1001 and/or; (2) immediate termination of its MOU and/or; (3) possible debarment or suspension. G. The foregoing constitutes the full agreement on this subject between DHS and the Employer. To be accepted as an E-Verify participant, you should only sign the Employer’s Section of the signature page. If you have any questions, contact E-Verify at 1-888-464-4218. Page 12 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 1454842 Company ID Number: Approved by: Employer Name (Please Type or Print) Title Signature Date Department of Homeland Security – Verification Division Name (Please Type or Print) Title Signature Date Page 13 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 USCIS Verification Division 09/30/2019 Matthew Blanton Electronically Signed Cathcart Construction Company - Florida 09/30/2019 Electronically Signed 1454842 Company ID Number: Information Required for the E-Verify Program Information relating to your Company: Company Name Company Facility Address Company Alternate Address County or Parish Employer Identification Number North American Industry Classification Systems Code Parent Company Number of Employees Number of Sites Verified for Page 14 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 Cathcart Construction Company - Florida Cathcart Construction Company - Florida SEMINOLE 237 100 to 499 1454842 2564 Connection Point Oviedo, FL 32765 464740152 1 site(s) Company ID Number: Are you verifying for more than 1 site? If yes, please provide the number of sites verified for in each State: Page 15 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 FL 1 1454842 Company ID Number: Information relating to the Program Administrator(s) for your Company on policy questions or operational problems: Page 16 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 Email Email Email 407629290016 407629290010 Cathy Owen Matthew Blanton 407629290021 Claudia Bosquez 3212034900 4072034900 1454842 Name Name Name 3212034900 Phone Number Phone Number Phone Number Fax Fax Fax cathy@cathcartconstructioncompany.com claudia@cathcartconstructioncompany.com mblanton@cathcartconstructioncompany.com Company ID Number: This list represents the first 20 Program Administrators listed for this company. Page 17 of 17 E-Verify MOU for Employers | Revision Date 06/01/13 1454842 PROJECT MANUAL Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project BID ITB #24-005 February 2024 Prepared by: SP:41154-002STOC:02-14-2024 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 TOC-1 CITY OF OCOEE ITB #24-005 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project TABLE OF CONTENTS DIVISION 0 – BIDDING AND CONTRACT REQUIREMENTS SECTION TITLE 00010 Legal Advertisement 00020 Invitation to Bid 00100 Instructions to Bidders 00200 Information Available to Bidders 00300 Bid Form 00301 Questionnaire 00301A Subcontractor & Supplier List 00302 Compliance with Florida Trench Safety Act 00303 Drug-Free Workplace Certification 00310 E-Verify Certification 00311 SAM Registration 00312 Byrd Anti-Lobbying Certification 00410 Bid Bond 00480 Non-Collusion Affidavit 00480A Conflict of Interest Disclosure Form 00481 Certification of Non-segregated Facilities 00482 Sworn Statement on Public Entity Crimes 00483 Certification of Nondiscriminatory Labor Practices 00484 Certification Regarding Scrutinized Companies’ List 00500 Contract for Construction 00610 Performance Bond 00620 Statutory Payment Bond 00630 Construction Performance and Payment Bonds 00640 Waiver of Right to Claim Against the Payment Bond (Final Payment) 00650 Insurance Certificates 00710 Standard General Conditions of the Construction Contract SP:41154-002STOC:02-14-2024 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 TOC-2 DIVISION 1 – GENERAL REQUIREMENTS 01001 General Requirements 01025 Measurement and Payment 01027 Applications for Payment 01040 Coordination 01340 Shop Drawings, Working Drawings, and Samples 01500 Construction Facilities and Temporary Controls 01505 Mobilization 01720 Project Record Documents DIVISION 2 – TECHNICAL SPECIFICATIONS 02012 Handling and Disposal of Asbestos Cement Pipe 02060 Out-of-Service Utility Piping and Structures 02100 Specific Technical Specifications (Engineering Standards Manual) 03306 Grout-in-Place Pipes to be Abandoned DIVISION 3 – SPECIFIC SPECIFICATIONS 03020 Specific Description of Method of Payments DIVISION 4 – PROJECT DRAWINGS Drawings will be attached at PDF LIST OF APPENDICES APPENDIX “A” – CONTRACT FORMS SECTION 00840 Instructions for Contract Forms FORM 00840 Notice of Award FORM 00841 Notice to Proceed FORM 00842a Change Order - City Commission SP:41154-002STOC:02-14-2024 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 TOC-3 FORM 00842b Change Order - City Manager FORM 00843 Substantial Completion FORM 00844 Non-compliance FORM 00845 Field Order & Directive FORM 00846 Schedule of Values FORM 00847 Proposed Change FORM 00848 Daily Construction Report FORM 00861a Pay App - Application for Payment FORM 00861b Payment Summary FORM 00861c Pay App – Summary of Values FORM 00861d Pay App – Contractor’s Certification of Payment FORM 00863 Final Release of Lien FORM 00864 Shop Drawings FORM 00865 Final Inspection FORM 00868 Request for Info FORM 00879 Waiver & Lien Release FORM 00881 Progress Lien Release FORM 00883 Final Affidavit FORM 00885 Interim Affidavit END OF TABLE OF CONTENTS 00010-1 SECTION 00010 LEGAL ADVERTISEMENT The City of Ocoee, Florida, (“City”) is soliciting sealed bids for the following project ITB #24- 005 Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project. Bids will only be accepted electronically through Bonfire, a free e-Procurement platform, until 2:00 pm, local time, on March 26th, 2024. Bids received after that time or through any other method will not be accepted under any circumstances. Bids that have been timely received will be publicly opened, virtually online and the name of each bidder and price submitted will be read aloud at that time; instructions will be provided at https://www.ocoee.org/959/Public-Bid-Meetings. A non- mandatory Pre-bid Conference will be held at 10:00 a.m. local time on March 12th, 2024, at the City of Ocoee Commissions Chambers, 1 N. Bluford Ave, Ocoee, FL 34761. All questions regarding this ITB shall be in writing and directed to Alexis Chentouf, Purchasing Technician, achentouf@ocoee.org. Prospective Bidders may secure a copy of the documents required for submitting a bid at no charge through Bonfire by accessing the City’s published solicitation page, https://ocoee.bonfirehub.com. For more information, visit https://www.ocoee.org/323/Purchasing. Prospective Bidders will be provided with all information regarding this ITB, addenda, and changes to the project requirements through the Bonfire e-Procurement Platform. Melanie Sibbitt, City Clerk, Orlando Sentinel, February 25th, 2024. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00020-1 SECTION 00020 INVITATION TO BID ITB #24-005 Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project The City of Ocoee, Florida (“City”, “Owner”) is soliciting sealed Bids for the Project ITB #24-005 Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project. The Project is one of the City’s designated utilities projects federal grant funded through the American Rescue Plan Act (ARPA) / Coronavirus State and Local Fiscal Recovery Funds (SLFRF). All procurements by Federal Grant recipients and sub-recipients shall comply with the provisions of 2 C.F.R. Section 200.317 – 327, as applicable. Proper documentation is required by the American Rescue Plan Act, per the federal requirements and corresponding forms. Description of Work: All Work for the Project shall be constructed in accordance with the drawings and specifications and the Contact Documents prepared by Hazen and the City of Ocoee Utilities Department. Bids shall be deemed to include all items necessary for the furnishing, delivering, and installing of all materials, equipment, incidentals, and services, including all labor for the Work which is generally described as the following: A. The Project consists of the installation of approximately 4,000 LF of 8” and 6” ductile iron water main and all associated isolation valves, water services, stub-outs, fire hydrants, blow- offs, and connections to existing adjacent water mains, removal and/or grouting and safe handling and proper disposal of approximately 4,000 LF of 6” asbestos cement water main. Additionally, the work includes the removal and/or grouting of approximately 2,000 LF of 2” galvanized steel water main and all respective appurtenances. Surface restoration of all impacted facilities, including asphalt roadway trench repair, milling, resurfacing, and replacing asphalt, concrete sidewalk and curbing, driveways (concrete, stone, asphalt, pavers), stamped asphalt speed bump crossing, striping, ADA ramps, sodding, landscaping, etc. Demolition, removal and reconnection of water services and meters. Deflection of existing or proposed utilities, testing, disinfection of new pipelines and dewatering as necessary for installation of new pipe and structures and all other work as shown in the Contract Drawings. The project will be completed in accordance with American Rescue Plan Act (ARPA) funding requirements. B. All work must be done in compliance with the City of Ocoee Engineering Standards Manual. See Section 02100. All work activities shall be required to be in accordance with the permits issued by the respective agencies. All work performed will be required to be done while maintaining the functional operation of the existing reclaim mains. C. All labor and material for work is more generally described as the following: • Installation and furnishing of approximately 4,000 LF of 8” DI water main and appurtenances required for an active water main. • Removal and/or grouting of 4,000 LF of 6” AC water main and 2” galvanized Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00020-2 steel water main. • Connections to existing water mains. • Repair/restoration/finishing of all facilities affected by the work. • Sequencing of the work to keep all utilities in service. • Obtaining necessary permits required to perform the work and notifying authorities having jurisdiction prior to any inspection activities of the upgraded system. • Coordination with all utility providers. • Coordination with the Florida Central Railroad (FCEN) for any work within the railroad right-of-way, as required. • Maintaining the work area and site in a clean and acceptable manner. • Protection of finished work and unfinished work. • Repair surfaces that are damaged by new construction activities. • Flush, clean, test and disinfect pipelines. • Prepare and submit as-built record drawings to the Owner. • Restore the site to the original condition or better. • All valves, fittings, hydrants and appurtenances needed to support the water mains installation. • Water meter service connections. • Alternate Bid: Mill and Resurfacing of Flewelling Ave from the intersection of Flewelling and Spring Avenue to the end of the work on Flewelling Ave. Coordinate with the City of Ocoee on milling and resurfacing limits. The City is ONLY accepting electronic solicitation responses online through the City’s Bonfire platform at https://ocoee.bonfirehub.com. This link can also be accessed through the City’s website at https://www.ocoee.org/323/Purchasing under the Current Open Solicitations menu. All Bid submissions for this ITB MUST be submitted electronically through the Bonfire Platform. Bid submissions received in any other format will not be accepted; no paper, fax, or e-mailed submissions will be accepted. There is no charge for bidders to use the Bonfire e-procurement platform. Bonfire platform’s minimum system requirements: Microsoft Edge, Google Chrome, Safari, or Mozilla Firefox. JavaScript and browser cookies must be enabled. Registration with Bonfire is free and is required prior to submitting a bid. It is suggested that prospective bidders register no later than 24 hours in advance of the bid submission deadline to ensure proper registration. Should a Bidder need assistance with registering, please contact the Bonfire Support Desk by emailing support@gobonfire.com. Support by email is provided Monday to Friday from 8:00 a.m. – 8:00 p.m. EST/EDT. Upon completing the registration with Bonfire, bidders will be able to submit a bid securely, any time before the bid submission deadline, at https://ocoee.bonfirehub.com by clicking the “PREPARE YOUR SUBMISSION” under the solicitation. An instructional video is provided for an overview of the submission process. Once the bid has been submitted, the Bidder will receive a date/time stamp confirmation within the Bonfire platform and an email confirmation of the bid submission. Bids submitted on the Bonfire Platform will remain locked and inaccessible by City staff until the bid Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00020-3 deadline. Bidders are encouraged to allow ample time to upload and submit their Bid as the system will automatically lock upon the bid submission deadline. The actual contract award will be made by the Ocoee City Commission at a later date. Please be aware that all City Commission meetings are duly noticed public meetings and all documents submitted to the City as a part of a bid constitute public records under Florida law. Bid Submission Deadline: Bids will only be accepted electronically through the Bonfire Platform until 2:00 p.m., local time, on March 26, 2024. Bidders shall submit one (1) complete electronic copy, preferably in a single file, of their Bid on the Bonfire Platform. Bids must be received by Bonfire no later than the bid submission deadline. It shall be the sole responsibility of the Bidder to have its Bid uploaded and submitted on the Bonfire Platform prior to the due date and time. Any attempt to submit a bid after the submission deadline will not be accepted under any circumstances. Any uncertainty regarding the time a bid is received will be resolved against the Bidder. A virtual public bid opening will be held at approximately 2:01 pm. or as soon thereafter. Once available, the details on how to access the virtual bid opening will be posted in the project file on Bonfire and available on the City’s website at https://www.ocoee.org/959/Public-Bid-Meetings. Deadline for Receipt of Questions: The City will receive questions regarding this ITB only through written inquires directed to Alexis Chentouf, Purchasing Technician at achentouf@ocoee.org OR through the questions and answer section of the project file on Bonfire until March 19, 2024 at 2:00 p.m., local time. Any clarifications/changes will be made by way of written addenda only, issued by Purchasing and posted on Bonfire. Bidders should not contact City staff, with the exception of the Purchasing Technician, or other City consultants for information regarding this ITB before the Bid award date. Any contact with any other member of City Staff, City Commission, or its agents during the solicitation, award, and protest period may be grounds for disqualification. Pre-Bid Conference: A non-mandatory pre-bid conference is scheduled for 10:00 a.m. local time on Thursday, March 12, 2024, at the City of Ocoee Commissions Chambers, 1 N. Bluford Ave, Ocoee, FL 34761. Bid Bond: A certified check or bid bond shall accompany each Bid. The certified check or bid bond shall be for an amount not less than five percent (5%) of the bid price, and shall be made payable to the City of Ocoee as a guarantee that the Bidder will not withdraw for a period of ninety (90) days after bid closing time. Convicted Vendor List (Public Entity Crime). A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a Bid on an award to provide any goods or services to a public entity, may not submit a bid on an award with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a Contractor, Supplier, Subcontractor, or Consultant under a award with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in section 287.017 for Category Two for a period of 36 months from the date of being placed on the convicted vendor list. [See s. 287.133(2)(a), Florida Statutes.] Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00020-4 Florida Public Records Law. In accordance with Chapter 119, Florida Statutes, and, except as may be provided by Chapter 119, Florida Statutes, and other applicable State and Federal Laws, all Bidders should be aware that the Bid and the responses thereto are in the public domain and are available for public inspection. Bidders are requested, however, to identify specifically any information contained in their bids that they consider confidential and/or proprietary and that they believe to be exempt from disclosure, citing specifically the applicable exempting law. All bids received in response to this Invitation to Bid become the property of the City and will not be returned. In the event of an award, all documentation produced as part of the contract will become the exclusive property of the City. Prohibition Against Considering Social, Political or Ideological Interests in Government Contracting: Bidders are hereby notified of the provisions of section 287.05701, Florida Statutes, as amended, that the City will not request documentation of or consider a Bidder's social, political, or ideological interests when determining if the Bidder is a responsible Bidder. Bidders are further notified that the City's governing body may not give preference to a Bidder based on the Bidder's social, political, or ideological interests. The City reserves the right to accept or reject any or all bids, to waive formalities, technicalities or irregularities, to request clarification of information submitted in any bid, or to re-advertise for new bids. The City may accept any item or group of items of any bid, unless the Bidder qualifies its bid by specific limitations. The City may accept one or more bids if, in the City’s discretion, the City determines that it is in the City’s best interest to do so. The City reserves the right to award the contract to the Bidder which, in the City’s sole discretion, is the most responsive and responsible Bidder. The City reserves the right, as an aid in determining which bid is responsible, to require a bidder to submit such additional evidence of Bidder’s qualifications as the City may deem necessary, and may consider any evidence available to the City of the financial, technical, and other qualifications and abilities of a Bidder, including past performance (experience) with the City and others. The City Commission shall be the final authority in the selection of any and all bids. END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-1 SECTION 00100 INSTRUCTIONS TO BIDDERS TABLE OF CONTENTS ARTICLE DESCRIPTION 1 Defined Terms 2 Copies of Bidding Documents 3 Qualifications of Bidders 4 Examination of Contract Documents and Site 5 Availability of Lands for Work, Etc. 6 Addenda and Interpretations 7 Bid Security 8 Contract Time 9 Liquidated Damages and Indemnity 10 Substitute Material and Equipment 11 Subcontractors, Etc. 12 Bid Form 13 Submission of Bids 14 Modification and Withdrawal of Bids 15 Opening of Bids 16 Bids to Remain Open Subject to Acceptance 17 Award of Contract 18 Taxes 19 Organization of Drawings and Specifications 20 Required Disclosure 21 Qualifications of Surety Companies 22 Qualifications Submittals 23 Interpretation of Quantities 24 Drug-Free Workplace 25 Construction Safety 26 Special Warranty, Performance Bond, Insurance and Correction Period Requirements 27 Signing of Agreement 28 Bid Protests 29 Unit Prices Information 30 Licenses and Permits 31 Retainage 32 Stored Material Allowance(s) 33 E-Verify 34 Federal Funding (ARPA) Requirements Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-2 SECTION 00100 INSTRUCTIONS TO BIDDERS ARTICLE 1 - DEFINED TERMS 1.1 Terms used in these Instructions to Bidders that are defined in Section 01001 – General Requirements have the meanings assigned to them in that Section, as supplemented. Terms defined here for general application within the Project Manual are: 1.1.1 "Apparent low Bidder" means the Bidder submitting the lowest bid at the bid opening without correction of numerical discrepancies, consideration of alternates, or determination of responsiveness and responsibility. 1.1.2 “Bidding Documents” consist of the Project Manual and related drawings, both as may be modified by addenda. 1.1.3 “Contract Documents” are described in Section 00500, Article 8, and generally include this complete Project Manual, drawings, any addenda issued by Owner or Engineer, Contractor’s Bid, Notice to Proceed, and documentation submitted by Bidder prior to the Notice of Intent to Award being issued. 1.1.4 “Contractor” refers to the corporation, firm, or person who is authorized to undertake the Work. 1.1.5 “Engineer” refers to the Utilities Director of the City of Ocoee, or his designee, who shall act as Owner’s representative and serves as project engineer for all decisions and actions requiring action by “Engineer.” 1.1.6 “Owner” is the City of Ocoee, Florida. 1.1.7 “Owner’s representative” is the Utilities Director of the City of Ocoee or designee. 1.1.8 “Project Manual” refers to the complete document set, including “Engineering Standards Manual,” issued by Owner, as may be amended, not including the drawings. 1.1.9 “Purchasing Technician” for this project is Alexis Chentouf, Finance Department/Purchasing, City of Ocoee, achentouf@ocoee.org. 1.1.10 "Successful Bidder" means the Bidder to whom Owner awards or expects to award the contract. The apparent low Bidder is not necessarily the successful Bidder. 1.2 The work, as defined in Section 00500 – Scope of Work Agreement, is governed by the requirements of Section 00700 – General Conditions and Section 00800 – Supplemental Conditions. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-3 ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.1 Prospective Bidders may secure a free copy of the documents required for submitting a Bid through the Bonfire platform by accessing the City’s published solicitation page at https://ocoee.bonfirehub.com. Prospective Bidders will be provided with all information regarding this ITB, addenda, and changes to the project requirements through the Bonfire platform; there is no charge to use the Bonfire platform. Partial sets of the documents required for submitting a Bid will not be issued. 2.2 Complete sets of bidding documents shall include 11” x 17” drawings. 2.3 Owner, in making copies of the bidding documents available on the above terms, does so only for the purpose of obtaining bids on the work and does not confer a license or grant for any other use. ARTICLE 3 - QUALIFICATIONS OF BIDDERS Each Bidder shall complete the questionnaire (Section 00301) included in the Bid Form. Owner reserves the right to reject and/or disqualify any Bidder not meeting the Minimum Requirements for this invitation to bid as indicated on the Questionnaire. To demonstrate qualifications to perform the work, each Bidder must be prepared to submit, within seven (7) days of Owner's request, the additional qualifications submittals set forth in Article 22 of the Instructions to Bidders. ARTICLE 4 - EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1 It is the responsibility of each Bidder before submitting a Bid to: (a) examine thoroughly the Contract Documents and other related data identified in the Bidding Documents; (b) visit the site to become familiar with the general and local conditions that may affect cost, progress, performance, or furnishing of the work; (c) consider federal, state, and local laws and regulations that may affect cost, progress, performance, or furnishing of the work; (d) study and carefully correlate Bidder's knowledge and observations with the Contract Documents and such other related data; and (e) promptly notify Purchasing Technician of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in or between the Contract Documents and such other related documents or conditions prior to submitting a bid. 4.2 Information and data shown or indicated in the Contract Documents with respect to existing underground facilities at or contiguous to the site are based upon information and data furnished to Owner and Engineer by owners of such underground facilities or others, and Owner and Engineer do not assume responsibility for the accuracy or completeness thereof. 4.3 Contractor shall perform exploratory excavations for the purpose of locating underground pipelines, conduits, cables or structures in advance of the construction. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-4 4.4 Before submitting a Bid, each Bidder will be responsible for obtaining such additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and underground facilities) at or contiguous to the site or otherwise, which may affect cost, progress, performance, or furnishing of the work, or which relate to any aspect of the means, methods, techniques, sequences, or procedures of construction to be employed by Bidder, and safety precautions and programs incident thereto or that Bidder deems necessary to determine its bid for performing and furnishing the work in accordance with the time, price, and other terms and conditions of the Contract Documents. 4.5 Each Bidder has access to the public portions of the construction area to conduct such examinations, investigations, explorations, tests, and studies as each Bidder deems necessary for submission of a bid. Bidder must fill all holes and clean up and restore the site to its former condition upon completion of such explorations, investigations, tests, and studies. 4.7 The submission of a bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4; that without exception the bid is premised upon performing and furnishing the work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents; that Bidder has given Purchasing Technician written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Contract Documents and the written resolutions thereof by Purchasing Technician are acceptable to Bidder; and that the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the work. 4.8 The submission of the Bid shall be an indication that the Bidder has considered normal local weather conditions (daily and monthly variations) and accounted for these circumstances in the preparation of the bid and schedule of construction. ARTICLE 5 - AVAILABILITY OF LANDS FOR WORK, ETC. 5.1 The lands upon which the work is to be performed, rights-of-way and easements for access thereto, and other lands designated for use by Contractor in performing the work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. 5.2 Each Bidder is instructed to fully acquaint himself or herself with the status of easement acquisitions by the Owner at the time of submission of his or her bid and the possibility that additional parcels may remain to be acquired. The Contractor shall sequence and schedule the work to delay schedule impacts caused by un-acquired easements so as not to interfere with the progress of the work in other areas of the Project. The Owner shall not Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-5 be liable for any damage that may occur to the Contractor for any and all delay through delay of the Owner in securing the necessary right-of-way. The Owner agrees that it shall make every effort to acquire such easements, if any, with all reasonable speed and diligence. ARTICLE 6 - ADDENDA AND INTERPRETATIONS 6.1 Bidders shall promptly notify Purchasing Technician of any ambiguity, inconsistency, or error that they may discover upon examination of the Bidding Documents or the site before submitting a Bid. 6.2 All questions about the meaning or intent of the Bidding Documents shall be submitted to Purchasing Technician in writing by e-mail or through the question and answer section of the project file on Bonfire. Bidders shall not contact other City staff, members of the City Commission, or City s or consultants before the award date with reference to this Invitation to Bid. Any contact with other members of City staff, the City Commission, or their agents or consultants during the bid, award, and protest period may be grounds for Bidder disqualification. 6.3 Submitted questions and their replies considered relevant to other Bidders, if any, shall be published through addenda posted on Bonfire no later than twenty-four (24) hours before bid time. Questions received less than seven (7) calendar days prior to the date for opening of bids may not be answered. Only questions answered by formal written addenda shall be binding. Prospective Bidders are warned that no source other than formal written addenda is authorized to give information supplementing, explaining, or interpreting the Bidding Documents. Failure of any Bidder to receive any such addendum or interpretation shall not relieve such Bidder from its terms and requirements. 6.4 Owner reserves the right to suspend, cancel, or postpone bid opening without prior notice in response to emergencies, loss of and/or unattainable funds, and other unexpected conditions. An addendum will be published at the earliest reasonable opportunity notifying bidders of such an event and the time of any new bid opening date. ARTICLE 7 - BID SECURITY 7.1 Each Bid must be accompanied by Bid Security in the form of a Cashier’s/Certified Check upon an incorporated bank or trust company or a Bid Bond in an amount equal to five percent (5%) of the amount of the bid and submitted on the attached Bid Bond Form. A combination of any of the former is not acceptable. Cash will not be accepted as Bid Security. The Bid Security is submitted as a guarantee that Bidder, if awarded the Contract, will after written notice of such award, enter into a written Contract with the City and as a guarantee that Bidder will not withdraw its Bid for a period of ninety (90) days after the scheduled closing time for the receipt of bids, in accordance with the accepted bid and bid documents. Please note checks will be deposited. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-6 7.2 A copy of the bid security is to be included with the bid submitted electronically Bonfire. The original bid security is to be mailed within five (5) business days after the bid opening to: City of Ocoee, Finance Department/Purchasing, Attention: Alexis Chentouf, Purchasing Technician, 1 N. Bluford Avenue, Ocoee, FL 34761. Failure to provide the original will cause your bid to be deemed non-responsive. 7.3 In the event of withdrawal of said Bid within ninety (90) days following the opening of bids, or Bidder’s failure to enter into said contract with the City or failure to provide the City with other requirements of the Contract Documents or the bid invitation after issuance of Notice of Intent to Award by the City, then such Bidder shall be liable to the City in the full amount of the Bid Security and the City shall be entitled to retain the full amount of the check or to demand from the Surety the penal sum of the bid bond as liquidated damages and not a penalty. 7.4 Surety companies executing bonds shall be duly insured by an insurer or corporate surety and signed by a licensed agent who holds a current Power of Attorney from the surety company issuing the bond. 7.5 The cost of the required bond and required insurance coverage is to be included in Bidder’s overhead and is not eligible for reimbursement as a separate cost by the City. 7.6 The bid security of any Bidder whom Owner believes to have a reasonable chance of receiving the award will be retained by Owner until the City and successful bidder have executed the contract for work or until the ninety-first (91st) day after the bid opening, whichever is earlier. Bid security, in the form of a cashier’s check, of other Bidders will be returned approximately thirty (30) days after the bid opening. Bid security, in the form of a bid bond, will be returned upon request following the same criteria as the cashier’s check. The bid security of the successful Bidder shall be retained until such Bidder has executed the Agreement and furnished the required payment and performance bonds, whereupon the bid security shall be returned. If the successful Bidder fails to furnish the required qualifications or submittals; or fails to execute and deliver the Agreement and furnish the required bonds within ten (10) days of the Notice of Award, Owner may rescind the Notice of Award and the bid security of that Bidder shall be forfeited. ARTICLE 8 - CONTRACT TIME The number of consecutive calendar days within which, or the date by which, the work is to be completed (the Contract Time) is set forth in the Scope of Work Agreement (Section 00500). ARTICLE 9 - LIQUIDATED DAMAGES AND INDEMNITY 9.1 Provisions for liquidated damages are set forth in the Scope of Work Agreement (Section 00500, Article 3). Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-7 9.2 The liquidated damages amount of Section 00500 has been established in accordance with the Florida Department of Transportation’s Standard Specifications for Road and Bridge Construction, 2004 Edition, and supplements and revisions thereto. ARTICLE 10 - SUBSTITUTE MATERIAL AND EQUIPMENT The work, if awarded, shall be awarded on the basis of material and equipment described in the drawings or given in the specifications with consideration of possible substitute items identified by the reference, “or equal.” Whenever it is indicated in the drawings or stated in the specifications that a substitute item of material or equipment may be furnished or used by Contractor, if acceptable to Owner’s representative, then application for such acceptance shall not be considered by Owner’s representative until after the effective date of the Agreement. If a substitution list is provided as part of the prescribed Base Bid Form, Bidders must identify proposed substitute materials. These substitute materials and equipment shall be evaluated after the effective date of the Agreement. Only the proposed alternatives and substitution items listed on the Substitution List shall be evaluated by the Owner’s representative. The cost of changes in related work and/or production of additional drawings that may be required to illustrate or define the alternate equipment and its relationship to the other parts or portions of the work shall be paid by Contractor. No change shall be made in the amount of time in which to complete the work or in the liquidated damages. If the proposed substituted material or equipment is found to be unacceptable to the Owner’s representative as an "equal" item, then the base bid material or equipment named in the specification or City’s Approved Materials List shall be furnished by the Contractor. ARTICLE 11 - SUBCONTRACTORS, ETC. 11.1 Each Bid must identify the names and addresses of the subcontractors listed in the bid form titled, "Subcontractor/Supplier List (Section 00301-A)." If requested by the Purchasing Technician, the Bidder, and any other Bidder so requested, shall, within seven (7) days after the date of the request, submit to Owner an experience statement with pertinent information as to similar projects and other evidence of qualification for each such subcontractor, person, and organization. If Owner or its representative, after due investigation, has reasonable objection to any proposed subcontractor, other person, or organization, then Owner may, before giving the Notice of Award, request Bidder to submit an acceptable substitute without an increase in contract price or contract time. If the Bidder declines to make any such substitution, Owner may elect not to award the work to such Bidder. A Bidder's declining to make any such substitution shall not constitute grounds for sacrificing his bid security. No Bidder shall be required to employ any subcontractor, other person, or organization against whom Bidder has reasonable objection. 11.2 Procedures for approval of other subcontractors after execution of the Agreement are through written submittal to and approval by Owner’s representative. 11.3 Each Bidder must complete the bid form titled, "Subcontractor/Supplier List" (Section 00301-A) listing each item of work to be subcontracted and the estimated not-to-exceed Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-8 cost of these items. (Work in this respect does not include cost paid to suppliers for materials and equipment furnished for this project.) ARTICLE 12 - BID FORM 12.1 The Bid form may not be completed in pencil. All entries on the Bid form shall be legible. The City reserves the right, but does not assume the obligation, to ask a Bidder to clarify an illegible entry on the Bid form. If the Bid form requires that the Bid price, or constituent portions of the Bid price, be stated in unit prices and total price; the unit prices and the total price for the stated number of units identified on the Bid form should be provided by the Bidder and be correctly computed. If there is an arithmetical conflict, between the unit price stated by the Bidder on the Bid form and the total price stated by the Bidder on the Bid form, the unit price stated by the Bidder on the Bid form shall take precedence. The City may unilaterally correct such arithmetical conflict on the Bid form to calculate the total price, utilizing the unit prices that have been identified by the Bidder. The taking of such action by the City shall not constitute grounds for the Bidder to withdraw its bid nor shall it provide a defense constituting discharge of the bid bond. The City reserves the right, but does not assume the obligation, to waive any mistake, omission, error or other irregularity that may appear on the Bid form. However, the City reserves the right to reject as non-responsive Bid forms that are incomplete or contain information that is not required. 12.2 Bids by corporations must be executed in the corporate name by the president or a vice- president (or other corporate officer, if accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary of the corporation. The corporate address and state of incorporation must be shown below the signature. If requested, the person signing a bid for a corporation or partnership must produce evidence satisfactory to Owner of the person's authority to bind the corporation or partnership. If the Bidder is a corporation, and if the bid is executed by someone other than the President or Vice President of the corporation, attach to the bid a certified copy of corporate resolutions of the board of directors of the corporation authorizing the person to execute the bid on behalf of the corporation. 12.3 Bids by partnerships must be executed in the partnership’s name and signed by a partner, whose title must appear under the signature. The official address of the partnership must be shown below the signature. 12.4 All names and titles must be typed or printed below the signature. 12.5 The Bid shall contain an acknowledgment of receipt of all addenda (the numbers of which shall be indicated on the bid form). 12.6 The Bidder’s address to which communications regarding the bid are to be directed must be shown. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-9 12.7 Evidence of authority to conduct business in the State of Florida as an out-of-state corporation shall be provided in accordance with Paragraph 12.2, above. Florida contractor’s license number, if any, must also be shown. 12.8 Bids must be priced on a lump-sum basis for the base contract and include a separate price for each line item, as provided in the bid form. Some line items on the bid form are for unit prices with a bid quantity stated. The actual installed quantity may differ, with the unit price being multiplied by the actual number of units required. However, the Owner reserves the right to renegotiate the unit price whenever the installed quantity is significantly different from the bid quantity. In this context, “significantly different” is defined as being of sufficient magnitude so as to alter the price basis of the materials and/or services supplied to the Contractor, either up or down, for the line item. 12.9 The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on all line items. There is no additional line item on the bid form for these elements of the total price. 12.10 Bids that are incomplete or conditional, or that contain additions not called for, alterations, or irregularities of any kind, may be rejected. 12.11 Indemnification shall be incidental to the contract and no direct pay shall be made for indemnification. 12.12 The Bid price for Mobilization/Demobilization may not exceed five percent (5%) of the Total Bid price less this bid item. ARTICLE 13- SUBMISSION OF BIDS 13.1 All Bids submissions for this ITB MUST be submitted electronically online through the City’s Bonfire Platform https://ocoee.bonfirehub.com. Bid submissions received in any other format will not be accepted; no paper, fax, or e-mailed submissions will be accepted. Bidders shall submit one (1) complete electronic copy, preferably in a single file, of their Bid on the Bonfire Platform. Bids must be received by Bonfire no later than the submission deadline stated in the invitation to bid. Any attempt to submit a bid after the submission deadline will not be accepted under any circumstances. Any uncertainty regarding the time a bid is received will be resolved against the Bidder. It shall be the sole responsibility of the Bidder to have the bid uploaded and submitted on the Bonfire Platform prior to the due date and time. File Uploads – Submission materials should be prepared in the file formats listed under Requested Information for this opportunity in the Bonfire Platform. The maximum upload file size is 1000 MB. Documents should not be embedded within uploaded files, as the embedded files will not be accessible or evaluated. All electronic files uploaded must be in a common format accessible by software programs the City uses. Those common formats are generally described as Microsoft Word (.doc or .docx), Microsoft Excel (.xls or .xlsx), Microsoft Power Point (.ppt or pptx), or Adobe Portable Document Format Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-10 (.pdf). Respondents will not secure, password protect or lock uploaded files; the City must be able to open and view the contents of the file. Respondents will not disable or restrict the ability of the City to print the contents of an uploaded file. Scanned documents or images must be of sufficient quality, no less than 150 dpi, to allow for reading or interpreting the words, drawings, images or sketches. The City may disqualify any Submittal Response that does not meet the criteria stated in this paragraph. 13.2 Each Bid must contain the forms and documents stated in Section 300. 13.3 More than one bid received for the same work from an individual, firm, partnership, corporation, or association under the same or different names shall not be considered. Reasonable grounds for believing that any Bidder is interested in more than one bid for the same work shall cause the rejection of all such bids in which the Bidder has an interest. If there are reasonable grounds for believing that collusion exists among the Bidders, the bids of participants in such collusion shall not be considered. 13.4 Upon completing the registration with Bonfire, bidders will be able to submit a bid securely, any time before the bid submission deadline, at https://ocoee.bonfirehub.com by clicking the “PREPARE YOUR SUBMISSION” under the solicitation. An instructional video is provided for an overview of the submission process. Once the bid has been submitted, the Bidder will receive a date/time stamp confirmation within the Bonfire platform and an email confirmation of the bid submission. Bids submitted on the Bonfire Platform will remain locked and inaccessible by City staff until the bid deadline. Bidders are encouraged to allow ample time to upload and submit their Bid as the system will automatically lock upon the bid submission deadline. The actual contract award will be made by the Ocoee City Commission at a later date. Please be aware that all City Commission meetings are duly noticed public meetings and all documents submitted to the City as a part of a bid constitute public records under Florida law. ARTICLE 14 - MODIFICATION AND WITHDRAWAL OF BIDS 14.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a bid must be executed) and delivered to the place where bids are to be submitted at any time prior to the deadline for submitting bids. A request for withdrawal or a modification must be in writing and signed by a person duly authorized to do so; and, in case it is signed by a deputy or subordinate, the principal’s proper written authority to such deputy or subordinate must accompany the request for withdrawal or modification. Withdrawal of a bid shall not prejudice the rights of a Bidder to submit a new bid prior to the bid date and time. After expiration of the period for receiving bids, no bid may be withdrawn, modified, or explained. 14.2 Within twenty-four (24) hours after bids are opened, any Bidder may withdraw its bid and the bid security shall be returned, provided that Owner is not materially prejudiced, and the Bidder files a duly signed written notice with Owner. Any such withdrawal is conditioned on Bidder demonstrating within forty-eight (48) hours to the reasonable satisfaction of Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-11 Owner that: (a) there has been a material and substantial mistake in the preparation of the bid; (b) the mistake is of such great consequence that to enforce the bid would be unconscionable; and (c) the mistake occurred notwithstanding the exercise of reasonable care in the preparation of the bid. 14.3 Following the 24-hour period during which a bid may be withdrawn as a result of one of the three causes noted above in Section 14.2, bids may not be withdrawn without being subject to the loss of bid security, regardless of the cause, including the discovery of a mistake resulting from Owner’s correcting bid item prices and/or the total bid price. ARTICLE 15 - OPENING OF BIDS 15.1 Except for bids that are facially or patently non-responsive, bids shall be opened publicly and read aloud at the time and place indicated in the Invitation to Bid (Section 00020). 15.2 Owner reserves the right to suspend, cancel, or postpone bid opening without prior notice in response to emergencies, loss of funds, and other unexpected conditions. An addendum will be published at the earliest reasonable opportunity notifying bidders of such an event and the time of any new bid opening date. 15.3 An abstract (tabulation) of the amounts of the bids received will be prepared by the Owner and made available to all Bidders within ten (10) days of the bid opening. Owner reserves the right to modify the bid abstract at any time subsequent to posting in order to reflect issues that may arise up to the time of award. ARTICLE 16 - BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE 16.1 All bids shall remain open for delivery by Owner of the Notice of Award for ninety (90) calendar days after the day of the bid opening. 16.2 Extensions of time when bids shall remain open beyond the ninety (90) day period may be made only by mutual agreement between Owner, the Bidder, and the surety, if any, for the Bidder. ARTICLE 17 - AWARD OF CONTRACT 17.1 To the extent permitted by applicable state and federal laws and regulations and Owner’s purchasing rules and procedures, Owner reserves the right to reject any or all bids, including, without limitation, the right to reject any or all nonconforming, non-responsive, unbalanced, or conditional bids and to reject the bid of any Bidder if Owner believes that it would not be in the best interest of the project to make an award to that Bidder, whether because the bid is not responsive, the Bidder is unqualified or of doubtful skill or ability, the Bidder fails to meet any other pertinent standard or criteria established by Owner, or the bid is irregular. Bids may be considered irregular and subject to rejection if they show serious omission, unauthorized alterations of form, unauthorized alternate bids, incomplete or unbalanced unit prices, excessive loading of project costs on fixed-cost (lump sum) Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-12 components of the work, or other irregularities of any kind. Owner also reserves the right to waive all informalities not involving price, time, or changes in the work, and to negotiate contract terms with the Bidder. (Discrepancies between the multiplication of units of work and unit prices will be resolved in favor of the unit prices.) (Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum.) Bids may be corrected or rejected by Owner at any time prior to award. 17.2 Invited Alternate Bids, if any, that are determined by Owner, in its sole discretion, to be acceptable may be considered in determining the lowest responsive and responsible Bidder. In evaluating bids, Owner may consider the qualifications of the Bidders; and the prescribed requirements, bid alternates, unit prices, and other information, as may be requested in the Bid Form or by other means prior to the Notice of Award. 17.3 The Owner shall award the contract pursuant to applicable law. Owner specifically reserves the right to award the contract to a Bidder other than the lowest responsive Bidder when, in Owner’s sole discretion, Owner determines that action to be in its best interests. Owner, in its sole discretion, reserves the right to reject any and all bids and to waive any informality concerning bids whenever such rejection or waiver is in the best interest of Owner. If all bids exceed the amount of funds estimated by Owner to be available to finance the project, Owner may reject all bids. The Owner reserves the right to rescind any award of a contract if anticipated funding for the project becomes unavailable. The ability of a Bidder to obtain a performance and payment bond shall not be regarded as the sole test of such Bidder's competency or responsibility. Nothing contained herein shall place a duty upon Owner to reject bids or award a contract based upon anything other than its sole discretion, as described herein. By submitting a bid, Bidder recognizes and accepts that Owner may reject the bid based upon the exercise of Owner’s sole discretion, and Bidder waives any claim it might have for damages or other relief resulting from the rejection of its bid based on these grounds. 17.4 Owner may consider the qualifications and experience of subcontractors proposed for those portions of the work for which the identity of subcontractors must be submitted in conformance with Articles 11 and 22 of these Instructions to Bidders (Section 00100). 17.5 Owner may conduct such investigations as Owner deems necessary to assist in the evaluation of any bid and to establish the responsibility, qualifications, and ability of Bidders, proposed subcontractors, and other persons and organizations to perform the work in accordance with the Contract Documents within the prescribed time to Owner's satisfaction. Owner reserves the right to reject the bid of any Bidder that does not pass any such evaluation to Owner's satisfaction. 17.6 The responsive Bidder must complete the bid schedule for the contemplated work. Owner intends to award one (1) contract, if any award is made, to the lowest responsible and responsive Bidder. The Successful Bidder shall be required to perform the Work as a prime contractor. No assignment of the contract shall be allowed without the prior written permission of Owner. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-13 17.7 If a contract is to be awarded, Owner will give the successful Bidder a Notice of Intent to Award not later than ninety (90) days after the date of the bid opening. ARTICLE 18 - TAXES Contractor shall pay all applicable sales, consumer, use, and other similar taxes required by law. Contractor shall comply with all applicable federal, state, and local requirements. ARTICLE 19 - ORGANIZATION OF DRAWINGS AND SPECIFICATIONS Drawings and specifications for the work are incorporated as: 19.1 Project Manual consisting of Division 0 - Bidding and Contract Requirements, Division 1- General Requirements, Division 2- Site Work, Division 3- Concrete, Appendix A- Professional Service Industries’ Report, Appendix B– Ocoee Engineering Standards Manual, Appendix C– Contract Forms. 19.2 Drawings, separately bound and with the general title, “Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project”. 19.3 Technical specifications may also be reflected or identified on the Drawings. ARTICLE 20 - REQUIRED DISCLOSURE 20.1 Any contractor submitting a bid in response to this invitation must execute form PUR. 7068, SWORN STATEMENT UNDER SECTION 287.133(3)(A), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES, including proper check(s), in the space(s) provided, and enclose it with his or her bid. The required disclosure form (Section 00482) must be completed by the appropriate individual within the organization, include a notarized signature of an authorized person, and be provided with the Bid. Corrections to the form will not be allowed after the bid opening time and date. Failure to complete this form in every detail and to submit it with the bid may result in disqualification. 20.2 SCRUTINIZED COMPANIES: The Respondent certifies that the company is not participating in a boycott of Israel. The Respondent certifies that the Respondent is not on the Scrutinized Companies that Boycott Israel List, not on the Scrutinized Companies with Activities in Sudan List, not on the Scrutinized Companies with activities in the Iran Petroleum Energy Sector List, or has been engaged in business operations in Cuba or Syria, as those terms are used and defined in sections 287.135 and 215.473 of the Florida Statutes. In the event that the Respondent is unable to provide such certification but still seeks to be considered for award of this solicitation, the Respondent shall, on a separate piece of paper, clearly state that it is on one or both of the Scrutinized Companies lists and shall furnish together with its proposal a duly executed written explanation of the facts supporting any exception to the requirement for certification that it claims under Section 287.135 of the Florida Statutes. The Respondent agrees to cooperate fully with the City in any Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-14 investigation undertaken by the City to determine whether the claimed exception would be applicable. The City shall have the right to terminate any contract resulting from this solicitation for default if the Respondent is found to have submitted a false certification, or to have been placed on the Scrutinized Companies that Boycott Israel List, or to have been placed on the Scrutinized Companies for Activities in Sudan List, or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or has been engaged in business operations in Cuba or Syria. 20.3 Owner has the sole discretion to reject any Bidder whose present or former employees, officers, directors, stockholders, partners, or owners are found by Owner to lack high standards of honesty, integrity, or responsibility. The discretion of Owner may be exercised based on the disclosure required herein, Owner's own investigation, public records, or any other reliable sources of information. Owner may also reject any Bidder failing to make the disclosure required herein. By submitting a bid, Bidder recognizes and accepts that Owner may reject the bid based upon the exercise of its sole discretion and Bidder waives any claim it might have for damages or other relief resulting from the rejection of its bid based on these grounds. 20.4 Prohibition Against Considering Social, Political or Ideological Interests in Government Contracting: Bidders are hereby notified of the provisions of section 287.05701, Florida Statutes, as amended, that the City will not request documentation of or consider a Bidder's social, political, or ideological interests when determining if the Bidder is a responsible Bidder. Bidders are further notified that the City's governing body may not give preference to a Bidder based on the Bidder's social, political, or ideological interests. 20.5 PUBLIC RECORDS COMPLIANCE The City of Ocoee (City) is a public agency subject to Chapter 119, Florida Statutes. Contractor agrees to comply with Florida’s Public Records Law. Specifically, Contractor shall: 1. Keep and maintain public records required by City to perform the service. 2. Upon request from City’s custodian of public records, provide City with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in chapter 119, Florida Statutes, or as otherwise provided by law. 3. Ensure that public records that are exempt or confidential and exempt from the public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if Contractor does not transfer the records to City. 4. Upon completion of the contract, Contractor agrees to transfer at no cost to City all public records in possession of Contractor or keep and maintain public records required by City to perform the service. If Contractor transfers all public record to City upon completion of the contract, Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If Contractor keeps and maintains public records upon completion of the contract, Contractor shall meet all applicable requirements for retaining public records. All records stored Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-15 electronically must be provided to City, upon request from City’s custodian of public records, in a format that is compatible with the information technology systems of City. 5. A Contractor who fails to provide the public records to City within a reasonable time may be subject to penalties under section 119.10, Florida Statutes. IF CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT 407-905-3100, EXTENSION 1022, CCDL@OCOEE.ORG, WITH AN OFFICE LOCATED AT 1 N. BLUFORD AVENUE, OCOEE, FLORIDA 34761. ARTICLE 21 - QUALIFICATIONS OF SURETY COMPANIES In order to be acceptable to Owner, a surety company issuing bid guaranty bonds, or 100 percent performance/ payment bonds, or 25 percent maintenance bonds called for in the Bidding Documents shall meet and comply with the following minimum standards: 21.1 Surety company shall comply with the provisions of s. 255.05, Florida Statutes. 21.2 Surety companies executing bonds must appear on the United States Treasury Department's most current list (Circular 570, as amended). 21.3 Attorneys-in-fact who sign bid bonds or performance/payment bonds must file with such bond a certified copy of their power of attorney to sign such bond. 21.4 Agents of surety companies must list their name, address, and telephone number on all bonds. 21.5 Surety shall have at least the following minimum ratings: CONTRACT AMOUNT BEST'S RATINGS to 50,000 Class IV B+ or better 50,000 to 500,000 Class V A or better 500,000 to 2,500,000 Class VI A or better 2,500,000 and over Class VII A or better Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-16 RATINGS SCHEDULE (net worth of bonding company) Class IV 3,750,000 to 5,000,000 Class V 7,500,000 to 12,500,000 Class VI 25,000,000 to 50,000,000 Class VII 75,000,000 to 100,000,000 21.6 All bonds must be provided on the forms contained in the Bidding Documents. Failure to provide bonds on Owner's forms may result in the rejection of the bid and the forfeiture of the bid security. ARTICLE 22 - QUALIFICATIONS SUBMITTALS 22.1 It is the intention of Owner to award this contract to a Bidder competent to perform and complete the work in a satisfactory manner. Accordingly, Owner shall require the successful Bidder to submit prior to award of any contract: (a) evidence of Bidder's certification and license to perform the work and services; (b) experience statement; (c) a preliminary progress schedule; (d) a preliminary schedule of values; and (e) such business references as may be required to evaluate the Bidder’s performance on work of a similar nature. 22.2 The experience statement shall provide data additional to that information provided in the bid form pertaining to Contractor's adequacy of plant and equipment, organization, and prior experience. Owner may specifically request certain items to be addressed in the experience statement. 22.3 The preliminary progress schedule shall consist of three copies of a diagram and a narrative prepared in accordance with the formats set forth in Paragraph 2.05 of Project Manual Section 00700 – General Requirements for an initial work schedule and written narrative. (Note that the preliminary progress schedule is only prepared in a manner consistent with the initial work schedule; it does not constitute the initial work schedule, which is prepared within twenty-one (21) days following contract execution.) Activities in the diagram shall show the order in which the Bidder proposes to perform the work within the constraints and sequencing conditions set forth in the specification and shall indicate starting and completion dates for key milestones and work pertaining to each division of the specifications within each major structure or geographical area of work. Activities shall further identify significant submittals/approvals, major deliveries, testing, Owner's responsibilities, and responsibilities of affected utilities and other similarly involved third parties. The preliminary progress schedule shall not replace, but serve as a basis for, the progress schedule submittals to be developed later in conformance with the requirements of Paragraph 2.07 of Project Manual Section 00700 – General Requirements. 22.4 It is assumed that the schedule of values under which progress payments and change order negotiations will be based is the same as the bid prices. If this is not the case, the preliminary schedule of values shall consist of an itemization of the unit-price bid items Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-17 listed in the bid form. It may also modify lump-sum items when the nature of the work changes to such a degree as to affect that part of the project. 22.5 The successful Bidder and its surety, if any, hereby agree that any delays within Bidder's control in the delivery of these qualifications’ submittals shall constitute a request by Bidder for an extension of the time during which the bid shall remain open for Owner's acceptance. Should Owner agree to such extension, Bidder shall be required to comply with this submittal requirement within five (5) additional days. At Owner's option, failure by the successful Bidder to deliver these qualifications submittals within the extended period shall void evaluation of the bid and shall constitute proof that the successful Bidder has abandoned his bid, the Bidder’s bid security may be declared forfeited to Owner as liquidated damages, and the work may be awarded to another Bidder. 22.6 If, upon receipt and evaluation of the submittals, the successful Bidder does not pass the evaluations to Owner's satisfaction, Owner reserves the right to reject the bid. ARTICLE 23 - INTERPRETATION OF QUANTITIES In the case of unit-price items, the quantities of work to be done or materials to be furnished, as identified in the bid form provided in the Bidding Documents, are to be considered as approximate only and are to be used solely for the comparison of bids received. The Owner and/or its representative do not expressly, or by implication, represent that the actual quantities involved shall correspond exactly therewith; nor shall the Bidder plead misunderstanding or deception because of such estimate or quantities or of the character, location, or other conditions pertaining to the work. Payment to the Contactor shall be made only for the actual quantities of work performed or material furnished in accordance with the Drawings and other Contract Documents, and it is understood that the quantities may be increased or decreased, as provided in the General Conditions, without, in any way, invalidating any of the unit or lump-sum prices bid, provided that the parties may negotiate changes to unit prices under the provisions of Section 12.8, above. ARTICLE 24 - DRUG-FREE WORKPLACE Every Bidder shall provide a certification on the form provided (Section 00303) indicating whether the Bidder has implemented a drug-free workplace program pursuant to the requirements of Section 287.087, Florida Statutes. Preference in the award process shall be given, according to the statutory requirements, to a business that certifies it has implemented a drug-free workplace program. ARTICLE 25 - CONSTRUCTION SAFETY 25.1 In instances where such is applicable due to the nature of the work matter with which this bid is concerned, all materials, equipment, etc., as proposed and offered by Bidders must meet and conform to all Occupational Safety and Health Act (OSHA) requirements. The Bidders' signature upon the Bid Form (Section 00300) is considered certification of conformance to such requirements. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-18 25.2 In the event this contract requires trench excavation, the requirements of Florida Statutes 553.60, et seq., shall be adhered to by all Bidders and acknowledged on Form 00302. All costs associated with complying with these requirements shall be included in the offered price for any applicable bid item(s). ARTICLE 26 - SPECIAL WARRANTY, PERFORMANCE BOND, INSURANCE, AND CORRECTION PERIOD REQUIREMENTS Detailed requirements pertaining to warranty, performance bond, insurance, and the correction period are described elsewhere in the Bidding Documents. Bidders are hereby notified that, in the event of an overpayment to Contractor as a result of an error on the part of either party in the preparation and/or processing of change orders, invoices, or other documents affecting the cost of the work, Contractor will refund any such overpaid amount within ten (10) calendar days of notification by Owner via certified U.S. mail of the overpayment. This obligation of Contractor is not limited to the term of the construction project. ARTICLE 27 - SIGNING OF AGREEMENT 27.1 When Owner gives a Notice of Intent to Award to the successful Bidder, Owner will provide two (2) unsigned Agreements and all other Contract Documents shall accompany it. Within ten (10) days of receipt, successful Bidder shall sign and deliver the Agreements to Owner together with the required bonds, insurance certificates, and endorsements. Owner must be satisfied with regard to the submitted documents prior to its execution of the Agreement. In addition, the award is contingent upon action of the City Commission of the City of Ocoee, at which time the Mayor of the City of Ocoee may be authorized to sign the Agreement. Within ten (10) days after Owner signs the Agreement, Owner shall deliver a fully signed copy of the Agreement to the successful Bidder (Contractor). 27.2 A successful Bidder that is awarded the Work and fails to execute the Agreement or furnish the required bonds or insurance certificates and endorsements within the period specified in Paragraph 27.1, above, shall have its Notice of Intent to Award rescinded and shall forfeit its bid security to Owner as liquidated damages for its failure to enter into a contract with Owner. ARTICLE 28 - BID PROTESTS All Bid Protests shall be submitted to the Purchasing Technician at achentouf@ocoee.org with a copy to the Procurement Manager at jtolbert@ocoee.org in the following manner: 28.1 A Bidder shall file a written bid protest under this Article or be barred any relief; oral protests shall not be acknowledged. 28.2 A bid protest shall be limited to the following grounds: (a) issues arising from the procurement provisions of the Project Manual, its addenda, and other Bidding Documents; and/or (b) applicable federal, state, or local law. No bid protest may be based upon questions concerning the design documents (drawings and specifications). The Bidder Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-19 shall clarify all questions concerning the design documents of the project prior to submitting its bid. 28.3 The content of the bid protest shall fully state the factual and legal grounds for the protest and the legal basis for the relief requested. 28.4 The bid protest shall be filed with the Purchasing Technician with a copy to the Procurement Manager not later than five (5) calendar days after the posting of the Notice of Intent to Award or Recommendation of Award by staff, whichever is earlier. 28.5 The Procurement Manager or Purchasing Technician, on behalf of the Owner, shall decide the merits of the protest not later than five (5) business days after receipt of the protest. If Owner denies the protest, Owner may proceed with award of the contract unless enjoined by order of a court of competent jurisdiction. ARTICLE 29 - UNIT PRICES INFORMATION 29.1 Within thirty (30) days after the effective date of the Agreement, the Contractor shall submit a detailed list of unit prices (schedule of values) to be used as a basis to negotiate change orders, if such prices are proposed to differ from the unit prices included in the Bid Form. Otherwise, the bid unit prices will be used for change orders, subject to the provisions of Section 12.8, above. The successful Bidder shall submit a detailed breakdown of unit costs for performing additional work or deleting work of the types requested by Owner or Owner’s representative. 29.2 The information supporting the proposed unit prices proposed in a schedule of values shall be submitted in sufficient detail to allow comprehensive analysis and review, shall show all "Cost of the Work," as defined in Article 11 of the General Conditions (Section 00700), and shall be in accordance with generally accepted accounting principles and applicable government regulations. Owner and the appropriate State agency(ies) shall have the right to audit these costs. 29.3 If Owner accepts such proposed unit prices, in whole or in part, they shall be binding on the Contractor for change orders to the extent of such acceptance and subject to any ancillary terms and conditions such as escalation clauses. However, if the Owner rejects all or any portion of such proposed unit prices, the parties shall rely on the provisions of Article 11 of the General Conditions (Section 00700), as supplemented, for changes in contract price (to the extent of such rejection). Owner may accept or reject such unit prices at its sole discretion. ARTICLE 30 - LICENSES AND PERMITS 30.1 The contractor shall obtain and pay for all necessary building permits and all right-of-way utilization permits utilizing an allowance provided in the bid schedule (see Division 1 – General Requirements of the bidding documents). However, any permit required from Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-20 the City of Ocoee shall be provided by Owner without payment of the usual and customary fee. 30.2 The contractor shall obtain and pay for all other federal, state, and county permits, licenses, and other authorizations required for the prosecution of the work, including the cost of all work performed in compliance with the terms and conditions of such permits, licenses, and authorizations, whether by itself or others. ARTICLE 31 - RETAINAGE Provisions concerning retainage and contractors' rights to deposit securities in lieu of retainage are set forth in the Proposed Scope of Work Agreement, Section 00500. ARTICLE 32 – STORED MATERIAL ALLOWANCE Provisions concerning stored material allowances are set forth in Sections 00710 & 01025. ARTICLE 33 – E-VERIFY CERTIFICATION By entering into the Contract, the awarded Contractor is obligated to comply with the provisions of § 448.095, Fla. Stat., "Employment Eligibility." This includes, but is not limited to utilization of the E-Verify System to verify the work authorization status of all newly hired employees, and requiring all subcontractors to provide an affidavit attesting that the subcontractor does not employ, contract with, or subcontract with, an alien unauthorized to work in the USA. Failure to comply will lead to termination of this contract, or if a subcontractor knowingly violates the statute, the subcontractor must be terminated immediately. If the Contract is terminated pursuant to Section 448.095, Fla. Stat., such termination is not a breach of contract and may not be considered as such. Any challenge to termination under this provision must be filed in the Ninth Judicial Circuit Court of Florida no later than 20 calendar days after the date of termination. If the Contract is terminated for a violation of Section 448.095 Fla. Stat., by the Contractor, the Contractor shall be liable for any additional costs incurred by the City as a result of the termination of the Contract. Nothing in the E-Verify Certification shall be construed to allow intentional discrimination of any class protected by law. E-VERIFY REGISTRATION AND USE. A. Pursuant to section 448.095, Florida Statutes, Contractor shall register with and use the U.S. Department of Homeland Security's E-Verify system, https://e- verify.uscis.gov/emp, to verify the work authorization status of all Contractor employees hired on and after January 1, 2021. B. Subcontractors (i) Contractor shall also require all subcontractors performing work under this Agreement to use the E-Verify system for any employees they may hire during the term of this Agreement. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00100-21 (ii) Contractor shall obtain from all such subcontractors an affidavit stating the subcontractor does not employ, contract with, or subcontract with an unauthorized alien, as defined in section 448.095, Florida Statutes. (iii) Contractor shall maintain a copy of all subcontractor affidavits for the duration of the Agreement. C. Contractor must provide evidence of compliance with section 448.095, Florida Statutes. Evidence shall consist of an affidavit from the Contractor stating all employees hired on and after January 1, 2021 have had their work authorization status verified through the E-Verify system and a copy of their proof of registration in the E-Verify system. D. Failure to comply with this provision is a material breach of the Agreement, and shall result in the immediate termination of the Agreement without penalty to the City. Contractor shall be liable for all costs incurred by the City to secure a replacement Agreement, including but not limited to, any increased costs for the same services, any costs due to delay, and rebidding costs, if applicable. ARTICLE 34 – FEDERAL FUNDING (ARPA) REQUIREMENTS 34.1 All procurements by Federal Grant recipients and sub-recipients shall comply with the provisions of 2 C.F.R. Section 200.317 – 327. All procurement transactions shall be conducted in a manner providing full and open competition consistent with the standards of 2 C.F.R. Section 200.317 – 327. 34.2 Proper documentation is required by the American Rescue Plan Act, per the federal requirements and corresponding forms. 34.3 RETENTION OF RECORDS FOR ARPA PROJECTS. The U. S. Department of Treasury requires records to be maintained for a period of five years for the ARP/CSLFRF award. Contractor shall retain all records for ARPA projects and make available upon request for a period of five (5) years following final payment to the contractor. 34.3. For federal grant funded ARPA projects, the Davis-Bacon Act applies to infrastructure projects over $10 million. Additionally, recipients may be otherwise subject to the requirements of the Davis-Bacon Act, when CSFRF/CLFRF award funds are used on a construction project in conjunction with funds from another federal program that requires enforcement of the Davis-Bacon Act. Wage Determinations can be located at https://sam.gov/content/wage-determinations. END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00200-1 SECTION 00200 INFORMATION AVAILABLE TO BIDDERS 1. The City reserves the right to award the “Project” based on the 1) Total Base Bid or 2) Total Alternate Bid. 2. This project will be funded in part by the American Rescue Plan Act (ARPA). 3. The bidder shall be required to submit prices for the Alternate Bid items for his bid to be considered a responsive bid. 4. The dollar value of the Alternate Bid shall not be used (included) in calculating the percentage of work allowed by subcontractors. All Alternate Bid items are contingent upon each other and must be provided for Alternative Bid to be considered. The project does not require a SJRWMD permit, FDEP permit, or City Right-of-way Permit. 5. Utilities: The location and existence of such utilities has not been verified by the Owner or Engineer. The contractor is responsible to verify all existing utilities located within the routing of the water mains. If conflict(s) arise requiring modification of the project elements, the contactor’s compensation will be based on adjusted unit quantities as measured in-place. The Contractor shall identify and verify the location of all existing utilities and preserve as necessary, applicable existing utilities required to be preserved under The Contract, whether shown on the Drawings or not. If the Contractor encounters utility conflicts during construction, the Contractor shall give sufficient notice to the Owners so that they may make the necessary adjustments. Damage to any utilities that is caused by carelessness of the Contractor shall be repaired at the Contractor's expense. Any delays ensuing from this damage shall be considered a delay that is within the Contractor’s control. 6. Permits: The Contractor shall obtain all necessary building permits and all right-of-way utilization permits from City of Ocoee. If fees are required for the City of Ocoee issued permits, the Utilities Department will pay the fee upon notification from the Contractor. The Contractor shall obtain and pay for all other federal, state, and county permits, licenses, and other authorizations required for the prosecution of the Work, including the cost of all Work performed in compliance with the terms and conditions of such permits, licenses, and authorizations, whether by himself or others. The Contractor shall strictly adhere to the specific conditions or requirements of all such permits issued by the governmental unit(s) or agency (ies) having jurisdiction over the Work. Whenever there is a difference in the requirements of a jurisdictional body and these Specifications, the more stringent shall apply. The project does not require an SJRWMD permit and City Right-Away Permit. City will obtain all needed FDEP permits. 7. Contract Forms: Contract Forms are part of this manual in Appendix “A”. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00200-2 8. Land Survey: Land Survey is basis of the plan preparation and is available upon request in electronic format (Acad). 9. The Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project Plans are available in PDF and electronic (Acad) formats upon request. 10. Field Trailer: No field trailer is required for this contract. 11. Bid Form: The enclosed Bid Form is a Unit Item bid form. The Contractor's Bid Bond shall be five percent (5%) of the total of the Bid Form. 12. No more than thirty percent (_30_%) of the dollar value of the total bid amount for the work shall be performed by subcontractors. The balance of the work must be accomplished by the Bidder's own forces. (Work in this respect does not include cost paid to suppliers for materials and equipment furnished for this project.) Specialties such as plumbing, heating, pool, roofing, and electrical work are required by the State of Florida to be subcontracted unless Contractor holds a Specialty license, and should not normally be considered in establishing the amount of work required to be performed by the General Contractor. END OF SECTION Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-1 SECTION 00300 BID FORM SUBMITTED: (Date) PROJECT IDENTIFICATION: CITY OF OCOEE BID ITB #24-005 Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project NAME OF BIDDER: BUSINESS ADDRESS: PHONE NO.: CITY, STATE, ZIP: CONTRACTOR’S FEDERAL I.D. NUMBER CONTRACTOR'S FLORIDA LICENSE NO.: THIS BID IS SUBMITTED TO: City of Ocoee, Florida (hereinafter called Owner) 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Contract Documents to perform and furnish all Work, as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid Form and in accordance with the other terms and conditions of the Contract Documents. 2. Bidder accepts all of the terms and conditions of the Bidding Documents, including, without limitation, those dealing with the disposition of Bid Bond. This Bid will remain open for one hundred twenty (120) calendar days after the day of Bid opening. Bidder will sign and deliver the required number of counterparts of the Amendment to the Agreement with the Bonds and other documents required by the Bidding Requirements within ten (10) days after the date of Owner's Notice of Intent to Award. 3. In submitting this Bid, Bidder makes all representations required by the Instructions to Bidders and the Agreement and further warrants and represents that: a. Bidder has examined copies of all the Bidding Documents and of the following Addenda: No. No. No. No. Dated: Dated: Dated: Dated: No. No. No. No. Dated: Dated: Dated: Dated: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-2 (Receipt of all which is hereby acknowledged) and also copies of the Invitation for Bids and the Instructions to Bidders. b. Bidder has familiarized itself with the nature and extent of the Contract Documents, work, site, locality, and all local conditions and laws and regulations that in any manner may affect cost, progress, performance or furnishing the Work. c. Bidder has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface of subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions, as provided in paragraph 4.02.1 of the General Conditions. Bidder accepts the determination set forth in paragraph SC-4.02 of the Supplementary Conditions of the extent of the "technical data" contained in such reports and drawings upon which Bidder is entitled to rely, as provided in paragraph 4.02 of the General Conditions. Bidder acknowledges that such reports and drawings are not Contract Documents and may not be complete for Bidder's purposes. Bidder acknowledges that Owner and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. d. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work, or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by Bidder and safety precautions and programs incident thereto. Bidder does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents. e. Bidder understands the full extent and scope of Work to be performed by Owner and others at the site that relates to Work for which this Bid is submitted. f. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and date with the Contract Documents. g. Bidder has given Engineer written notice of all conflicts, errors, ambiguities or discrepancies that Bidder has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Bidder, and the Contract Documents Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-3 are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted. h. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a farce or sham Bid; Bidder has not solicited or induced any person, firm or corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner. i. Per Section 00100 Article 8, Instructions to Bidders, Bidder hereby agrees, if his/her bid is successful, to commence Work under this contract on or before the date specified in the Notice to Proceed; which upon the Successful Bidder’s request, the commencement date of the Notice to Proceed shall be a date no later than up to forty- five (45) calendar days after the Notice of Award. The Bidder further agrees, if his/her bid is successful, to fully complete all work per the price and terms and conditions of the contract within the Contract Time specified in the Scope of Work Agreement (Section 00500). Bidder further accepts the provisions of the Scope of Work Agreement as to liquidated damages and agrees to pay as liquidated damages the amount stated in the Scope of Work Agreement (Section 00500), for each consecutive calendar day completion of the Work is delayed. Completion Schedule: 1) The Work shall be substantially complete within the Contract Time specified in Article 3.1 of the Proposed Scope of Work Agreement (Section 00500). 2) The Work shall be finally complete within the contract Time specified in Article 3.1 of the Proposed Scope of Work Agreement (Section 00500). 4. All bid items shall include all materials, equipment, labor, permit fees, taxes, tests, miscellaneous costs of all types, overhead, and profit for the item to be complete, in place, and ready for operation in the manner contemplated by the Contract Documents. Bidder submits the TOTAL BASE BID AND TOTAL ALTERNATE BID (Total Base Bid Minus Item No. 47 Plus Alternate Base Bid) to perform all the Work, as required by the Drawings and Specifications. 5. The following documents are made a condition of this Bid: a. Bidding Documents and shall include the following: 1. Bid Forms (entire Section 00300, 00301, 00301A, 00302, and 00303) 2. E-Verify Certification (Section 00310) 3. Sam Registration (Section 00311) 4. Byrd Anti Lobbying (Section 00312) 5. Bid Bond (Surety Bond or Cashier's Check). (Section 00410) 6. Non-collusion Affidavit (Section 00480) 7. Conflict of Interest Disclosure Form (Section 00480A) Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-4 8. Certification of Non-segregated Facilities (Section 00481) 9. Sworn Statement on Public Entity Crimes (Section 00482) 10. Certification of Nondiscriminatory Labor Practices (Section 00483) 11. Certification Regarding Scrutinized Companies’ Lists (Section 00484) (Remainder of page intentionally left blank) Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-5 Bid Form: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project (1 of 2) Total Base Bid Item No: Description Units Contract Quantity Unit Price Total Price (in Numbers) (in Numbers) 1 Mobilization/ Demobilization (5%) Lump Sum 1.0 2 General Requirements (Administration) Lump Sum 1.0 3 Maintenance of Traffic Lump Sum 1.0 4 Erosion Control Lump Sum 1.0 5 Construction Photographs and Audio - Visual Recording Lump Sum 1.0 6 Survey (Horizontal and Vertical Controls & As-Builts) Lump Sum 1.0 7 Abandon Existing 6” Asbestos Cement Water Main in Place Linear Feet 3730.0 8 Abandon Existing 4” PVC Water Main in Place Linear Feet 260.0 9 Abandon Existing 2” Galvanized Steel Water Main in Place Linear Feet 1930.0 10 Removal and Disposal of 6” Asbestos Cement Water Main Linear Feet 20.0 11 Removal and Disposal of 2” Galvanized Steel Water Main Linear Feet 230.0 12 Removal and Disposal of 4” PVC Water Main Linear Feet 100.0 13 Furnish and Install 4” Dia. DI Water Main Linear Feet 30.0 14 Furnish and Install 6” Dia. DI Water Main Linear Feet 460.0 15 Furnish and Install 8” Dia. DI Water Main Linear Feet 3840.0 16 Connections to 2” GS or PE Water Main Each 7.0 17 Connections to 4” PVC Water Main Each 2.0 18 Connections to 6” AC Water Main Each 4.0 19 8” x 6” DI Tee Each 13.0 20 8” x 4” DI Tee Each 1.0 21 6” x 6” DI Tee Each 3.0 22 4” x 4” DI Tee Each 1.0 23 6” x 4” DI Tee Each 1.0 24 8” Gate Valve and Box Each 16.0 25 6” Gate Valve and Box Each 20.0 26 4” Gate Valve and Box Each 3.0 Continued Pg.2 Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-6 Bid Form: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project (2 of 2) Total Base Bid Item No: Description Units Contract Quantity Unit Price Total Price (in Numbers) (in Numbers) 27 2” Gate Valve and Box Each 7.0 28 8” x 6” DI Reducer Each 2.0 29 6” Plug Each 1.0 30 8” Plug Each 1.0 31 4” Cap and Blow Off Assembly Including Box Each 1.0 32 6” Cap and Blow Off Assembly Including Box Each 3.0 33 8” x 2” Service Saddle Each 6.0 34 6” x 2” Service Saddle Each 1.0 35 2” Line Stops Each 14.0 36 4” Line Stops Each 4.0 37 6” Line Stops Each 9.0 38 General DI Fittings Ton 2.0 39 Fire Hydrant Assembly Each 9.0 40 2” Air Release Valve Assembly Each 1.0 41 Double 1” P.E. Service Each 2.0 42 Single 1” P.E. Service Each 18.0 43 Remove and Replace Concrete Sidewalk 4” Thick Square Yard 267.0 44 Remove and Replace Concrete Driveways 6” Thick Square Yard 162.0 45 Remove and Replace Driveways Square Yard 20.0 46 Removal and Disposal of Existing Fire Hydrants Each 4.0 47 Removal and Replacement of Asphalt Square Yard 1760.0 48 General Restoration Lump Sum 1.0 49 Utility Coordination Lump Sum 1.0 Total Base Bid (Items 1-49) Company Name: By: _ Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-7 Alternate Bid Form: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project (1 of 1) Total Alternate Bid Item No: Description Units Contract Quantity Unit Price Total Price (in Numbers) (in Numbers) ALT1 Mobilization / Demobilization and General Requirements and Restoration Lump Sum 1.0 ALT2 1.5” Milling (Max) Square Yard 9450.0 ALT3 1.5” Resurface Type SP-12.5 Asphalt Paving including Tack Square Yard 9450.0 ALT4 Temporary Striping and Thermoplastic Final Striping Lump Sum 1.0 ALT5 Removal and Replacement of Temporary Asphalt on Flewelling Avenue Square Yard 990 ALT6 Removal and Replacement of Asphalt on Rewis St (Replaces Item No. 47 in Base Bid) Square Yard 770 Total Base Bid minus Item No. 47 Alternate Base Bid Total Alternate Bid (Total Base Bid Minus Item No. 47 Plus Alternate Base Bid) Company Name: By: _ Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-8 6. The Bidder acknowledges that the City specifically reserves the right to accept and make an award to a Bidder that has not submitted the lowest Bid when, in Owner’s sole and absolute discretion, it determines that action to be in its best interest. The terms used in this Invitation to Bid, which are defined in the General Conditions and included as part of the Contract Documents, have the meanings assigned to them in the General Conditions. 7. The work shall be performed under a Florida Underground Utility or General Contractor license. Contract shall not be awarded unless proof of valid license(s) is provided. 8. It is understood that where quantities for unit price work have been presented on the Bid Form, they are approximate only and are solely for the purpose of facilitating the comparison of bids, and that the Contractor's compensation will be computed upon the basis, described in the measurement and payment clauses in the specifications contained herein. 9. BASE BID - SCHEDULE OF MANUFACTURERS/SUPPLIERS If the foregoing Schedule of Bid Items is presented in a Base Bid format, the undersigned as Bidder, agrees that the Contract, if awarded, will be on the basis of the materials and equipment named in the Contract Documents, in accordance with Article 10 of the Instructions to Bidders (Section 00100). The undersigned, as Bidder, also agrees that the Total Bid reflects the equipment and material supplied by one of the manufacturers/suppliers listed in the City’s Approved Materials List. If the Bidder desires to propose an alternate manufacturer/supplier, he may write in the name of such alternate in the substitution list included within this Bid Form, but he must, nevertheless, also choose an approved manufacturer/supplier. If the proposed alternate manufacturer/supplier is determined "not equivalent" by the Engineer, the Bidder must furnish equipment and/or material items by the Bidder’s chosen approved manufacturer/supplier. If the Bidder fails to indicate which listed manufacturer/supplier he intends to use if an alternate is rejected, he must use the manufacturer/supplier chosen by the City. Also, if the Bidder chooses more than one approved manufacturer/supplier, he must use the first manufacturer/supplier written in the schedule of Base/Alternative Bid Manufactures/Suppliers table within this Bid Form (unless an alternate is approved). 10. SUBSTITUTIONS AND "OR EQUAL" The undersigned as Bidder agrees that substitutions, or "equal," items will not be considered until after the effective date of the Agreement and will be evaluated in accordance with paragraphs 6.05.1 and 6.05.2 of the General Conditions. In addition to the reimbursement required under the General Conditions, the Contractor shall also reimburse the Owner for any engineering costs directly attributable to the change in manufacturers/suppliers caused by the acceptance of proposed alternates, such as, Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-9 additional field trips for the Engineer, additional redesign costs, additional review costs, etc. Other costs directly attributable to the change in manufacturers/suppliers caused by the acceptance of proposed alternates, such as; increased electrical requirements, larger building, additional pumps or tankage, etc., shall be borne by others and not the Owner. If Bidder intends to propose substitutions or "equal" items after the effective date of the Agreement, it is agreed that these items must be listed on the Substitution List included within this Bid Form, with a deductive amount representing 50 percent of the total savings between the named Base Bid/Alternative Bid item and the proposed item. "Base Bid/Alternative Bid" item substitutions providing to the Owner equipment or material cost savings of less than $1,000 will not be considered. The undersigned, as Bidder, also agrees that if a substitution or "equal" item is not listed on the Substitution List included with the Bid, all of the savings between the named item and the proposed item will go to the Owner, if the Owner accepts the proposed item in accordance with paragraphs 6.05.1 and 6.05.2 of the General Conditions. The Owner may request, and the undersigned Bidder shall supply, complete information on proposed substitutions. Such information shall be the manufacturer's current published or preprinted information for the specific substitution. 11. As Bidder, I hereby certify that I am aware and understand that the City of Ocoee in its sole discretion reserves the right to waive technicalities or irregularities, to reject any or all Bids, and/or to accept that Bid which is in the best interest of the City. The award of this Bid, if made, may be based on considerations other than total cost, and may be awarded based on various considerations, including but not limited to: Bidder experience and whether the Bid, in the judgment of the City, is the most responsive to the City’s needs. (Remainder of page intentionally left blank) 00300-10 Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 SCHEDULE OF BASE BID/ALTERNATIVE BID MANUFACTURERS/SUPPLIERS 15050 – Process & Utility Piping, Fittings, Valves, And Accessories Specification Section and Equipment Item Approved Manufacturer/Supplier First Choice Second Choice Third Choice D.I. Pipe HDPE Pipe PVC Pipe Fittings Valves (Plug & Check) Valve Boxes Valve Pads Valve Markers Service Connections Meter Valves/ Corporation Valves Polyethylene Pipe Trace Wire Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-12 SUBSTITUTION LIST Bidder offers the following substitutions and "equal" items. Equipment Item or Material Spec Section Alternative Manufacturer/Supplier (List One Only) Deductible Amount* (Indicate Whether Lump Sum or Unit Price) Represents 50 percent of the difference in cost in accordance with the General Conditions (Minimum Deductible Amount per Substitution Item shall be $1,000) (Bidder may make additional copies of this page as required.) Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-13 Strike out (X) non-applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: SOLE PROPRIETORSHIP (SEAL) (Individual's Signature) (Individual's Name) doing business as Business Address: Phone No.: Florida License No.: A PARTNERSHIP (SEAL) (Partnership Name) (General Partner's Signature) (General Partner's Name) Business address: Phone No.: Florida License No.: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-14 Strike out (X) non-applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: A CORPORATION (Corporation Name) (State of Incorporation) By (Name of person authorized to sign) (Title) (Authorized Signature) (Corporate Seal) Attest (Secretary) Business address: Phone No.: Corporation President: Florida License No.: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-15 12. List the following in connection with the Surety which is providing the Bid Bond: Surety's Name: Surety's Address: Strike out (X) non-applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: A JOINT VENTURE By (Name) (Address) By (Name) (Address) Business Address: Phone No.: Florida License No.: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.) Florida License No.: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-16 13. Name and address of Surety's resident agent for service of process in Florida: (Remainder of page intentionally left blank) Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-17 CORPORATE AUTHORITY TO EXECUTE DOCUMENTS I HEREBY CERTIFY that a meeting of the Board of Directors of , a corporation under (Contractor's Corporate Name) the laws of the State of , held on the day of , 2024, the following resolution was duly passed and adopted: "RESOLVED, that (signature of individual) (typed name of individual) as of the corporation, is hereby authorized to execute and all documents required to be signed by an officer of the Corporation in order to submit a valid bid, contract and bond for CITY OF OCOEE Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 between the CITY OF OCOEE, a municipal corporation, and this corporation, and that his execution thereof, attested by the Secretary of the corporation and with corporate seal affixed shall be the official act and deed of this corporation." I FURTHER CERTIFY that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this day of , 2024. (CORPORATE SEAL) (Corporate Secretary) STATE OF CITY OF The foregoing instrument was acknowledged before me this day of , 2024 by (name of officer or agent, title of officer or agent), by means of ☐ physical presence or ☐ online notarization, of (name of corporation acknowledging), a (state or place of incorporation) corporation, on behalf of the corporation. He/She is personally known to me or has produced (type of identification) as identification and did/did not take an oath. (Notary Public) My Commission Expires: 00300-10 Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 SCHEDULE OF BASE BID/ALTERNATIVE BID MANUFACTURERS/SUPPLIERS 15050 – Process & Utility Piping, Fittings, Valves, And Accessories Specification Section and Equipment Item Approved Manufacturer/Supplier First Choice Second Choice Third Choice D.I. Pipe HDPE Pipe PVC Pipe Fittings Valves (Plug & Check) Valve Boxes Valve Pads Valve Markers Service Connections Meter Valves/ Corporation Valves Polyethylene Pipe Trace Wire Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-12 SUBSTITUTION LIST Bidder offers the following substitutions and "equal" items. Equipment Item or Material Spec Section Alternative Manufacturer/Supplier (List One Only) Deductible Amount* (Indicate Whether Lump Sum or Unit Price) Represents 50 percent of the difference in cost in accordance with the General Conditions (Minimum Deductible Amount per Substitution Item shall be $1,000) (Bidder may make additional copies of this page as required.) Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-13 Strike out (X) non-applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: SOLE PROPRIETORSHIP (SEAL) (Individual's Signature) (Individual's Name) doing business as Business Address: Phone No.: Florida License No.: A PARTNERSHIP (SEAL) (Partnership Name) (General Partner's Signature) (General Partner's Name) Business address: Phone No.: Florida License No.: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-14 Strike out (X) non-applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: A CORPORATION (Corporation Name) (State of Incorporation) By (Name of person authorized to sign) (Title) (Authorized Signature) (Corporate Seal) Attest (Secretary) Business address: Phone No.: Corporation President: Florida License No.: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-15 12. List the following in connection with the Surety which is providing the Bid Bond: Surety's Name: Surety's Address: Strike out (X) non-applicable signature block and complete applicable block. (ALL SIGNATORIES MUST HAVE THEIR NAMES PRINTED OR TYPED BELOW THEIR SIGNATURES) If Bidder is: A JOINT VENTURE By (Name) (Address) By (Name) (Address) Business Address: Phone No.: Florida License No.: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.) Florida License No.: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-16 13. Name and address of Surety's resident agent for service of process in Florida: (Remainder of page intentionally left blank) Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00300-17 CORPORATE AUTHORITY TO EXECUTE DOCUMENTS I HEREBY CERTIFY that a meeting of the Board of Directors of , a corporation under (Contractor's Corporate Name) the laws of the State of , held on the day of , 2024, the following resolution was duly passed and adopted: "RESOLVED, that (signature of individual) (typed name of individual) as of the corporation, is hereby authorized to execute and all documents required to be signed by an officer of the Corporation in order to submit a valid bid, contract and bond for CITY OF OCOEE Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 between the CITY OF OCOEE, a municipal corporation, and this corporation, and that his execution thereof, attested by the Secretary of the corporation and with corporate seal affixed shall be the official act and deed of this corporation." I FURTHER CERTIFY that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this day of , 2024. (CORPORATE SEAL) (Corporate Secretary) STATE OF CITY OF The foregoing instrument was acknowledged before me this day of , 2024 by (name of officer or agent, title of officer or agent), by means of ☐ physical presence or ☐ online notarization, of (name of corporation acknowledging), a (state or place of incorporation) corporation, on behalf of the corporation. He/She is personally known to me or has produced (type of identification) as identification and did/did not take an oath. (Notary Public) My Commission Expires: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00301-1 SECTION 00301 QUESTIONNAIRE Bidder shall fill out questionnaire form with all information pertinent to his/her company and the Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project DATE: PROJECT IDENTIFICATION: City of Ocoee ITB #24-005 Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project NAME OF BIDDER: BUSINESS ADDRESS: TELEPHONE NO.: EMAIL CONTRACTOR'S FLORIDA LICENSE NO. The undersigned warrants the truth and accuracy of all statements and answers herein contained. Include additional sheets if necessary. 1. How many years has your organization been in business as a Contractor? 2. Describe and give the date and owner contact information of the last project that you have completed similar in type, size, and nature as the one proposed? 3. Have you ever failed to complete work awarded to you? If so, where, and why? 4. Name three (3) governmental agencies for which you have performed similar work and contact person: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 00301-2 5. Have you personally inspected the site of the proposed Work? Describe any anticipated problems with the site and your proposed solutions? 6. Will you Subcontract any part of this Work? If so, describe which portions and the percentage of the project: 7. What equipment do you plan on using to complete the Work? 8. State the true and exact, correct, and complete name under which you do business. Bidder is: END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00301-A SECTION 00301-A SUBCONTRACTOR & SUPPLIER LIST Will your firm be doing all the Work with your own forces? Yes____ No____ (Check yes only if no subcontracting opportunities exist. If you will be doing portions of the Work with your own forces, list these areas and approximate dollar amount allocated for this Work. List suppliers). List all proposed subcontractors and suppliers to be used to include company names, contractor license number, contact, addresses, phone numbers, type of work subcontracted (trade/commodity), and dollar amount of work. Provide all information requested. Use additional sheets if necessary. Submit Update Subcontractor/Supplier List with each progress payment requested. Submit Final Subcontractor/Supplier List with Final Payment Request. COMPANY NAME, CONTACT ADDRESS, PHONE NUMBER WORK TO BE PERFORMED (TRADE) OR COMMODITY TO BE SUPPLIED ESTIMATED DOLLAR AMOUNT 1 2 3 4 5 6 7 END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00302-1 SECTION 00302 COMPLIANCE WITH FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA) Bidder hereby acknowledges that all costs for complying with the Florida Trench Safety Act are included in the various items of the bid and in the Lump Sum Total Bid Price shown in Section 00300 - Bid Form, "Schedule of Bid Items". For informational purposes only, the bidder is required to further identify these costs in the summary below. Trench Safety Measure (Description) Unit of Measure (LF, SY) Unit (Quantity) Unit Cost Extended Cost A $ $ B $ $ C $ $ D $ $ TOTAL $ BIDDER: SIGNED: BY: (Print or type name) TITLE: DATE: THIS IS NOT A PAY ITEM: The purpose of this form is to gather information on the costs associated with trench safety measures and to ensure Bidder has considered these costs and included them in the Lump Sum Total Bid price. Contractor will not receive additional payment if actual quantities differ from those estimated or if the Contractor uses a safety measure different than those listed. (Failure to complete this Form may result in the Bid being declared non-responsive.) END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00303-1 SECTION 00303 DRUG-FREE WORKPLACE CERTIFICATION IDENTICAL TIE BIDS: Preference shall be given to businesses with drug-free workplace programs. In accordance with Florida Statute 287.087, whenever two or more bids that are equal with respect to price, quantity, and service are received by the state or by any political subdivision for the procurement of commodities or contractual services, a bid from a business that certifies that it has implemented a drug-free workplace program shall be given preference in the award process. Established procedures for processing tie bids will be followed if none of the tied vendors have a drug-free workplace program. In order to have a drug-free workplace program, a business shall: 1. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, and available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statement specified in subsection (1). 4. In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or pleas of guilty or nolo contendere to, any violation of Chapter 893 or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program is such is available in the employee's community, by any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00303-2 As the person authorized to sign the statement, I certify that this firm complies fully with the above requirements. Bidder: Signed: By: (Print or Type Name) Title: Date: END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Funded ARPA Project ITB #24-005 00310-1 SECTION 00310 CONTRACTOR E-VERIFY AFFIDAVIT I hereby certify that [contractor] does not employ, contract with, or subcontract with an unauthorized alien, and is otherwise in full compliance with Section 448.095, Florida Statutes. All employees hired on or after January 1, 2021 have had their work authorization status verified through the E-Verify system. A true and correct copy of [contractor] proof of registration in the E-Verify system is attached to this Affidavit. Print Name: Date: STATE OF ____________________ COUNTY OF The foregoing instrument was acknowledged before me by means of □physical presence or □online notarization, this (date) by (name of officer or agent, title of officer or agent) of (name of contractor company acknowledging), a (state or place of incorporation) corporation, on behalf of the corporation. He/she is personally known to me or has produced ____________________ (type of identification) as identification. [Notary Seal] Notary Public Name typed, printed or stamped My Commission Expires: _______ Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00311-1 SECTION 00311 SAM.GOV REGISTRATION INFORMATION – REVISED FORM In accordance with applicable federal requirements, the City of Ocoee will verify all bidders on SAM.gov (System for Award Management) for federal debarment or suspension exclusions as a responsibility determination. The City of Ocoee requires the successful Bidder to register with Sam.gov, if not already registered, prior to execution of this contract. Contractor: ______________________________________________________________ Unique Entity ID (UEI) number: __________________________________________ CAGE Code: __________________________________________________________ Physical Address: ______________________________________________________ ______________________________________________________ ______________________________________________________ Expiration date of Registration: ___________________________ Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00312-1 SECTION 00312 BYRD ANTI-LOBBYING AMENDMENT CERTIFICATION The undersigned, [Company] certifies, to the best of his or her knowledge, that: 1. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. 2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form - LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions. 3. The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31, U.S.C. § 1352 (as amended by the Lobbying Disclosure Act of 1995). Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Contractor, [Company] , certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure, if any. In addition, the Contractor understands and agrees that the provisions of 31 U.S.C. § 3801 et seq., apply to this certification and disclosure, if any. Signature of Contractor’s Authorized Official Name and Title of Contractor’s Authorized Official END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00410-1 SECTION 00410 BID BOND Bidder shall provide the City with a Bid Bond in the amount of five percent (5%) of the contract bid. KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, ____________________ ______________________, as Principal, and as Surety, are hereby held and firmly bound unto the City of Ocoee, Florida, as Owner, in the penal sum of, (5 percent of the Contract Bid) $ ____________ (written amount in dollars and cents) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this day of , 20__. The Condition of the above obligation is such that whereas the Principal has submitted to the City of Ocoee, Florida a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the Project: “ITB #24-005 Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project”. NOW THEREFORE 1. Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to pay to Owner upon default of Bidder any damages, costs, or expenses, including attorney’s fees, incurred by Owner that are proximately caused by such default. In no event shall Bidder's and Surety's obligation hereunder exceed the penal sum set forth on the face of this Bond. 2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents and Contract Documents. 3. This obligation shall be null and void if: 3.1 Owner accepts Bidder's bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents and Contract Documents, Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00410-2 or 3.2 All bids are rejected by Owner, or 3.3 Owner fails to issue a Notice of Intent to Award to Bidder within ninety (90) days from the time and date fixed for the opening of Bids (or any extension thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when required by paragraph 5 hereof). 4. Payment under this Bond will be due and payable upon default by Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due. 5. Surety waives notice of and any and all defenses based on or arising out of any time extension to issue notice of award agreed to in writing by Owner and Bidder, provided that the total time for issuing notice of award including extensions shall not in the aggregate exceed 120 days from Bid Due Date without Surety's written consent. 6. No suit or action shall be commenced under this bond prior to 30 calendar days after the notice of default required in paragraph 4 above is received by Bidder and Surety and in no case later than one year after Bid Due Date. 7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located. 8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier or by United States Registered or Certified Mail, return receipt requested, postage pre-paid, and shall be deemed to be effective upon receipt by the party concerned. 9. Surety shall cause to be attached to this Bond, a current and effective Power of Attorney evidencing the authority of the officer, agent or representative who executed this Bond on behalf of Surety to execute, seal and deliver such Bond and bind the Surety thereby. 10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable provision of any applicable statute, then the provision of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect. 11. The term "bid" as used herein includes a bid, offer, or proposal as applicable. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00410-3 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. BIDDER: Strike out (X) non-applicable signature blocks and complete applicable block. All signatures must have their names printed or type below their signature. If Bidder is SOLE PROPRIETORSHIP, complete this signature block. (Individual's Signature) (Individual's Signature) doing business as (Business Address) (Telephone No.) (Florida License No.) (1) (Witness) (2) (Witness) (SEAL) Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00410-4 If Bidder is PARTNERSHIP, complete this signature block. (Partnership Name) (General Partner’s Signature) (General Partner’s Name) (Business Address) (Telephone No.) (Florida License No.) (1) (Witness) (2) (Witness) (SEAL) Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00410-5 If Bidder is CORPORATION, complete this signature block. (Corporation Name) (State of Incorporation) By: (Name of Person Authorized to Sign - See Note 1) (Title) (Authorized Signature) (Corporation President) (Business Address) (Telephone No.) (Florida License No.) (1) (Witness) (2) (Witness) (SEAL) Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00410-6 SURETY (Surety Business Name) (Principal Place of Business) By: (Surety Agent’s Signature - See Note 2) (Surety Agent’s Name) (Surety Agent’s Title) (Business Name of Local Agent for Surety) (Business Address) (Telephone No.) (Bond No.) Witness: (If agency is not a Corporation) (1) (Witness) (2) (Witness) Attest: (If Agency is a Corporation) (Corporate Secretary Signature) (Corporate Secretary Name) (Corporate Seal) NOTES: (1) Complete and attach "Corporate Authority to Execute Documents" if executed by any corporate employee other than president or vice-president. (2) Complete and attach a certified copy of "Power-of-Attorney" prepared by Surety appointing individual "Attorney-in-Fact" for execution of Bid Bond on behalf of Surety and corresponding notarized "Attorney-in-Fact". (3) Above addresses are to be used for giving required notice. (4) Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where applicable. (5) Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the state where the project is located. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00410-7 ATTORNEY-IN-FACT AFFIDAVIT STATE OR COMMONWEALTH OF ) COUNTY OR CITY OF ) The foregoing instrument was acknowledged before me by means of ☐ physical presence or ☐ online notarization, this ___ day of ___________, 20__ by _________________________ as Attorney-in-Fact, who is personally known to me or who has produced _____________________ as identification on behalf of , a Corporation, (Surety Company) (State) which executed the attached bond as surety, who deposed and said that his signature and the corporate seal of said were affixed by order and authority of said (Surety Company) Company's Board of Directors, and that the execution of the attached bond is the free act and deed of . (Surety Company) Given under my hand and seal this day of , 202___. (Notary Public) My Commission Expires END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00480-1 SECTION 00480 NON-COLLUSION AFFIDAVIT STATE OF COUNTY OF , being first duly swore deposes and says: 1. He/She is the (Owner, Partner, Office, Representative or Agent) of , the Bidder that has submitted the attached Bid; 2. He/She is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; 3. Such Bid is genuine and is not a collusive or sham Bid; 4. Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affidavit, have in any way, colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted; or to refrains from bidding in connection with such Contract; or have in any manner, directly or indirectly, sought by agreement or collusion, or communication, or conference with any Bidder, firm, or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix any overhead, profit, or cost elements of the Bid price or the Bid price in any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against (Recipient), or any person interested in the proposed Contract; 5. The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any other of its agents, representatives, owners, employees or parties in interest, including this affidavit. By: Title: Sworn to and subscribed before me by means of ☐ physical presence or ☐ online notarization, this ____ day of ____________, 202___, by ___________________ in the state of _________________ County of ________________________. Notary Public My Commission Expires: END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00480-a BID CONFLICT OF INTEREST DISCLOSURE FORM Award of this contract is subject to the provisions of Chapter 112, Florida Statutes. All Bidders must disclose within their Bid: the name of any City of Ocoee employee, Mayor or City Commissioner, other City Official, or City Consultants, who owns assets or capital stock, directly or indirectly, in the Bidder’s firm or any of its branches, or would directly or indirectly benefit by the profits or emoluments of this Bid. (Indirect ownership or benefit applies to any members of his or her immediate family.) Bidder certifies that no member of the entity’s ownership or management is presently applying for an employee position or actively seeking an elected position with the City. In the event that a conflict of interest is identified in the provision of services, Bidder agrees to immediately notify the City in writing. The purpose of this disclosure form is to give the City the information needed to identify potential conflicts of interest for the City Commission, Staff, and other key City employees and consultants involved in the award and administration of this contract. According to Chapter 112, Florida Statutes, the term “conflict of interest” “means a situation in which regard for a private interest tends to lead to disregard of a public duty or interest”, and refers to situations in which financial or other personal considerations may adversely affect, or have the appearance of adversely affecting, an employee’s professional judgment in exercising any City duty or responsibility in administration, management, instruction, research, or other professional activities. Please check one of the following statements and attach additional documentation if necessary: _________ To the best of our knowledge, the undersigned firm has no potential conflict of interest for this Bid. _________ The undersigned firm, by attachment to this form, submits information which may be a potential conflict of interest for this Bid. Acknowledged by: ____________________________________________________________________________ Firm Name ____________________________________________________________________________ Signature ____________________________________________________________________________ Name and Title (Print or Type) ____________________________________________________________________________ Date Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00481-1 SECTION 00481 CERTIFICATION OF NONSEGREGATED FACILITIES Bidder certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under this control, where segregated facilities are maintained. The Bidder certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location under his control where segregated facilities are maintained. The Bidder agrees that a breach of this certification will be a violation of the Equal Opportunity clause in any contract resulting from acceptance of this Bid. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage and dressing areas, parking lots, drinking fountains, recreation or entertainment area, transportation, and housing facilities provided for employees on the basis of race, color, religion, or national origin, because of habit, local custom, or otherwise. Bidder agrees that (except where he has obtained identical certification from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain such certifications in his files. The nondiscriminatory guidelines as promulgated in Section 202, Executive Order 11246, and as amended by Executive Order 11375 and as amended, relative to Equal Opportunity for all persons and implementations of rules and regulations prescribed by the United States Secretary of Labor are incorporated herein. Note: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. Date , 20___. By: (Title) Official Address (including Zip Code): ATTACH AND INCLUDE AS PART OF PROPOSAL FORM; FAILURE TO DO SO MAY BE CAUSE FOR DISQUALIFICATION OF YOUR BID. END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00482-1 SECTION 00482 SWORN STATEMENT UNDER SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. 1. 1. This sworn statement is submitted to City of Ocoee, Florida by (Entity) by (Print individual's Name & Title) whose business address is 2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material representation. 3. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nolo contendere. 4. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means: a. A predecessor or successor of a person convicted of a public entity crime: or b. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00482-2 enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 5. I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. 6. Based on information and belief, the statement I have marked below is true in relation to the entity submitting this sworn statement. (please indicate which statement applies). Neither the entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of the officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, or an affiliate of this entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of the officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, or an affiliate of this entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding concerning the conviction before a Hearing Officer of the State of Florida, Division of Administrative Hearings. The final order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Please attach a copy of the final order.) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY, AND THAT THIS FORM IS VALID FOR A PERIOD OF ONE YEAR. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. (Signature) Date: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00482-3 Name of Bidder (Contractor) STATE OF COUNTY OF Sworn to (or affirmed) and subscribed before me by means of ☐ physical presence or ☐ online notarization, this _____ day of _____________, 20___ by _______________________________ affixed his/her signature in the place provided above on this day of , 20___. Notary Public My Commission Expires: END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00483-1 SECTION 00483 CERTIFICATION OF NONDISCRIMINATORY LABOR PRACTICES This certification relates to a construction contract proposed by the City of Ocoee for ITB #24-005. Equal Opportunity Employment: The Contractor shall not discriminate on the basis of race, color, national origin, gender, age, handicapped status, veteran status, and/or religion in performing the work governed by this contract. The City is an Equal Opportunity Employer (EOE) and as such encourages all contractors to comply with EOE regulations. Any subcontract the Contractor may enter into shall include this clause with the same degree of application being encouraged. I am the undersigned prospective construction contractor or subcontractor. I certify that: (1) I have I have not participated in a previous contract or subcontract subject to the Equal Opportunity Clause and (2) if I have participated in a previous contract or subcontract subject to the Equal Opportunity Clause, I have I have not filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance Programs, or the Equal Employment Opportunity Commission all reports due under the applicable filing requirements. I understand that, if I have participated in a previous contract or subcontract subject to the Equal Opportunity Clause and have failed to file all reports due under the applicable filing requirements, I am not eligible, and will not be eligible, to have my bid or offer considered, or to enter into the proposed contract or subcontract, unless and until I make an arrangement regarding such reports that is satisfactory to the office where the reports are required to be filed. I agree that I will obtain identical certifications from prospective lower-tier sub-contractors when I receive bids or offers or initiate negotiations for any lower-tier construction subcontracts with a price exceeding $10,000. I also agree that I will retain such certifications in my files. Date , 20___. By: (Signature of Authorized Official) (Name of Construction Contractor or Subcontractor) (Address of Construction Contractor or Subcontractor) (Telephone Number) (Employer Identification No.) END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00484-1 SECTION 00484 CERTIFICATION REGARDING SCRUTINIZED COMPANIES’ LISTS Bidder certifies that the company is not participating in a boycott of Israel. Bidder certifies that Bidder is not on the Scrutinized Companies that Boycott Israel List, not on the Scrutinized Companies with Activities in Sudan List, not on the Scrutinized Companies with activities in the Iran Petroleum Energy Sector List, and is not engaged in business operations in Cuba or Syria, as those terms are used and defined in sections 287.135 and 215.473 of the Florida Statutes. In the event that Bidder is unable to provide such certification but still seeks to be considered for award of this solicitation, Bidder shall, on a separate piece of paper, clearly state that it is on one or both of the Scrutinized Companies lists and shall furnish together with its proposal a duly executed written explanation of the facts supporting any exception to the requirement for certification that it claims under Section 287.135 of the Florida Statutes. Bidder agrees to cooperate fully with the City in any investigation undertaken by the City to determine whether the claimed exception would be applicable. City shall have the right to terminate any contract resulting from this solicitation for default if Bidder is found to have submitted a false certification, or to have been placed on the Scrutinized Companies that Boycott Israel List, or to have been placed on the Scrutinized Companies for Activities in Sudan List, or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or has been engaged in business operations in Cuba or Syria. Bidder: ___________________________________ By:__________________________________________________ (Authorized Signature) Printed Name and Title:___________________________________ Date:_________________________________________________ END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-1 SECTION 00500 DRAFT CONTRACT FOR CONSTRUCTION THIS AGREEMENT is dated as of the day of in the year __________ by and between the City of Ocoee, a municipal corporation, hereinafter called Owner, and ____________________________, hereinafter called Contractor. Owner and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents. The work is generally described as follows: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 General Scope of Work: A. The project will consist of, but is not limited to, the following: i. The Project consists of the installation of approximately 4,000 LF of 8” and 6” ductile iron water main and all associated isolation valves, water services, stub-outs, fire hydrants, blow-offs, and connections to existing adjacent water mains, removal and/or grouting and safe handling and proper disposal of approximately 4,000 LF of 6” asbestos cement water main. Additionally, the work includes the removal and/or grouting of approximately 2,000 LF of 2” galvanized steel water main and all respective appurtenances. Surface restoration of all impacted facilities, including asphalt roadway trench repair, milling, resurfacing, and replacing asphalt, concrete sidewalk and curbing, driveways (concrete, stone, asphalt, pavers), stamped asphalt speed bump crossing, striping, ADA ramps, sodding, landscaping, etc. Demolition, removal and reconnection of water services and meters. Deflection of existing or proposed utilities, testing, disinfection of new pipelines and dewatering as necessary for installation of new pipe and structures and all other work as shown in the Contract Drawings. The project will be completed in accordance with American Rescue Plan Act (ARPA) funding requirements. ii. All work must be in compliance with the City of Ocoee Engineering Standards Manual. See Section 02100. All work activities shall be required to be in accordance with the permits issued by the respective agencies. All work performed will be required to be done while maintaining the functional operation of the existing reclaim mains. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-2 B. All labor and material for work is more generally described as the following: i. Installation and furnishing of approximately 4,000 LF of 8” DI water main and appurtenances required for an active water main. ii. Removal and/or grouting of 4,000 LF of 6” AC water main and 2” galvanized steel water main. iii. Connections to existing water mains. iv. Repair/restoration/finishing of all facilities affected by the work. v. Sequencing of the work to keep all utilities in service. vi. Obtaining necessary permits required to perform the work and notifying authorities having jurisdiction prior to any inspection activities of the upgraded system. vii. Coordination with all utility providers. viii. Coordination with the Florida Central Railroad (FCEN) for any work within the railroad right-of-way, as required. ix. Maintaining the work area and site in a clean and acceptable manner. x. Protection of finished work and unfinished work. xi. Repair surfaces that are damaged by new construction activities. xii. Flush, clean, test and disinfect pipelines. xiii. Prepare and submit as-built record drawings to the Owner. xiv. Restore the site to the original condition or better. xv. All valves, fittings, hydrants and appurtenances needed to support the water mains installation. xvi. Water meter service connections. xvii. Alternate Bid: Mill and Resurfacing of Flewelling Ave from the intersection of Flewelling and Spring Avenue to the end of the work on Flewelling Ave. Coordinate with the City of Ocoee on milling and resurfacing limits. xviii. xix. All work is to be conducted and in accordance with the specifications within the Bidding Documents ARTICLE 2. ENGINEER The Project has been designed by Hazen and the City of Ocoee Utilities Department; however, the City Utilities Director (within here and other references in the contract documents as Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-3 “Engineer”) or his designee is to act as Owner's representative, assume all duties and responsibilities of the project engineer, and have the rights and authority assigned Director in the Contract Documents in connection with completion of the Work. ARTICLE 3. CONTRACT TIME 3.1 The work shall be substantially complete within Two Hundred and Seventy (270) calendar days. The entire work shall be complete and ready for its intended use, including final dressing and cleanup, within Three Hundred (300) calendar days. All time periods begin from the effective date of the Notice to Proceed, as provided in paragraph 2.03 of the General Conditions (Commencement of Contract Time; Notice to Proceed). In accordance with Florida Statutes Section §218.735, within 30 calendar days, or 45 days if over $10 million construction cost, of reaching substantial completion of the construction services, the Owner and Contractor shall work together to develop the single list of items and the estimated cost to complete each item on the list required to render complete, satisfactory, and acceptable the construction services purchased by the Owner. See also General Conditions Section 710, and Section 5 of the Contract, Payment Procedures. 3.2 Placing of permanent pavement markings on all final asphaltic concrete surfaces, if applicable, shall not be accomplished before thirty (30) calendar days have elapsed after placement of the final surfaces. The charging of Contract Time will be suspended during the thirty (30) calendar-day period provided the work is considered to be Substantially Complete, as provided in paragraph 3.1 above. The charging of Contract Time will resume on the 31st day. 3.3 Contractor recognizes that time is of the essence of this Agreement and that Owner will suffer financial loss if the work is not completed within the times as specified, plus any extensions thereof allowed in accordance with the General and Supplementary Conditions. Contractor acknowledges that proving the actual loss and damages suffered by Owner if the work is not completed on time is impracticable and not susceptible to exact calculation. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty) Contractor shall pay to Owner for work not completed as specified paragraph 3.1 the following: Substantial Completion: Two Hundred Dollars ($200.00) for each day Entire Completion: Two Hundred and Fifty Dollars ($250.00) for each day Note: Each Day(s) in this section shall be referred to as calendar day(s) 3.4 In addition to the liquidated damages, there shall be additional incidental damages paid by Contractor to the Owner for failure to timely complete the work. These may include, but not be limited to, delay damage settlements or awards owed by Owner to others, inspection and engineering services, interest and bond expense, delay penalties, fines or penalties imposed by regulatory agencies, contract damages, and professional fees Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-4 (including attorneys' fees) incurred by Owner in connection with Contractor's failure to timely complete the work. 3.5 In addition to liquidated damages and incidental damages arising from Contractor’s failure to perform the work, Contractor may be required to repay Owner for the cost of corrective actions undertaken by Owner to resolve construction defects. Such corrective actions include, but are not limited to, restoration of damaged areas, clearing of reclaimed water customer facilities to remove construction debris, repair and replacement of damaged reclaimed water customer equipment, and emergency repairs to the reclaimed water distribution system during the one-year warranty period. 3.6 Suspension of Work and Termination as stated in Article 15 of the General Conditions. ARTICLE 4. CONTRACT PRICE 4.1 Owner shall pay Contractor for performance of the work in accordance with the Contract Documents in current funds at the lump sum or unit prices presented in the Bid Form (Contract Total Bid Amount): _ , DOLLARS AND ____CENTS, ($ ________________), which is incorporated herein and made a part hereof by this reference. 4.2 Contractor agrees that the Contract Price is a stipulated sum except with regard to those items in the bid which are subject to unit prices and agrees to perform all of the work as described in the Contract Documents, subject to additions and deductions by Change Order, and comply with the terms therein for the Bid stated in the attached Bid Form. ARTICLE 5. PAYMENT PROCEDURES Contractor shall submit applications for payment in accordance with Article 14 of the General Conditions. Applications for payment will be processed by Engineer, as provided in the General Conditions. 5.1 Progress Payments. In accordance with Section §218.735 Florida Statutes, Owner shall make progress payments on account of the Contract Price on the basis of Contractor's properly submitted and approved Applications for Payment, as recommended by Engineer, not later than the Twenty-fifth (25th) business day after the date on which the properly submitted Application for Payment is initially received by Owner. All such progress payments will be on the basis of the progress of the work measured by the Schedule of Values established in paragraph 2.07 of the General Conditions (Initial Acceptance of Schedules) (and in the case of Unit Price, work based on the number of units completed) and included in Contractor’s qualifications submittals. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-5 5.1.1 Owner shall submit a monthly Certificate of payment based on the provided Paid to Date Summary may withhold, in accordance with the Division 1: General Conditions (Progress Payments). 5.1.2 Progress payments shall be equal to ninety-five percent (95%) of the value of work completed to date and Ongoing Stored Material Allowance as defined in Section 01025 Measurement and Payment, to include materials and equipment not incorporated into the work but delivered and suitably stored and accompanied by documentation satisfactory to Owner, with the remaining five percent 5% of the work being retainage. 5.1.3 Retainage shall be five (5) percent of work to date based on the progress payment, including all change orders, 5.2 Final Payment - Within 20 business days after the list is created, upon receipt of a proper invoice or Application for Payment, the Owner shall pay the contractor the remaining contract balance that includes all retainage previously withheld by the Owner less an amount equal to 150 percent of the estimated cost to complete the items on the list, less any liquidated damages. Upon completion of all items on the list, the contractor may submit a payment request for the amount withheld by the Owner. If a good faith dispute exists as to whether one or more items identified on the list have been completed pursuant to the contract, the local governmental entity may continue to withhold up to 150 percent of the total costs to complete such items. If the Owner has provided written notice to the contractor specifying the failure of the contractor to meet contract requirements in the development of the list of items to be completed, the Owner must pay the contractor the remaining balance of the contract, less any items in dispute, less an amount equal to 150 percent of the estimated cost to complete the items that the local governmental entity intended to include on the list. ARTICLE 6. INTEREST All monies not paid when due shall bear interest at the rate set in accordance with Chapter 218, Part VII, the Local Government Payment Act. ARTICLE 7. CONTRACTOR'S REPRESENTATIONS In order to induce Owner to enter into this Agreement, Contractor makes the following representations: 7.1 Contractor has examined and carefully studied the Contract Documents (including the Addenda listed in paragraph 8) and the other related data identified in the Bidding Documents including "technical data." 7.2 Contractor has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishings of the work. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-6 7.3 Contractor is familiar with and is satisfied as to all federal, state, and local laws and regulations that may affect cost, progress, performance, and furnishing of the work. 7.4 Contractor has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that are identified in Section 00200 "Information Available to Bidders". 7.5 Contractor has obtained and carefully studied (or assumes responsibility for having done so) all such additional supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect costs, progress, performance or furnishing of the work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto. Contractor does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the performance and furnishing of the work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents. 7.6 Contractor is aware of the general nature of work to be performed by Owner and others at the site that relates to the work as indicated in the Contract Documents. 7.7 Contractor has correlated the information known to Contractor, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. 7.8 Contractor has given Engineer written notice of all conflicts, errors, ambiguities or discrepancies that Contractor has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Contractor, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the work. 7.9 Contractor shall perform work with a value of not less than thirty percent (30%) of the Contract Price with his own forces. *Delete this paragraph when preparing final contract, per Addendum 03. 7.10 Warranty. Contractor warrants that the Work including equipment and materials provided shall conform to professional standards of care and practice in effect at the time the Work is performed; be free from all faults, defects or errors; and be of the highest quality. If Contractor is notified in writing of a fault, deficiency or error in the Work provided within one (1) year from expiration date of this Agreement, Contractor shall, at City’s option, either redo such portions of the Work to correct such fault, defect or error, at no additional cost to City; or refund to City the amount paid by City which is Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-7 attributable to such portions of the faulty, defective or erroneous Work, including the costs for obtaining another Contractor to redo the Work. ALL MATERIALS AND SERVICES PROVIDED BY CONTRACTOR, SHALL BE MERCHANTABLE AND FIT FOR THE PURPOSES INTENDED. CONTRACTOR SHALL BE LIABLE FOR SECONDARY, INCIDENTAL OR CONSEQUENTIAL DAMAGES OF ANY NATURE RESULTING FROM ANY WORK PERFORMED UNDER THIS AGREEMENT. ARTICLE 8. CONTRACT DOCUMENTS The Contract Documents, which comprise the entire agreement between Owner and Contractor concerning the work, are attached to this Agreement, made a part hereof, and consist of the following: 8.1 This Scope of work Agreement (Section 00500). 8.2 Exhibits to this Scope of work Agreement (if any). 8.3 Performance Bond, Payment Bonds and Certificates of Insurance (Sections 00610, 00620 and 00650, respectively). 8.4 Notice of Award and Notice to Proceed. 8.5 General Conditions (Section 00710 - NSPE - ACEC Document 1910-8 (1996 Edition), as modified and supplemented. 8.6 Supplementary Conditions (Section 00800) (If Applicable). 8.7 Specific Technical Specifications. 8.9 Contact Documents bearing the general title “LAKEWOOD/REWIS WATER MAIN REPLACEMENT – FEDERAL GRANT FUNDED ARPA PROJECT ITB #24-005” consisting of Divisions 0 through 3 and Appendix A through C, as listed in the Table of Contents thereof, including the Invitation to Bid (Section 00020) and Instructions to Bidders (Section 00100). 8.10 Drawings consisting of a cover sheet and the sheets bearing the following general title: City of Ocoee Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project 8.11 Addenda numbers __to __, inclusive. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-8 8.12 Contractor's Bid (Section 00300) including all required forms. 8.13 Documentation submitted by Contractor prior to Notice of Intent to Award. There are no Contract Documents other than those listed above in this Article 8. The Contract Documents may only be amended, modified, or supplemented, as provided in paragraphs 3.04 of the General Conditions. ARTICLE 9. TERMINATION 9.1 Termination for Cause. If Contractor fails or neglects to perform a material obligation under this Agreement the City shall provide written notice to the Contractor that the Contractor is in default and that City intends to terminate this Agreement if the default(s) are not cured. If the Contractor fails to cure the default(s) or, if such default(s) cannot practicably be cured within five (5) days and Contractor fails to diligently commence to correct the default(s), then the City may, without prejudice to any other remedy, cure such default(s) and/or rectify such deficiencies and charge the Contractor the reasonable cost thereof; or, at the City’s option, may terminate this Agreement. In the event of such termination for cause the Contractor shall turn over to the City all documents, materials, plans, specifications, manuals, records, submittals, correspondence, minutes, memoranda, tape recordings, videos, or other things or electronic data that relate to or concern the work performed by the Contractor under this Agreement. If it is later determined that the City’s termination for cause under this Agreement was improper or not justified, then the parties agree that the termination of the Contractor shall be deemed and treated as a termination for convenience and, the Contractor’s sole and exclusive remedy shall be to receive compensation in the same manner as prescribed for a termination for convenience. 9.2 Termination for Convenience. The City may terminate this Agreement at any time solely for its convenience by providing the Contractor with thirty (30) days written notice. In the event of such a termination by the City for convenience, the City shall be shall pay for all Work properly performed prior to the effective date of the termination and for all materials, supplies and services, which were reasonably utilized to perform the Work through the effective date of the termination for convenience and other normal and reasonable costs incurred by the Contractor that are caused by or reasonably arise out of the termination for convenience. ARTICLE 10. FEDERAL REQUIREMENTS 10.1 All procurements by Federal Grant recipients and sub-recipients shall comply with the provisions of 2 C.F.R. Section 200.317 – 327. All procurement transactions shall be conducted in a manner providing full and open competition consistent with the standards of 2 C.F.R. Section 200.317 – 327. 10.2 The Federal Government is not a party to this contract and is not subject to any obligations or liabilities to the City, Contractor, or any other party pertaining to any Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-9 matter resulting from this contract. In the event of a conflict between the City’s Purchasing Policy, codified at Chapter 21 of the City’s Code of Ordinances, and Federal Code, the more restrictive rule shall prevail. 10.3 Proper documentation is required by the American Rescue Plan Act, per the federal requirements and corresponding forms. 10.4 Media Interaction - The contractor, including all sub-contractors, will not provide any information to the media without the expressed written permission of the City’s Utilities Director. This includes on site interviews requested from any media outlet. All inquiries by a member of the media or any elected official will be directed to the City’s Utilities Director. The Contractor will ensure this guidance is disseminated to all employees and sub-contractors on the project. 10.5 Federal Seal, Logo and Flags - The contractor shall not use the Federal agency’s seal(s), logos, crests, or reproductions of flags or likenesses of Federal agency officials without specific Federal pre-approval. 10.6 Contractor shall comply with the Energy Policy and Conservation Act (42 U.S.C. section 6201). Mandatory standards and policies relating to energy efficiency, contained in any applicable State Energy Conservation Plan, shall be utilized. 10.7 RETENTION OF RECORDS FOR ARPA PROJECTS. The U. S. Department of Treasury requires records to be maintained for a period of five years for the ARP/CSLFRF award. Contractor shall retain all records for ARPA projects and make available upon request for a period of five (5) years following final payment to the contractor. 10.8 2 C.F.R Appendix II to Part 200 - Contract Provisions for Non-Federal Entity Contracts Under Federal Awards: In addition to other provisions required by the Federal agency or non-Federal entity, all contracts made by the non-Federal entity under the Federal award must contain provisions covering the following, as applicable. (A) Contracts for more than the simplified acquisition threshold, which is the inflation adjusted amount determined by the Civilian Agency Acquisition Council and the Defense Acquisition Regulations Council (Councils) as authorized by 41 U.S.C. 1908, must address administrative, contractual, or legal remedies in instances where contractors violate or breach contract terms, and provide for such sanctions and penalties as appropriate. (B) All contracts in excess of $10,000 must address termination for cause and for convenience by the non-Federal entity including the manner by which it will be affected and the basis for settlement. (C) Equal Employment Opportunity. Except as otherwise provided under 41 CFR Part 60, all contracts that meet the definition of “federally assisted construction contract” in 41 CFR Part 60- Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-10 1.3 must include the equal opportunity clause provided under 41 CFR 60-1.4(b), in accordance with Executive Order 11246, “Equal Employment Opportunity” (30 FR 12319, 12935, 3 CFR Part, 1964-1965 Comp., p. 339), as amended by Executive Order 11375, “Amending Executive Order 11246 Relating to Equal Employment Opportunity,” and implementing regulations at 41 CFR part 60, “Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor.” *(D) Davis-Bacon Act, as amended (40 U.S.C. 3141-3148). When required by Federal program legislation, all prime construction contracts in excess of $2,000 awarded by non-Federal entities must include a provision for compliance with the Davis-Bacon Act (40 U.S.C. 3141-3144, and 3146-3148) as supplemented by Department of Labor regulations (29 CFR Part 5, “Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction”). In accordance with the statute, contractors must be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, contractors must be required to pay wages not less than once a week. The non-Federal entity must place a copy of the current prevailing wage determination issued by the Department of Labor in each solicitation. The decision to award a contract or subcontract must be conditioned upon the acceptance of the wage determination. The non-Federal entity must report all suspected or reported violations to the Federal awarding agency. The contracts must also include a provision for compliance with the Copeland “Anti-Kickback” Act (40 U.S.C. 3145), as supplemented by Department of Labor regulations (29 CFR Part 3, “Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States”). The Act provides that each contractor or subrecipient must be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The non-Federal entity must report all suspected or reported violations to the Federal awarding agency. *See notes on the last page of this section regarding the application of the Davis-Bacon Act for ARPA funded projects. (E) Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708). Where applicable, all contracts awarded by the non-Federal entity in excess of $100,000 that involve the employment of mechanics or laborers must include a provision for compliance with 40 U.S.C. 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. 3702 of the Act, each contractor must be required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. (F) Rights to Inventions Made Under a Contract or Agreement. If the Federal award meets the definition of “funding agreement” under 37 CFR § 401.2 (a) and the recipient or subrecipient Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-11 wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that “funding agreement,” the recipient or subrecipient must comply with the requirements of 37 CFR Part 401, “Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements,” and any implementing regulations issued by the awarding agency. (G) Clean Air Act (42 U.S.C. 7401-7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251-1387), as amended - Contracts and subgrants of amounts in excess of $150,000 must contain a provision that requires the non-Federal award to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401- 7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251-1387). Violations must be reported to the Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA). (H) Debarment and Suspension (Executive Orders 12549 and 12689) - A contract award (see 2 CFR 180.220) must not be made to parties listed on the governmentwide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989 Comp., p. 235), “Debarment and Suspension.” SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. (I) Byrd Anti-Lobbying Amendment (31 U.S.C. 1352) - Contractors that apply or bid for an award exceeding $100,000 must file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must also disclose any lobbying with non-Federal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the non-Federal award. (J) § 200.323. Procurement of recovered materials - A non-Federal entity that is a state agency or agency of a political subdivision of a state and its contractors must comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 CFR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines. (K) § 200.216. Prohibition on certain telecommunications and video surveillance services or equipment (a) Recipients and subrecipients are prohibited from obligating or expending loan or grant funds to: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-12 (1) Procure or obtain; (2) Extend or renew a contract to procure or obtain; or (3) Enter into a contract (or extend or renew a contract) to procure or obtain equipment, services, or systems that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. As described in Public Law 115-232, section 889, covered telecommunications equipment is telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities). (i) For the purpose of public safety, security of government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities). (ii) Telecommunications or video surveillance services provided by such entities or using such equipment. (iii) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of the National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country. (b) In implementing the prohibition under Public Law 115-232, section 889, subsection (f), paragraph (1), heads of executive agencies administering loan, grant, or subsidy programs shall prioritize available funding and technical support to assist affected businesses, institutions and organizations as is reasonably necessary for those affected entities to transition from covered communications equipment and services, to procure replacement equipment and services, and to ensure that communications service to users and customers is sustained. (c) See Public Law 115-232, section 889 for additional information. (d) See also § 200.471. (L) § 200.322. Domestic preferences for procurements – (a) As appropriate and to the extent consistent with law, the non-Federal entity should, to the greatest extent practicable under a Federal award, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States (including but not limited to iron, aluminum, steel, cement, and other manufactured products). The requirements of this section must be included in all subawards including all contracts and purchase orders for work or products under this award. (b) For purposes of this section: (1) “Produced in the United States” means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States. (2) “Manufactured products” means items and construction materials composed in whole or in part of non-ferrous metals such as aluminum; plastics and polymer-based products such as polyvinyl chloride pipe; aggregates such as concrete; glass, including optical fiber; and lumber. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-13 [78 FR 78608, Dec. 26, 2013, as amended at 79 FR 75888, Dec. 19, 2014; 85 FR 49577, Aug. 13, 2020] End of 2 C.F.R. Appendix II to Part 200 *NOTE: For federal grant funded ARPA projects, the Davis-Bacon Act applies to infrastructure projects over $10 million. Additionally, recipients may be otherwise subject to the requirements of the Davis-Bacon Act, when CSFRF/CLFRF award funds are used on a construction project in conjunction with funds from another federal program that requires enforcement of the Davis-Bacon Act. Wage Determinations can be located at https://sam.gov/content/wage-determinations. ARTICLE 11. MISCELLANEOUS 11.1 Terms used in this Agreement that are defined in Article 1 (Definitions) of the General Conditions shall have the meanings indicated in the General Conditions, as may be modified in the Supplementary Conditions. 11.2 No assignment by a party hereto of any rights under, or interests in, the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically, but without limitation, moneys that may become due, and moneys that are due, may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. Notwithstanding the foregoing, the Owner may assign this contract to the State of Florida or any political subdivision, municipality, special district or authority thereof without Contractor's consent and without recourse. 11.3 Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives to the other party hereto, his partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 11.4 Chapter 558, Florida Statutes: The parties agree that the provisions of Chapter 558, Florida Statutes are not applicable to this Agreement. 11.5 Waiver of Jury Trial; Legal Costs. It is mutually agreed by and between the Contract and Owner that each of the parties do hereby waive trial by jury in any action, proceeding or claim which may be brought by either of the parties hereto against the other on any matters concerning or arising out of this Agreement. The parties further agree that the sole and exclusive venue for any action to enforce this agreement shall be in The Circuit Court of the Ninth Judicial Circuit in and for Orange County, Florida. 11.6 SCRUTINIZED COMPANIES: The Respondent certifies that the company is not participating in a boycott of Israel. The Respondent certifies that the Respondent is not on the Scrutinized Companies that Boycott Israel List, not on the Scrutinized Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-14 Companies with Activities in Sudan List, not on the Scrutinized Companies with activities in the Iran Petroleum Energy Sector List, or has been engaged in business operations in Cuba or Syria, as those terms are used and defined in sections 287.135 and 215.473 of the Florida Statutes. In the event that the Respondent is unable to provide such certification but still seeks to be considered for award of this solicitation, the Respondent shall, on a separate piece of paper, clearly state that it is on one or both of the Scrutinized Companies lists and shall furnish together with its proposal a duly executed written explanation of the facts supporting any exception to the requirement for certification that it claims under Section 287.135 of the Florida Statutes. The Respondent agrees to cooperate fully with the City in any investigation undertaken by the City to determine whether the claimed exception would be applicable. The City shall have the right to terminate any contract resulting from this solicitation for default if the Respondent is found to have submitted a false certification, or to have been placed on the Scrutinized Companies that Boycott Israel List, or to have been placed on the Scrutinized Companies for Activities in Sudan List, or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or has been engaged in business operations in Cuba or Syria. 11.7 Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 11.8 To the degree records are not exempt or confidential under Florida’s Public Records law, Contractor agrees to comply with Chapter 119, Florida Statutes, and particularly Section 119.0701, Florida Statutes, relating to a contractor’s obligation with regard to public records. 11.9 PUBLIC RECORDS COMPLIANCE The City of Ocoee (City) is a public agency subject to Chapter 119, Florida Statutes. Contractor agrees to comply with Florida’s Public Records Law. Specifically, Contractor shall: 1. Keep and maintain public records required by City to perform the service. 2. Upon request from City’s custodian of public records, provide City with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in chapter 119, Florida Statutes, or as otherwise provided by law. 3. Ensure that public records that are exempt or confidential and exempt from the public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if Contractor does not transfer the records to City. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-15 4. Upon completion of the contract, Contractor agrees to transfer at no cost to City all public records in possession of Contractor or keep and maintain public records required by City to perform the service. If Contractor transfers all public record to City upon completion of the contract, Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If Contractor keeps and maintains public records upon completion of the contract, Contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to City, upon request from City’s custodian of public records, in a format that is compatible with the information technology systems of City. 5. A Contractor who fails to provide the public records to City within a reasonable time may be subject to penalties under section 119.10, Florida Statutes. IF CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT 407-905-3100, EXTENSION 1022, CCDL@OCOEE.ORG, WITH AN OFFICE LOCATED AT 1 N. BLUFORD AVENUE, OCOEE, FLORIDA 34761. 11.10 By entering into this Contract, the awarded Contractor is obligated to comply with the provisions of § 448.095, Fla. Stat., "Employment Eligibility." This includes, but is not limited to utilization of the E-Verify System to verify the work authorization status of all newly hired employees, and requiring all subcontractors to provide an affidavit attesting that the subcontractor does not employ, contract with, or subcontract with, an alien unauthorized to work in the USA. Failure to comply will lead to termination of this contract, or if a subcontractor knowingly violates the statute, the subcontractor must be terminated immediately. If the Contract is terminated pursuant to Section 448.095, Fla. Stat., such termination is not a breach of contract and may not be considered as such. Any challenge to termination under this provision must be filed in the Ninth Judicial Circuit Court of Florida no later than 20 calendar days after the date of termination. If the Contract is terminated for a violation of Section 448.095 Fla. Stat., by the Contractor, the Contractor shall be liable for any additional costs incurred by the City as a result of the termination of the Contract. Nothing in the E- Verify Certification shall be construed to allow intentional discrimination of any class protected by law. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-16 E-VERIFY REGISTRATION AND USE. A. Pursuant to section 448.095, Florida Statutes, Contractor shall register with and use the U.S. Department of Homeland Security's E-Verify system, https://e-verify.uscis.gov/emp, to verify the work authorization status of all Contractor employees hired on and after January 1, 2021. B. Subcontractors (i) Contractor shall also require all subcontractors performing work under this Agreement to use the E-Verify system for any employees they may hire during the term of this Agreement. (ii) Contractor shall obtain from all such subcontractors an affidavit stating the subcontractor does not employ, contract with, or subcontract with an unauthorized alien, as defined in section 448.095, Florida Statutes. (iii) Contractor shall maintain a copy of all subcontractor affidavits for the duration of the Agreement. C. Contractor must provide evidence of compliance with section 448.095, Florida Statutes. Evidence shall consist of an affidavit from the Contractor stating all employees hired on and after January 1, 2021 have had their work authorization status verified through the E-Verify system and a copy of their proof of registration in the E-Verify system. D. Failure to comply with this provision is a material breach of the Agreement, and shall result in the immediate termination of the Agreement without penalty to the City. Contractor shall be liable for all costs incurred by the City to secure a replacement Agreement, including but not limited to, any increased costs for the same services, any costs due to delay, and rebidding costs, if applicable. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00500-17 IN WITNESS WHEREOF, the parties hereto have signed this Agreement. All portions of the Contract Documents have been signed or identified by Owner and Contractor or by Engineer on his behalf. CONTRACTOR: BY: ________________________________________ PRINT NAME: ______________________________ TITLE: _____________________________________ WITNESSES: NAME: NAME: TITLE: TITLE: OWNER: CITY OF OCOEE, FLORIDA ATTEST: APPROVED: BY: BY: Melanie Sibbitt, City Clerk Rusty Johnson, Mayor (SEAL) FOR USE AND RELIANCE ONLY BY APPROVED BY CITY OF OCOEE THE CITY OF OCOEE, FLORIDA COMMISSION AT A MEETING HELD APPROVED AS TO FORM AND LEGALITY on __________, under Agenda Item __. this day of , 202__ FISHBACK DOMINICK BY: Richard S. Geller, Esq., City Attorney END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00610-1 SECTION 00610 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS that , (hereinafter referred to as "Principal"), and , a corporation organized under the laws of the State of and licensed to do business in the State of _, (hereinafter referred to as "Surety"), and held and firmly bound unto the City of Ocoee, Florida, as Obligee, (hereinafter referred to as "Obligee"), in the Penal Sum of , for the payment of which sum well and truly made, Principal and Surety bind themselves, their heirs, personal representatives, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated ______ , 20___, entered into a contract, (hereinafter referred to as the "Contract") with Obligee for the construction of ITB #24-005 Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project (hereinafter referred to as the "Project") in accordance with the plans and specifications dated February 2024 and the Contract Documents prepared by Hazen and the City of Ocoee dated February 2024; and NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH THAT IF Principal shall well and truly perform all the undertakings, covenants, terms, conditions, and agreements of said Contract including, but not limited to, the making of payments to persons or entities providing labor, materials or services to Principal under the Contract, as well as, fulfilling all warranty obligations required after the Certificate of Completion is issued, within the time provided therein, and any extensions thereof that may be granted by Obligee, and also during the life of any warranty or guaranty required under said Contract, and shall also well and truly perform all undertakings, covenants, terms, conditions, and agreements of any and all duly authorized and modifications of said Contract that may hereafter be made, and shall pay, compensate, indemnify and save harmless the said Obligee of and from any and all loss, damage and expense, or from any breach or default by Principal under the Contract, including, but not limited to, liquidated damages, damages caused by delays in performance of the Principal, Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00610-2 expenses, cost and attorneys' fees, including appellate proceedings, that Obligee sustains resulting directly or indirectly from failure of the Principal to perform the Work identified by the Contract, then this obligations shall be null and void; otherwise, it shall remain in full force and effect and Surety shall be liable to Obligee under this Performance Bond. The Surety's obligations hereunder shall be direct and immediate and not conditional or contingent upon Obligee's pursuit of its remedies against Principal, and shall remain in full force and effect notwithstanding (i) amendments or modifications to the contract or contract entered into by Obligee and Principal without the Surety's knowledge or consent; (ii) waivers of compliance with or any default under the Contract granted by Obligee to Principal or by Principal to Obligee without the Surety's knowledge or consent; (iii) the discharge of Principal from its obligations under the Contract as a result of any proceeding initiated under The Bankruptcy Code of 1978, as the same may be amended, or any similar state or federal law, or any limitation of the liability of Principal or its estate as a result of any such proceedings; or (iv) any other action taken by Obligee or Principal that would, in the absence of this clause, result in the release or discharge by operation of law of the Surety from its obligations hereunder. In the event that the Surety fails to fulfill its obligations under this Performance Bond, then the Surety shall also indemnify and save the Obligee harmless from any and all loss, damage, cost and expense, including reasonable attorneys' fees and other legal costs for all trial and appellate proceedings, resulting directly or indirectly from the Surety's failure to fulfill its obligations hereunder. This paragraph shall survive the termination or cancellation of this Performance Bond. The obligations set forth in this paragraph shall not be limited by the Penal Sum of this Bond. Any changes in or under the Contract or the Contract and compliance or noncompliance with any formalities connected with the Contract or the Contract or the changes therein shall not affect Surety's obligations under this bond, and Surety hereby waives notice of any such changes. Further, Principal and Surety acknowledge that the Penal Sum of this bond shall increase or decrease in accordance with approved changes or modifications to the Contract. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00610-3 The said Principal and the said surety agree that this bond shall inure to the benefit of all persons supplying labor and material in the prosecution of the work provided for in the said subcontract, as well as to the Obligee, and that such persons may maintain independent actions upon this bond in their own names. IN WITNESS WHEREOF, Principal and Surety have executed this instrument under their several seals on the day of , 20__, the name and corporate seal of each corporate party being hereto affixed and these presents fully signed by its undersigned representative, pursuant to the authority of its governing body. Signed, sealed and delivered in the presence of: Principal By: (SEAL) (Official Title) Surety By: (SEAL) (Official Title) NOTES: If Principal and Surety are corporations, the respective corporate seal should be affixed and attached. Surety shall execute and attach a certified copy of Power of Attorney Appointing Individual Attorney-In-Fact for execution of Performance Bond on behalf of Surety. END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00620-1 SECTION 00620 STATUTORY PAYMENT BOND Bidder shall provide the City with a Statutory Payment Bond in the amount of the contract bid. Statutory Payment Bond Pursuant to Florida Statutes, 255.05, et seq. KNOW ALL MEN BY THESE PRESENTS, THAT _________________________________ (hereinafter called the “Principal”), as Principal, and ________________________________, a corporation organized and existing under the laws of the State of _______________, hereinafter called the “Surety”), as Surety, are held and firmly bound unto the City of Ocoee, Florida, (hereinafter called the “Obligee"), by bond number ___________ in the sum of ___________ ______________________________________ Dollars and ____ Cents ($ _______ ), for the payment of which sum well and truly to be made, the said Principal and Surety bind themselves, and their respective heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a written Contract with the Obligee dated , 20__ to perform, as Contractor, in accordance with the Contract and Contract Documents, which Contract and Contract Documents are hereby incorporated herein by reference. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal promptly makes payments to all claimants, as defined in Section 255.05 (1), Florida Statutes, that provide or furnish the Principal with labor, materials, or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in the contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Principal and the Surety agree that this Bond shall inure to the benefit of all claimants, as defined in Section 255.05 (1), Florida Statutes, that provide or furnish the Principal with labor, materials, or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in said Contract, and that any such claimant may maintain an independent action upon this Bond in its own name. The provisions of Florida Statutes, Section 255.05, et seq. are hereby incorporated herein by reference and made a part of this payment bond including, but not limited to, the notice and time limitation provisions in subsection (2). Any action instituted by a claimant under this bond for payment must be in accordance with the notice and time limitation provisions in Section 255.05 (2), Florida Statutes. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00620-2 IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their several seals this _______ day of , 20__, the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. (Seal) (Principal) By (Name & Title) (Signature) Witness or Secretary’s Attestation (Seal) (Surety) By (Name & Title*) (Signature) Witness or Secretary’s Attestation *Attach Power-Of-Attorney END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00630-1 SECTION 00630 CONSTRUCTION PERFORMANCE AND PAYMENT BONDS CITY OF OCOEE ITB #24-005 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project I, , certify that I am the Secretary of the corporation named as Principal in the foregoing Construction Performance and Payment Bonds; that ___________________________, who signed the said Bonds on behalf of the Principal, was then of said corporation; that I know (his, her) signature, and (his, her) signature thereto is genuine, and that said Bonds were duly signed, sealed, and attested for and in behalf of said corporation by authority of its governing body. Secretary (Corporate Seal) Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00630-2 (SURETY COMPANY LETTERHEAD) _______________________________, 20__ Alexis Chentouf Purchasing Technician City of Ocoee 1 N. Bluford Avenue Ocoee, FL 34761 (407) 905-3100 ext. 3111 RE: Construction Performance and Payment Bonds Authority to Date Bond and Power of Attorney Bond No.: _________________ Project Name: CITY OF OCOEE ITB #24-005 Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project Dear Mrs. Chentouf: Please be advised that as Obligee on the above referenced bond executed in your behalf for the captioned project, you are hereby authorized to date the bonds and the powers of attorney concurrent with the date of the contract. Best Regards, (Surety Company's Name) Attorney-in-Fact END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00640-1 SECTION 00640 WAIVER OF RIGHT TO CLAIM AGAINST THE PAYMENT BOND (FINAL PAYMENT) (Section 255.05) The undersigned, in consideration of the final payment in the amount of $ hereby waives its right to claim against the payment bond for labor, services, or materials furnished to ___ insert the name of your customer) on the job of (insert name of the owner), for improvements to the following described project: DESCRIPTION OF PROJECT: • Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project is located in, Ocoee, Florida. All Work for the project shall be constructed in accordance with the drawings and specifications prepared for the City by Hazen. The project will be awarded and constructed, in conformance with these plans, specifications, Project Manual and City of Ocoee Engineering Standards Manual. Bids shall be deemed to include all items necessary for the furnishing, delivering, and installing of all materials, equipment, incidentals, and services, including all labor for the work to construct and make complete the Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project. • Work under this contract comprises furnishing the labor, material, equipment, tools, services and other incidentals required to construct and make complete for use the construction of Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project. The project consists generally of the construction of a new electrical building for the City’s wastewater treatment facility. • This Scope of Work is not to be limited by this description and will include additional and incidental related work as required and more fully set forth in the Contract Documents. • Omission of a specific item or component part of a system obviously necessary for the proper functioning of the system shall not relieve the Contractor of the responsibility of furnishing the item as part of the work at no additional cost to the Owner. • The Contractor shall perform the work complete, in place, and ready for continuous service, and shall include repairs, testing, permits, cleanup, replacements and restoration required as a result of damages caused during this construction. DATE , (Claimant) By: END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00650-1 SECTION 00650 INSURANCE CERTIFICATE Bidder is to provide City of Ocoee with completed Certificate Liability Insurance listing City of Ocoee as a Certificate Holder, and listing the City of Ocoee as Additional Insured. SECTION 710 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 1 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT City of Ocoee (Revised November, 2023) Notice: This section of the Project Manual is derived and adapted from the EJCDC C-710 Standard General Conditions of the Construction Contract, Funding Agency Edition, but has been substantially modified to conform to the needs of the City of Ocoee. The City does not represent or imply that this is an EJCDC document. Those portions included from EJCDC publications are copyrighted and subject to the terms and conditions of a license granted to the City of Ocoee for their use. Portions Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 2 TABLE OF CONTENTS Page Article 1 – Definitions and Terminology ............................................................................................................................................ 5 1.01 Defined Terms ............................................................................................................................................................ 5 1.02 Terminology ............................................................................................................................................................... 8 Article 2 – Preliminary Matters .......................................................................................................................................................... 9 2.01 Delivery of Bonds and Evidence of Insurance .......................................................................................................... 9 2.02 Copies of Documents ............................................................................................................................................... 10 2.03 Commencement of Contract Times; Notice to Proceed .......................................................................................... 10 2.04 Starting the Work ..................................................................................................................................................... 10 2.05 Before Starting Construction ................................................................................................................................... 10 2.06 Preconstruction Conference ..................................................................................................................................... 10 2.07 Initial Acceptance of Schedules ............................................................................................................................... 10 Article 3 – Contract Documents: Intent, Amending, Reuse ............................................................................................................ 11 3.01 Intent ......................................................................................................................................................................... 11 3.02 Reference Standards ................................................................................................................................................. 11 3.03 Reporting and Resolving Discrepancies .................................................................................................................. 11 3.04 Amending and Supplementing Contract Documents ............................................................................................... 12 3.05 Reuse of Documents ................................................................................................................................................ 12 3.06 Electronic Data ......................................................................................................................................................... 13 Article 4 – Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points13 4.01 Availability of Lands ................................................................................................................................................ 13 4.02 Subsurface and Physical Conditions ........................................................................................................................ 13 4.03 Differing Subsurface or Physical Conditions........................................................................................................... 14 4.04 Underground Facilities ............................................................................................................................................. 15 4.05 Reference Points ....................................................................................................................................................... 16 4.06 Hazardous Environmental Condition at Site ........................................................................................................... 16 Article 5 – Bonds and Insurance ....................................................................................................................................................... 18 5.01 Performance, Payment, and Other Bonds ................................................................................................................ 18 5.02 Licensed Sureties and Insurers ................................................................................................................................. 18 5.03 Certificates of Insurance........................................................................................................................................... 18 5.04 Contractor’s Liability Insurance .............................................................................................................................. 18 5.05 Owner’s Liability Insurance ..................................................................................................................................... 21 5.06 Property Insurance ................................................................................................................................................... 21 5.07 Waiver of Rights ...................................................................................................................................................... 22 5.08 Receipt and Application of Insurance Proceeds ...................................................................................................... 22 5.09 Acceptance of Bonds and Insurance; Option to Replace ........................................................................................ 23 5.10 Partial Utilization, Acknowledgment of Property Insurer ....................................................................................... 23 Article 6 – Contractor’s Responsibilities .......................................................................................................................................... 23 6.01 Supervision and Superintendence ............................................................................................................................ 23 6.02 Labor; Working Hours ............................................................................................................................................. 23 6.03 Services, Materials, and Equipment ......................................................................................................................... 25 6.04 Progress Schedule .................................................................................................................................................... 25 6.05 Substitutes and “Or-Equals” .................................................................................................................................... 25 6.06 Concerning Subcontractors, Suppliers, and Others ................................................................................................. 28 6.07 Patent Fees and Royalties......................................................................................................................................... 29 6.08 Permits ...................................................................................................................................................................... 29 6.09 Laws and Regulations .............................................................................................................................................. 29 6.10 Taxes ........................................................................................................................................................................ 30 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 3 6.11 Use of Site and Other Areas ..................................................................................................................................... 30 6.12 Record Documents ................................................................................................................................................... 30 6.13 Safety and Protection ............................................................................................................................................... 31 6.14 Safety Representative ............................................................................................................................................... 31 6.15 Hazard Communication Programs ........................................................................................................................... 32 6.16 Emergencies ............................................................................................................................................................. 32 6.17 Shop Drawings and Samples .................................................................................................................................... 32 6.18 Continuing the Work ................................................................................................................................................ 33 6.19 Contractor’s General Warranty and Guarantee ....................................................................................................... 33 6.20 Indemnification ........................................................................................................................................................ 34 6.21 Delegation of Professional Design Services ............................................................................................................ 34 Article 7 – Other Work at the Site .................................................................................................................................................... 35 7.01 Related Work at Site ................................................................................................................................................ 35 7.02 Coordination ............................................................................................................................................................. 36 7.03 Legal Relationships .................................................................................................................................................. 36 Article 8 – Owner’s Responsibilities ................................................................................................................................................ 36 8.01 Communications to Contractor ................................................................................................................................ 36 8.02 Replacement of Engineer ......................................................................................................................................... 36 8.03 Furnish Data ............................................................................................................................................................. 36 8.04 Pay When Due.......................................................................................................................................................... 36 8.05 Lands and Easements; Reports and Tests ................................................................................................................ 36 8.06 Insurance .................................................................................................................................................................. 37 8.07 Change Orders .......................................................................................................................................................... 37 8.08 Inspections, Tests, and Approvals ........................................................................................................................... 37 8.09 Limitations on Owner’s Responsibilities ................................................................................................................. 37 8.10 Undisclosed Hazardous Environmental Condition .................................................................................................. 37 Article 9 – Engineer’s Status During Construction .......................................................................................................................... 37 9.01 Owner’s Representative ........................................................................................................................................... 37 9.02 Visits to Site ............................................................................................................................................................. 37 9.03 Project Representative.............................................................................................................................................. 38 9.04 Authorized Variations in Work ................................................................................................................................ 41 9.05 Rejecting Defective Work ........................................................................................................................................ 41 9.06 Shop Drawings, Change Orders and Payments ....................................................................................................... 41 9.07 Determinations for Unit Price Work ........................................................................................................................ 41 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work ................................................... 41 9.09 Limitations on Engineer’s Authority and Responsibilities ...................................................................................... 42 Article 10 – Changes in the Work; Claims ....................................................................................................................................... 42 10.01 Authorized Changes in the Work ............................................................................................................................. 42 10.02 Unauthorized Changes in the Work ......................................................................................................................... 42 10.03 Execution of Change Orders .................................................................................................................................... 43 10.04 Notification to Surety ............................................................................................................................................... 43 10.05 Claims ....................................................................................................................................................................... 43 Article 11 – Cost of the Work; Allowances; Unit Price Work ......................................................................................................... 44 11.01 Cost of the Work ...................................................................................................................................................... 44 11.02 Allowances ............................................................................................................................................................... 46 11.03 Unit Price Work ....................................................................................................................................................... 46 Article 12 – Change of Contract Price; Change of Contract Times ................................................................................................. 47 12.01 Change of Contract Price ......................................................................................................................................... 47 12.02 Change of Contract Times ....................................................................................................................................... 48 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 4 12.03 Delays ....................................................................................................................................................................... 48 Article 13 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ........................................................ 49 13.01 Notice of Defects ...................................................................................................................................................... 49 13.02 Access to Work ........................................................................................................................................................ 49 13.03 Tests and Inspections ............................................................................................................................................... 49 13.04 Uncovering Work ..................................................................................................................................................... 50 13.05 Owner May Stop the Work ...................................................................................................................................... 50 13.06 Correction or Removal of Defective Work ............................................................................................................. 51 13.07 Correction Period ..................................................................................................................................................... 51 13.08 Acceptance of Defective Work ................................................................................................................................ 52 13.09 Owner May Correct Defective Work ....................................................................................................................... 52 Article 14 – Payments to Contractor and Completion ...................................................................................................................... 52 14.01 Schedule of Values ................................................................................................................................................... 52 14.02 Progress Payments ................................................................................................................................................... 52 14.03 Contractor’s Warranty of Title ................................................................................................................................. 55 14.04 Substantial Completion ............................................................................................................................................ 55 14.05 Partial Utilization ..................................................................................................................................................... 56 14.06 Final Inspection ........................................................................................................................................................ 56 14.07 Final Payment ........................................................................................................................................................... 56 14.08 Final Completion Delayed ....................................................................................................................................... 57 14.09 Waiver of Claims ..................................................................................................................................................... 58 Article 15 – Suspension of Work and Termination .......................................................................................................................... 58 15.01 Owner May Suspend Work ...................................................................................................................................... 58 15.02 Owner May Terminate for Cause............................................................................................................................. 58 15.03 Owner May Terminate For Convenience ................................................................................................................ 59 15.04 Contractor May Stop Work or Terminate ................................................................................................................ 60 Article 16 – Dispute Resolution ........................................................................................................................................................ 60 16.01 Methods and Procedures .......................................................................................................................................... 61 Article 17 – Miscellaneous ............................................................................................................................................................... 60 17.01 Giving Notice ........................................................................................................................................................... 60 17.02 Computation of Times.............................................................................................................................................. 61 17.03 Cumulative Remedies .............................................................................................................................................. 61 17.04 Survival of Obligations ............................................................................................................................................ 61 17.05 Controlling Law ....................................................................................................................................................... 62 17.06 Headings ................................................................................................................................................................... 61 Article 18 – Federal Requirements ................................................................................................................................................... 62 18.01 Agency Not a Party .................................................................................................................................................. 62 18.02 Contract Approval .................................................................................................................................................... 62 18.03 Conflict of Interest ................................................................................................................................................... 62 18.04 Gratuities .................................................................................................................................................................. 63 18.05 Audit and Access to Records ................................................................................................................................... 63 18.06 Small, Minority and Women’s Businesses .............................................................................................................. 63 18.07 Anti-Kickback .......................................................................................................................................................... 63 18.08 Clean Air and Pollution Control Acts ...................................................................................................................... 63 18.09 State Energy Policy .................................................................................................................................................. 64 18.10 Equal Opportunity Requirements............................................................................................................................. 64 18.11 Restrictions on Lobbying ......................................................................................................................................... 64 18.12 Environmental Requirements ................................................................................................................................... 64 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 5 GENERAL CONDITIONS ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda – Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agency – The Federal or state governmental agency named as such in the Agreement, which in this instance is the City of Ocoee. . 3. Agreement – The written instrument which is evidence of the agreement between Owner and Contractor covering the Work. 4. Application for Payment – The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 5. Asbestos – Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 6. Bid – The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder – The individual or entity who submits a Bid directly to Owner in accordance with the Bidding Documents. 8. Bidding Documents – The Bidding Requirements and the proposed Contract Documents (including all Addenda). This may include the Invitation To Bid and the Instructions to Bidders 9. Bidding Requirements – The Advertisement or Invitation to Bid, Instructions to Bidders, bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Change Order – A document recommended by Engineer which is signed by Contractor and Owner and Agency and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 11. Claim – A demand or assertion by Owner or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. 12. Contract – The entire and integrated written agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 6 13. Contract Documents – Those items so designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor’s submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 14. Contract Price – The moneys payable by Owner to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 15. Contract Times – The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any, (ii) achieve Substantial Completion; and (iii) complete the Work so that it is ready for final payment as evidenced by Engineer’s written recommendation of final payment. 16. Contractor – The individual or entity with whom Owner has entered into the Agreement. 17. Cost of the Work – See Paragraph 11.01.A for definition. 18. Drawings – That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined. 19. Effective Date of the Agreement – The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 20. Engineer – The individual or entity named as such in the Agreement. 21. Field Order – A written order issued by Engineer which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times. 22. General Requirements – Sections of Division 1 of the Specifications. The General Requirements pertain to all sections of the Specifications. 23. Hazardous Environmental Condition – The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto in connection with the Work. 24. Hazardous Waste – The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 25. Laws and Regulations; Laws or Regulations – Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 26. Liens – Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 27. Milestone – A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 28. Notice of Award – The written notice by Owner to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement. 29. Notice to Proceed – A written notice given by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform the Work under the Contract Documents. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 7 30. Owner – The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. For purposes of this Agreement, the Owner is the City of Ocoee, referred to either as the City or the Owner. 31. PCBs – Polychlorinated biphenyls. 32. Petroleum – Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 33. Progress Schedule – A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Times. 34. Project – The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part. 35. Project Manual – The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 36. Radioactive Material – Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 37. Related Entity – An officer, director, partner, employee, agent, consultant, or subcontractor. 38. Resident Project Representative – The authorized representative of Engineer who may be assigned to the Site or any part thereof. 39. Samples – Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 40. Schedule of Submittals – A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 41. Schedule of Values – A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor’s Applications for Payment. 42. Shop Drawings – All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 43. Site – Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by Owner which are designated for the use of Contractor. 44. Specifications – That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. The Specifications are included in the Project Manual for the project. 45. Subcontractor – An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 8 46. Substantial Completion – The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms “substantially complete” and “substantially completed” as applied to all or part of the Work refer to Substantial Completion thereof. Final Completion shall be achieved only be acceptance of all of the Work by the Owner, as evidenced by its signature on the Final Certificate of Completion, which, in any event, shall only occur after the Owner has observed and approved such demonstration testing of the Project or has otherwise assured itself that all of the provisions and requirements of the Contract Documents have been fully satisfied. 47. Successful Bidder – The Bidder submitting a responsive Bid to whom Owner makes an award. 48. Supplementary Conditions – That part of the Contract Documents which amends or supplements these General Conditions. 49. Supplier – A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or any Subcontractor. 50. Underground Facilities – All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 51. Unit Price Work – Work to be paid for on the basis of unit prices. 52. Work – The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 53. Work Change Directive – A written statement to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and Agency upon recommendation of the Engineer ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 1.02 Terminology A. The following words or terms are not defined but, when used in the Bidding Requirements or Contract Documents, have the following meaning. B. Intent of Certain Terms or Adjectives 1. The Contract Documents include the terms “as allowed,” “as approved,” “as ordered”, “as directed” or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action or determination will be solely to evaluate, in general, the Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 9 or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the Contract Documents. C. Day 1. The word “day” means a calendar day of 24 hours measured from midnight to the next midnight. D. Defective 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents, or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents, or c. has been damaged prior to Engineer’s recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 14.04 or 14.05). E. Furnish, Install, Perform, Provide 1. The word “furnish,” when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word “install,” when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. 3. The words “perform” or “provide,” when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. 4. When “furnish,” “install,” “perform,” or “provide” is not used in connection with services, materials, or equipment in a context clearly requiring an obligation of Contractor, “provide” is implied. F. Unless stated otherwise in the Contract Documents, words or phrases which have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 – PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish in accordance with applicable Florida Law.. B. Evidence of Insurance: Before any Work at the Site is started, Contractor and Owner shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which Contractor and Owner respectively are required to purchase and maintain in accordance with Article 5. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 10 2.02 Copies of Documents A. After the Contract has been executed, the Contractor will be furnished one (1) complete set of reproducible plans in electronic format, three (3) signed and sealed full-size prints, and one (1) 11”x17” print of the Drawings, one (1) complete set of the Project Manual (Contract Requirements and Specifications), and one (1) complete set of all addenda. The Contractor shall furnish each of the subcontractors, manufacturers, and material men such copies of the Contract Documents as may be required for their work. All copies of the Contract Documents shall be printed from the reproducible sets furnished to the Contractor. All costs of reproduction and printing shall be borne by the Contractor. The Contractor shall submit a complete set of reproducible Mylar ® sepias back to the Engineer as Project Record Drawings, as addressed in Section 1.07.E of the Contract General Requirements.. 2.03 Commencement of Contract Times; Notice to Proceed A. A Notice to Proceed may be given to Contractor at any time within thirty (30) days after the Effective Date of the Agreement. The Contract Time will commence to run on the date specified in the Notice to Proceed. 2.04 Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run. 2.05 Before Starting Construction A. Preliminary Schedules: Within 21 days after the Contract Award, but in any event no later than the Preconstruction Conference, Contractor shall submit to Engineer for timely review: 1. a preliminary Progress Schedule; 2. a preliminary Schedule of Submittals; and 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.06 Preconstruction Conference A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, Agency, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. 2.07 Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.05.A. Contractor shall have an additional 10 days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 11 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work nor interfere with or relieve Contractor from Contractor’s full responsibility therefor. 2. Contractor’s Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. 3. Contractor’s Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. ARTICLE 3 – CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be provided whether or not specifically called for at no additional cost to Owner. C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as provided in Article 9. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual or code, or any instruction of a Supplier shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to Owner, or Engineer, or any of their Related Entities, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies 1. Contractor’s Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor may discover and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. 2. Contractor’s Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents or Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 12 between the Contract Documents and any provision of any Law or Regulation applicable to the performance of the Work or of any standard, specification, manual or code, or of any instruction of any Supplier, Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor knew or reasonably should have known thereof. B. Resolving Discrepancies 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, code, or instruction (whether or not specifically incorporated by reference in the Contract Documents); or b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following ways: 1. A Field Order; 2. Engineer’s approval of a Shop Drawing or Sample; (Subject to the provisions of Paragraph 6.17.D.3) or 3. Engineer’s written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or Engineer’s consultants, including electronic media editions; or 2. reuse any of such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaption by Engineer. B. The prohibition of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 13 3.06 Electronic Data A. Copies of data furnished by Owner or Engineer to Contractor or Contractor to Owner or Engineer that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user’s sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data’s creator, the party receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, after which the receiving party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60-day acceptance period will be corrected by the transferring party. C. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data’s creator. ARTICLE 4 – AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. Owner will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If Contractor and Owner are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay in Owner’s furnishing the Site or a part thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. B. Upon reasonable written request, Owner shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed and Owner’s interest therein as necessary for giving notice of or filing a mechanic’s or construction lien against such lands in accordance with applicable Laws and Regulations. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. D. If all lands and rights-of-way are not obtained as herein contemplated before construction begins, CONTRACTOR shall begin the Work upon such land and rights-of-way as OWNER has previously acquired and no claim for damages whatsoever will be allowed by reason of the delay in obtaining the remaining lands and rights-of-way. Should OWNER be prevented or enjoined from proceeding with the Work, or from authorizing its prosecution, either before or after the commencement, by reason of any litigation, or by reason of its inability to procure any lands or rights-of-way for the Work, CONTRACTOR shall not be entitled to make or assert a claim for Additional Compensation by reason of said delay, or to withdraw from the Agreement except by consent of OWNER. Time for completion of the Work will be extended as provided in Article 12, to such time as OWNER determines will compensate for the time lost by such delay." An extension of Contract time will be Contractor's sole and exclusive remedy of delay. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Contract Documents may identify: 1. those reports of explorations and tests of subsurface conditions at or contiguous to the Site that Engineer has used in preparing the Contract Documents; and Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 14 2. those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) that Engineer has used in preparing the Contract Documents. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the general accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in the Supplementary Conditions. Except for such reliance on such “technical data,” Contractor may not rely upon or make any claim against Owner or Engineer, or any of their Related Entities with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any “technical data” or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition at or contiguous to the Site that is uncovered or revealed either: 1. is of such a nature as to establish that any “technical data” on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. B. Engineer’s Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of Owner’s obtaining additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to Contractor) of Engineer’s findings and conclusions. C. Possible Price and Times Adjustments 1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in Contractor’s cost of, or time required for, performance of the Work; subject, however, to the following: a. such condition must meet any one or more of the categories described in Paragraph 4.03.A; and b. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of Paragraphs 9.07 and 11.03. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 15 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if: a. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor’s making such final commitment; or c. Contractor failed to give the written notice as required by Paragraph 4.03.A. 3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in Paragraph 10.05. However, Owner and Engineer, and any of their Related Entities shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data, b. locating all Underground Facilities shown or indicated in the Contract Documents, c. coordination of the Work with the owners of such Underground Facilities, including Owner, during construction, and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated 1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. Engineer will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 16 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. 4.05 The Contractor shall have no claim for an adjustment in Contract Price or Contract Times (or Milestones) under this Article 4 unless (1) CONTRACTOR has given the written notice required in as set forth herein not later than thirty (30) days after the event giving rise thereto), and (2) within sixty (60) days after the event giving rise thereto, CONTRACTOR shall submit to OWNER a detailed claim setting forth CONTRACTOR'S right to an increase in Contract Price or extension of Contract Time. No claim by the CONTRACTOR hereunder shall be allowed if asserted after final payment under this Contract. 4.06 Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer’s judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. B. Engineer may check the lines, elevations, reference marks, batter boards, etc., set by Contractor, and Contractor shall correct any errors disclosed by such check. Such a check shall not be considered as approval of Contractor's work and shall not relieve Contractor of the responsibility for accurate construction of the entire Work. Contractor shall furnish personnel to assist Engineer in checking lines and grades." 4.07 Hazardous Environmental Condition at Site A. Reports and Drawings: Reference is made to the Supplementary Conditions for the identification of those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that have been utilized by the Engineer in the preparation of the Contract Documents. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the general accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in the Supplementary Conditions. Except for such reliance on such “technical data,” Contractor may not rely upon or make any claim against Owner or Engineer, or any of their Related Entities with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any “technical data” or any such other data, interpretations, opinions or information. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 17 C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after Owner has obtained any required permits related thereto and delivered to Contractor written notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by Owner’s own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engineer, and the officers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) was not created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Owner to indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negligence. H. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. H shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negligence. I. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. J. Contractor shall be responsible for all safety measures concerning the handling of all asbestos pipe to be removed as relocated under This Agreement. Contractor shall indemnify the Owner, its agents, employees, and officials from and against all claims, costs, losses and damages, including but not limited to attorneys' fees and other professional fees, arising out of and relating to the removal and/or relocation of asbestos pipe. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 18 ARTICLE 5 – BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds A. Contractor shall furnish performance and payment bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents all in accordance with applicable Florida Statutes, including but not limited to, Florida Statutes, 255.05, et seq. . These bonds shall be in form and content as identified in the Instructions To Bidders or otherwise in the Contract Documents. Contractor shall also furnish such other bonds as are required by the Contract Documents. The City of Ocoee has specified a form of a performance bond which shall be used for this project. B. All bonds shall be executed by such sureties as are named in the current list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent must be accompanied by a certified copy of the agent’s authority to act. C. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph 5.01.B, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.B and 5.02. 5.02 Licensed Sureties and Insurers A. All bonds and insurance required by the Contract Documents to be purchased and maintained by Owner or Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions or below. 5.03 Certificates of Insurance A. Contractor shall deliver to Owner, with copies to each additional insured identified below in this Article or in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain. B. Owner shall deliver to Contractor, with copies to each additional insured identified as identified below or in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Contractor or any other additional insured) which Owner is required to purchase and maintain. 5.04 Contractor’s Liability Insurance A. Contractor shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees; Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 19 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor’s employees; 4. claims for damages insured by reasonably available personal injury liability coverage which are sustained: a. by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or b. by any other person for any other reason; 5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. B. The policies of insurance required by this Paragraph 5.04 shall: 1. with respect to insurance required by Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include as additional insureds (subject to any customary exclusion regarding professional liability) Owner and Engineer, and any other individuals or entities identified below or in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers, directors, partners, employees, agents, consultants and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability provided below or in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 3. include completed operations insurance; 4. include contractual liability insurance covering Contractor’s indemnity obligations under Paragraphs 6.11 and 6.20; 5. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured identified below or in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to Paragraph 5.03 will so provide); 6. remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07; and 7. with respect to completed operations insurance, and any insurance coverage written on a claims-made basis, remain in effect for at least two years after final payment. C. Contractor shall furnish Owner and each other additional insured identified below or in the Supplementary Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to Owner and any such additional insured of continuation of such insurance at final payment and one year thereafter. D. The limits of liability for the insurance required by paragraph 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations: 1. Workers' Compensation, and related coverages under paragraphs 5.04.A.1 and A.2 of the General Conditions: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 20 a. State: Statutory b. Applicable Federal (e.g., Longshoreman's): Statutory c. Employer's Liability: *** 2. Contractor's General Liability under paragraphs 5.04.A.3 through A.6 of the General Conditions which shall include completed operations and product liability coverages and eliminate the exclusion with respect to property under the care, custody and control of Contractor: a. General Aggregate 2,000,000 b. Products - Completed Operations Aggregate 1,000,000 c. Personal and Advertising Injury 1,000,000 d. Each Occurrence (Bodily Injury and Property Damage) 1,000,000 e. Personal Injury Liability Coverage will include Claims arising out of Employment. f. Property Damage liability insurance will provide Explosion, Collapse, and Underground coverages where applicable. g. Excess or Umbrella Liability 2,000,000 1) General Aggregate 2) Each Occurrence 3. Automobile Liability under paragraph 5.04.A.6 of the General Conditions: a. Bodily Injury: Each person $1,000,000 Each Accident $1,000,000 b. Property Damage: Each Accident $1,000,000 OR c. Combined Single Limit of $1,000,000 4. The Contractual Liability coverage required by paragraph 5.04.B.4 of the General Conditions shall provide coverage for not less than the following amounts: a. Bodily Injury: Each Accident $1,000,000 Annual Aggregate $2,000,000 b. Property Damage: Each Accident $1,000,000 Annual Aggregate $2,000,000 5. Additional Insureds: [name and address of design firm, if any] Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 21 City of Ocoee 1 N. Bluford Avenue Ocoee, FL 34761 Others, as may be identified by the OWNER 5.05 Owner’s Liability Insurance A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner, at Owner’s option, may purchase and maintain at Owner’s expense Owner’s own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents. The Owner shall not have the duty or obligation to purchase or maintain such insurance and nothing herein shall be so deemed to require same. 5.06 Property Insurance A. Unless otherwise provided in the Supplementary Conditions, Contractor shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof (Contractor shall be responsible for any deductible or self-insured retention.). This insurance shall: 1. include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, consultants and subcontractors of any of them, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; 2. be written on a Builder’s Risk “all-risk” or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage (other than caused by flood), and such other perils or causes of loss as may be specifically required by the Supplementary Conditions; 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer; 5. allow for partial utilization of the Work by Owner; 6. include testing and startup; and 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, Contractor, and Engineer with 30 days written notice to each other additional insured to whom a certificate of insurance has been issued. B. Contractor shall purchase and maintain such boiler and machinery insurance or additional property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 22 C. All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with Paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured to whom a certificate of insurance has been issued and will contain waiver provisions in accordance with Paragraph 5.07. D. Owner shall not be responsible for purchasing and maintaining any property insurance specified in this Paragraph 5.06 to protect the interests of Contractor, Subcontractors, or others in the Work to the extent of any deductible amounts that are identified in the Supplementary Conditions. The risk of loss within such identified deductible amount will be borne by Contractor, Subcontractors, or others suffering any such loss, and if any of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser’s own expense. E. Where applicable, the Contractor shall purchase and maintain adequate flood insurance for work within designated flood hazard areas as defined by P.L. 93-234 (Flood Disaster Protection Act). 5.07 Waiver of Rights A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect Owner, Contractor, Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or additional insureds thereunder. Owner and Contractor waive all rights against each other and their respective officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them fo r all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insured or additional insured (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by Contractor as trustee or otherwise payable under any policy so issued. B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them for: 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner’s property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner; and 2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by Owner during partial utilization pursuant to Paragraph 14.05, after Substantial Completion pursuant to Paragraph 14.04, or after final payment pursuant to Paragraph 14.07. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them. 5.08 Receipt and Application of Insurance Proceeds A. Any insured loss under the policies of insurance required by Paragraph 5.06 will be adjusted with Contractor and made payable to Contractor as fiduciary for the insureds, as their interests may appear, subject to the requirements Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 23 of any applicable mortgage clause and of Paragraph 5.08.B. Contractor shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof. B. Contractor as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to Contractor’s exercise of this power. If such objection be made, Contractor as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. 5.09 Acceptance of Bonds and Insurance; Option to Replace A. If Owner has any objection to the coverage afforded by or other provisions of the insurance required to be purchased and maintained by Contractor in accordance with this Article 5 on the basis of its not complying with the Contract Documents, Owner will notify Contractor in writing thereof within ten days of the date of delivery of such certificates to Owner. Contractor will provide such additional information in respect of insurance provided by him as Owner may reasonably request. 5.10 Partial Utilization, Acknowledgment of Property Insurer A. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 14.05, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to Paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6 – CONTRACTOR’S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. Contractor shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. B. At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. The superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communications given to or received from the superintendent shall be binding on Contractor. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner’s written consent (which will not be unreasonably withheld) given after prior written notice to Engineer. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 24 C. Except in the event of an emergency, no work shall be performed (1) before sunrise and after sunset, (2) nor between the hours of 7:00 p.m. and 7:00 a.m. (3) nor on Saturday and Sunday and (4) nor on any holiday of the Owner "Regular Working Hours" shall be between 7:00 a.m. and 7:00 p.m. and shall be established by the Contractor at the Pre-construction Meeting, provided the total working hours shall not exceed eight (8) hours per day and forty (40) hours per week. If construction or maintenance work requires operations during other than Regular Working Hours, the Contractor shall obtain written permission of the Owner at least forty-eight (48) hours in advance of starting such work, and shall set forth the proposed schedule for overtime to give Owner ample time to arrange for his personnel to be at the site of the work. Contractor shall pay for the additional charges to the Owner on account of such overtime work. Such additional charges shall be a subsidiary obligation of Contractor and no extra payment shall be made by Owner on account of such overtime work. D. This Agreement is subject to the applicable provisions of the Contract Work Hours and Safety Standards Act, Public Law 87-581, 87th Congress. No Contractor or Subcontractor contracting for any part of the Work shall require or permit any laborer or mechanic to be employed on the Work in excess of forty hours in any work week unless such laborer or mechanic receives compensation at a rate not less than one and one-half times his basic rate of pay for all hours worked in excess of forty hours in such work week, as the case may be. E. Except as may be otherwise required by law, all claims and disputes pertaining to the classification of labor employed on the project under this Contract shall be decided by Owner's governing body or other duly designated official. F. Contractor shall employ only competent persons to do the work and whenever Owner shall notify Contractor, in writing, that any person on the Work appears to be incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such person shall be removed from the Project and shall not again be employed on it except with the consent of Owner. G. Contractor and Subcontractors shall, insofar as practicable, give preference in the hiring of workers for the Project to qualified local residents with first preference being given to citizens of the United States who have served in the armed forces of the United States and have been honorably discharged therefrom or released from active duty therein. H. Contractor shall reimburse the Owner the reasonable and customary amounts the Owner incurs for additional engineering and/or inspection costs incurred as a result of overtime work in excess of the regular working hours. Overtime costs shall be deducted from the Contract amount by written Change Order (Contract Modification). Overtime costs for the Owner's personnel shall be based on the individual's current overtime wage rate and shall include labor burden, etc. Overtime costs for personnel employed by the Engineer or Owner's independent testing laboratory shall be calculated in accordance with the terms of their respective contracts with the Owner I. No work shall be performed on legal holidays of the Owner, which for the Work are defined as follows: Holiday Calendar Date CITY OF OCOEE TO CONFIRM HOLIDAYS Holiday Calendar Date New Year's Day January 1 Martin Luther King Day Third Monday in January Memorial Day Last Monday in May Independence Day July 4 (may be observed on the prior Friday or following Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 25 Monday) Labor Day First Monday in September Thanksgiving Day 4th Thursday in November Day after Thanksgiving 4th Friday in November Christmas Eve December 24 Christmas December 25 If Christmas and Christmas Eve fall on a weekend, the preceding Friday and following Monday will be observed as holidays. If Christmas falls on a Monday, the preceding Friday will be observed as a holiday. If Christmas falls on a Saturday, the preceding Thursday will be observed as a holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 6.04 Progress Schedule A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided below. 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order. 6.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to Engineer for review under the circumstances described below. 1. “Or-Equal” Items: If in Engineer’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer as an “or-equal” item, in which case review and approval of the proposed item Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 26 may, in Engineer’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment Engineer determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times, and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items a. If in Engineer’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 6.05.A.1, it will be considered a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow Engineer to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by Engineer from anyone other than Contractor. c. The procedure requirements for review by Engineer will be as set forth in Paragraph 6.05.A.2.d, as supplemented in the General Requirements and as Engineer may decide is appropriate under the circumstances. d. Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application: 1) shall certify that the proposed substitute item will: a) will perform adequately the functions and achieve the results called for by the general design, b) be similar in substance to that specified, and c) be suited to the same use as that specified; 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of Substantial Completion on time; b) whether or not use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for other work on the Project) to adapt the design to the proposed substitute item; and Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 27 c) whether or not incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; 3) will identify: a) all variations of the proposed substitute item from that specified , and b) available engineering, sales, maintenance, repair, and replacement services; 4) and shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by Engineer. Contractor shall submit sufficient information to allow Engineer, in Engineer’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The requirements for review by Engineer will be similar to those provided in Paragraph 6.05.A.2. C. Engineer’s Evaluation: Engineer will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No “or equal” or substitute will be ordered, installed or utilized until Engineer’s review is complete, which will be evidenced by either a Change Order for a substitute or an approved Shop Drawing for an “or equal.” Engineer will advise Contractor in writing of any negative determination. D. Special Guarantee: Owner may require Contractor to furnish at Contractor’s expense a special performance guarantee or other surety with respect to any substitute. E. Engineer’s Cost Reimbursement: Engineer will record Engineer’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not Engineer approves a substitute item so proposed or submitted by Contractor, Contractor shall reimburse Owner for the charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the charges of Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute; and all costs resulting from any delays in the Work while the substitution was undergoing reviews. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. G. Equipment specifications containing experience clauses requires equipment manufacturers to have a record (min. number installations and years of operation) of satisfactory operation. In lieu of experience, a manufacturer/supplier may provide the equipment with the mutual understanding of all parties that no payment shall be released for such equipment including installation costs until it is demonstrated that the equipment meets the specific design performance requirements. All such monies retained shall be held by the Owner in an interest bearing escrow account from the date of application for payment for such work until the date of demonstrated conformance. All such retained monies and accrued interest shall be released to the Contractor upon demonstrated conformance. All monies not paid by the Owner shall bear interest a 7 percent per annum or the maximum rate provided by law, whichever is less. Where the equipment has failed specified tests to demonstrate conformance to the design requirements, the Contract shall remove said equipment and shall substitute the equipment as approved by the Owner/Engineer as specified having the required experience. The Contractor shall install the substituted equipment as required to provide a complete and functional system without cost to the Owner. (Refer to GC- 13.07). No experience restriction will be permitted which unnecessarily reduces competition or innovation. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 28 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 6.06.B), whether initially or as a replacement, against whom Owner may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection. B. If the Instructions to Bidders or the Invitation To Bid requires the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with those requirements, then any such Subcontractor, Supplier, or other individuals or entities so identified and not objected to in writing by Owner or Engineer prior to the execution of the Agreement will be deemed acceptable to Owner and Engineer. All other Subcontractors, Suppliers, or other individuals or entities so identified shall be deemed to have been accepted if Owner or Engineer deliver no written objection thereto within forty-five (45) days after Contractor’s written identification of such Subcontractors, Suppliers, or other individuals or entities. However, if within said forty-five (45) day period, Owner or Engineer has reasonable objection to any Subcontractors, Suppliers, or other individuals or entities whether previously identified or subsequently, Contractor shall submit an acceptable substitute without entitlement to any change in Contract Price. If Owner or Engineer demands the substitution at any time and it is determined that the Owner or Engineer did not have a reasonable objection, the Contractor shall comply with the demand for substitution and shall be entitled to an adjustment in the Contract Price (by appropriate Change order or Written Amendment) for the difference in cost resulting directly from such substitution. After acceptance by the Owner or Engineer of any particular Subcontractor, Supplier, or other individuals or entities, the Contractor shall make no substitution without written approval of the Owner , which may be granted or withheld at Owner’s sole discretion. No acceptance by Owner or Engineer of any such Subcontractor, Supplier or any other person or organization shall be deemed to constitute a waiver or an estoppel of any right of Owner or Engineer to reject defective work performed in whole or in part by any such Subcontractor, Supplier, or other individual or entity. C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity, nor 2. shall anything in the Contract Documents create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. D. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. E. Contractor shall require all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work to communicate with Engineer through Contractor. F. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. Whenever any such agreement is with a Subcontractor or Supplier who is listed as an additional insured on the property insurance provided in Paragraph 5.06, the agreement between the Contractor and the Subcontractor or Supplier will contain Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 29 provisions whereby the Subcontractor or Supplier waives all rights against Owner, Contractor, and Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, Contractor will obtain the same. 6.07 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of Owner or Engineer its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.08 Permits A. Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. Owner shall pay all charges of utility owners for connections for providing permanent service to the Work. Reference is made to the Bidding Requirements of the Contract Documents for a list of permits and licenses obtained by the OWNER before the bid advertisement. 6.09 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.03. C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance of the Work shall be the subject of an adjustment in Contract Price or Contract Times. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 30 6.10 Taxes A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. Use of Owner’s existing buildings or lands by the Contractor for storage of materials and equipment will not be permitted. Use of existing washrooms, lavatories, sanitary facilities or plumbing facilities by the Contractor or any of his employees or Subcontractors will not be permitted. 2. Should any claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. 3. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer, or any other party indemnified hereunder to the extent caused by or based upon Contractor’s performance of the Work. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Cleaning: Prior to Substantial Completion of the Work, Contractor shall clean the Site and the Work and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.12 Record Documents A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to Engineer for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to Engineer for Owner. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 31 6.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. 4. In the event of temporary suspension of the Work, or during inclement weather, or whenever Engineer may direct; Contractor shall, and shall cause Subcontractors, to protect carefully the Work and materials against damage or injury from the weather. If, in the opinion of Engineer, any portion of Work or materials shall have been damaged or injured by reason of failure on the part of the Contractor or any Subcontractors to so protect the Work, such Work and materials shall be removed and replaced at the expense of Contractor. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. Contractor shall comply with the Trench Safety Act, Florida Law, Chapter 90-96 (CS/SB2626); OSHA (P.L. 91-596); the Contract Work Hours and Safety Standards Act (P.L. 91-54); and the Federal Register 29 CFR part 1926, OSHA Subpart P, and all federal requirements as part of the federal grant as stated in the solicitation and contract, as well as all other local, state and federal ordinances, laws, and regulations regarding safety. C. All damage, injury, or loss to any property referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of Owner or Engineer or , or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). D. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.14 Safety Representative A. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 32 6.15 Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A. Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accordance with the acceptable Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Engineer may require. 1. Shop Drawings a. Submit number of copies specified in the General Requirements. b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to provide and to enable Engineer to review the information for the limited purposes required by Paragraph 6.17.D. 2. Samples a. Submit number of Samples specified in the Specifications. b. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 6.17.D. B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer’s review and approval of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. Submittal Procedures 1. Before submitting each Shop Drawing or Sample, Contractor shall have determined and verified: a. all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; b. the suitability of all materials with respect to intended use, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; c. all information relative to Contractor’s responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto; and Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 33 d. shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 2. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor’s obligations under the Contract Documents with respect to Contractor’s review and approval of that submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations, that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawings or Sample submittal; and, in addition, by a specific notation made on each Shop Drawing or Sample submitted to Engineer for review and approval of each such variation. D. Engineer’s Review 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer’s review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Engineer’s review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 3. Engineer’s review and approval shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer’s review and approval shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 6.17.C.1. E. Resubmittal Procedures 1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. 6.18 Continuing the Work A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing. 6.19 Contractor’s General Warranty and Guarantee A. Contractor warrants and guarantees to Owner for a period of one (1) year following the issuance of the Certificate of Completion for the project that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its Related Entities shall be entitled to rely on representation of Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 34 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by Engineer; 2. recommendation by Engineer or payment by Owner of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner; 5. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by Engineer; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by Owner. 6.20 Indemnification A. The Contractor shall indemnify and hold harmless the City of Ocoee, and its agents, officials and employees, from liabilities, damages, losses and costs, including, but not limited to, reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of the Contractor or persons employed or utilized by the Contractor in the performance of the construction contract. B. In any and all claims against the City of Ocoee or any of their respective consultants, agents, officers, directors, partners, or employees by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, Supplier, or other individual or entity under workers’ compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of Contractor under Paragraph 6.20.A shall not extend to the liability of Engineer and Engineer’s officers, directors, partners, employees, agents, consultants and subcontractors arising out of: 1. the preparation or approval of, or the failure to prepare or approve, maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. 6.21 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable law. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 35 B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to Engineer. C. Owner shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals. D. Pursuant to this Paragraph 6.21, Engineer’s review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. Engineer’s review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.D.1. ARTICLE 7 – OTHER WORK AT THE SITE 7.01 Related Work at Site A. Owner may perform other work related to the Project at the Site with Owner’s employees, or via other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then: 1. written notice thereof will be given to Contractor prior to starting any such other work; and 2. if Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner and Owner, if Owner is performing other work with Owner’s employees, proper and safe access to the Site, a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and shall properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of Engineer and the others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. C. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects and deficiencies in such other work. D. The Contract Time stipulated for this Construction Contract may also include the time required for utility construction by others as addressed by any Utility Relocation Schedule(s) included within the Contract Documents or Information Available to Bidders, and/or pursuant to referenced utility relocation period(s) detailed under the Contract General Requirements Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 36 7.02 Coordination A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. 7.03 Legal Relationships A. Paragraphs 7.01.A and 7.02 are not applicable for utilities not under the control of Owner. B. Each other direct contract of Owner under Paragraph 7.01.A shall provide that the other contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a result of the other contractor’s actions or inactions. C. Contractor shall be liable to Owner and any other contractor for the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor’s action or inactions. ARTICLE 8 – OWNER’S RESPONSIBILITIES 8.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. 8.02 Replacement of Engineer A. In case of termination of the employment of Engineer, Owner shall appoint an engineer to whom Contractor makes no reasonable objection, whose status under the Contract Documents shall be that of the former Engineer. 8.03 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 8.04 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02.C and 14.07.C. 8.05 Lands and Easements; Reports and Tests A. Owner’s duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner’s identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by Engineer in preparing the Contract Documents. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 37 8.06 Insurance A. Owner’s responsibilities, if any, in respect to purchasing and maintaining liability and property insurance are set forth in Article 5. 8.07 Change Orders A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. 8.08 Inspections, Tests, and Approvals A. Owner’s responsibility in respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03.B. 8.09 Limitations on Owner’s Responsibilities A. The Owner shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. 8.10 Undisclosed Hazardous Environmental Condition A. Owner’s responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. ARTICLE 9 – ENGINEER’S STATUS DURING CONSTRUCTION 9.01 Owner’s Representative A. Engineer will be Owner’s representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner’s representative during construction are set forth in the Contract Documents and will not be changed without written consent of Owner and Engineer. 9.02 Visits to Site A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer’s efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. B. Engineer’s visits and observations are subject to all the limitations on Engineer’s authority and responsibility set forth in Paragraph 9.09. Particularly, but without limitation, during or as a result of Engineer’s visits or observations of Contractor’s Work Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 38 9.03 Project Representative A. Owner will furnish a Resident Project Representative to observe the performance of the Work. The duties, responsibilities and limitations of authority of this Resident Project Representative (and assistants) are as follows: B. The Resident Project Representative (RPR) will act as directed by and under the supervision of OWNER, and will confer with Owner and Engineer. RPR's dealings in matters pertaining to the on-site work shall, in general, be only with Owner , Engineer, and Contractor, and dealings with subcontractors shall only be through or with the full knowledge and approval of Contractor. C. DUTIES AND RESPONSIBILITIES OF RPR 1. Schedules: Review the progress schedule, schedule of Shop Drawing submittals, and schedule of values prepared by Contractor and consult with Owner and Engineer concerning the acceptability of these submittals. 2. Conferences and Meetings: Attend meetings with Contractor, such as pre-construction conferences, progress meetings, job conferences, and other project-related meetings. 3. Communications by the RPR a. The RPR shall communicate with the Contractor on the site working principally through the Contractor’s project manager and superintendent to facilitate communications between the Engineer and the Owner and to advise the Contractor and the Engineer when the construction operations need to be adjusted to serve the purposes of the Owner on the site. b. As requested by Contractor obtain from Owner and Engineer additional details or information, when required for proper execution of the work. 4. Shop Drawings and Samples a. Record date of receipt of Field Shop Drawings and samples. b. Receive samples which are furnished at the site by Contractor, and notify Engineer of the availability of samples for examination. c. Advise Engineer and Contractor of the commencement of any Work requiring a Shop Drawing or sample if the submittal has not been approved by the Engineer. 5. Review of Work, Rejection of Defective Work, Inspections and Tests a. Conduct on-site observations of the Work in progress to assist Engineer in determining if the Work is, in general, proceeding in accordance with the Contract documents. b. Report to Owner and Engineer whenever the RPR believes that any Work will not produce a completed Project that conforms generally to the Contract Documents or will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated in the Contract Documents, or has been damaged, or does not meet the requirements of any inspection, test or approval required to be made; and advise Owner and Engineer of work the RPR believes should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection or approval. c. Verify that tests, equipment and systems startups and operating and maintenance training are conducted in presence of appropriate personnel, and that Contractor maintains adequate records Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 39 thereof; observe, record and report to Owner and Engineer appropriate details relative to the test procedures and startups. d. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections, and report to Owner and Engineer. 6. Interpretation of Contract Documents: Report to Engineer when clarifications and interpretations of the Contract Documents are needed and transmit to Contractor clarifications and interpretations as issued by Engineer. 7. Modifications: Consider and evaluate Contractor’s suggestions for modifications in Drawings or Specifications and report them with RPR'S recommendations to Owner and Engineer. Transmit to Contractor in writing decisions as issued by Owner and Engineer. 8. Records a. Maintain at the job site orderly files for correspondence, reports of job conferences, Shop Drawings and samples, reproductions of original Contract Documents including all Work Change Directives, Addenda, Change Orders, Field orders, additional Drawings issued subsequent to the execution of the Contract, Engineer’s clarifications and interpretations of the Contract Documents, progress reports, and other Project-related documents. b. Prepare a daily report or keep a diary or log book, recording Contractor's hours on the job site, weather conditions, data relative to questions of Work Change Directives, Change Orders, or changed conditions, list of job site visitors, daily activities, decisions, observations in general, and specific observations in more detail as the case of observing test procedures; and send copies to Engineer. c. Record names, addresses, and telephone numbers of Contractor, subcontractors, and major suppliers of materials and equipment. 9. Reports a. Contractor and Engineer shall furnish the RPR with periodic reports as required of progress of the Work and Contractor’s compliance with the progress schedule. b. Contractor and Engineer shall consult with the RPR in advance of scheduled major tests, inspections or start of important phases of the Work. c. Contractor and Engineer shall work with the RPR to draft proposed Change Orders and Work Change Directives, by providing backup material. The RPR may from time to time recommend that Change Orders, Work Change Directives and Field Orders be issued. . 10. Payment Requisitions: The RPR may assist in the review of applications for payment with Contractor for compliance with the established procedure for their submission and forward with recommendations to Engineer, noting particularly the relationship of the payment requested to the schedule of values, Work completed and materials and equipment delivered at the site but not incorporated in the Work. Initial approved percentages of completion with respect to the schedule of values. 11. Certificates, Maintenance and Operation Manuals: During the course of the Work, the RPR may assist to verify that certificates, maintenance and operation manuals and other data required to be assembled and furnished by Contractor are applicable to the items actually installed and in accordance with the Contract Documents, and have this material delivered to Engineer for review and forward same to Owner prior to final payment for the Work. 12. Completion Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 40 a. The RPR may, before the Contractor submits a request for a substantial completion inspection, submit to the Contractor a list of observed items requiring completion or correction. b. The RPR may, but shall not be required, to advise the Contractor or the Engineer whether Contractor has performed inspections required by laws, rules, regulations, ordinances, codes, or orders applicable to the Work, including but not limited to those to be performed by public agencies having jurisdiction over the Work, including but not limited to, the City of Ocoee. c. The RPR may also assist in conducting final inspection together with the Engineer, Owner and Contractor and assist in preparing a final list of items to be completed and corrected. In accordance with Florida Statutes Section §218.735, within 30 calendar days of reaching substantial completion of the construction services, or 45 days if over $10 million construction cost, the Owner and Contractor shall work together to develop the single list of items and the estimated cost to complete each item on the list required to render complete, satisfactory, and acceptable the construction services purchased by the Owner. See also General Conditions Section 710 of the bid package, and Section 5 of the Contract, Payment Procedures. d. The RPR may observe whether all items on final list have been completed or corrected and make recommendations to Engineer concerning acceptance and issuance of the Notice of Acceptability of the Work. D. LIMITATIONS OF AUTHORITY Resident Project Representative 1. By taking any such action as noted above, the RPR shall not be deemed to have authorized any deviation from the Contract Documents or substitution of materials or equipment (including "or-equal" items), unless same is expressly authorized by Engineer in accordance with this Agreement. 2. By taking such action as noted above, the RPR shall not be deemed to have usurped or exceeded the Engineer’s authority or responsibilities , as set forth in the Agreement or the Contract Documents. 3. By taking any such action as noted above, the RPR shall not be deemed to have undertaken any of the responsibilities of the Contractor, Engineer, subcontractors, suppliers, or agents or employee’s of same. 4. By taking any such action as noted above, the RPR shall not be deemed to have advised on, issued directions relative to, or assumed control over any aspect of the means, methods, techniques, sequences or procedures of construction unless such advice or directions are specifically required by the Contract Documents. 5. By taking any such action as noted above, the RPR shall not be deemed to have provided advise on, or issued directions regarding, or assumed control over safety precautions and programs in connection with the Work. 6. The RPR shall not accept Shop Drawing or sample submittals from anyone other than CONTRACTOR. 7. By taking any such action as noted above, the RPR shall not be deemed to have authorized OWNER to occupy the Project in whole or in part. 8. Shall not participate in specialized field or laboratory tests or inspections conducted by others, except as specifically authorized by OWNER and ENGINEER. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 41 9.04 Authorized Variations in Work A. Engineer may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. 9.05 Rejecting Defective Work A. Engineer will have authority to reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing of the Work as provided in Paragraph 13.04, whether or not the Work is fabricated, installed, or completed. 9.06 Shop Drawings, Change Orders and Payments A. In connection with Engineer’s authority, and limitations thereof, as to Shop Drawings and Samples, see Paragraph 6.17. B. In connection with Engineer’s authority, and limitations thereof, as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, see Paragraph 6.21. C. In connection with Engineer’s authority as to Change Orders, see Articles 10, 11, and 12. D. In connection with Engineer’s authority as to Applications for Payment, see Article 14. 9.07 Determinations for Unit Price Work A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer’s preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer’s written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05. 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred initially to Engineer in writing within 30 days of the event giving rise to the question. B. Engineer will, with reasonable promptness, render a written decision on the issue referred. If Owner or Contractor believe that any such decision entitles them to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer’s decision shall be the date of the event giving rise to the issues referenced for the purposes of Paragraph 10.05.B. C. Engineer’s written decision on the issue referred will be final and binding on Owner and Contractor, subject to the provisions of Paragraph 10.05. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 42 D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not show partiality to Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. 9.09 Limitations on Engineer’s Authority and Responsibilities A. Neither Engineer’s authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. B. Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Engineer will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. C. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. Engineer’s review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 14.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with the Contract Documents. E. The limitations upon authority and responsibility set forth in this Paragraph 9.09 shall also apply to the Resident Project Representative, if any, and assistants, if any. ARTICLE 10 – CHANGES IN THE WORK; CLAIMS 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, Owner may, subject to written approval by Agency at any time or from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05. 10.02 Unauthorized Changes in the Work A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.16 or in the case of uncovering Work as provided in Paragraph 13.04.B. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 43 10.03 Execution of Change Orders A. Owner and Contractor shall execute appropriate Change Orders recommended by Engineer covering: 1. changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08.A or Owner’s correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.18.A. 10.04 Notification to Surety A. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any bond to be given to a surety, the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change. 10.05 Claims A. Engineer’s Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any rights or remedies either may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims. B. Notice: Written notice stating the general nature of each Claim shall be delivered by the claimant to Engineer and the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with the party making the Claim. Notice of the amount or extent of the Claim, with supporting data shall be delivered to the Engineer and the other party to the Contract within 60 days after the start of such event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01.B. A Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02.B. Each Claim shall be accompanied by claimant’s written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shall submit any response to Engineer and the claimant within 30 days after receipt of the claimant’s last submittal (unless Engineer allows additional time). C. Engineer’s Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: 1. deny the Claim in whole or in part, 2. approve the Claim, or 3. notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer’s sole discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 44 D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall be deemed denied. E. Engineer’s written action under Paragraph 10.05.C or denial pursuant to Paragraphs 10.05.C.3 or 10.05.D will be final and binding upon Owner and Contractor, unless Owner or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05. ARTICLE 11 – COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items, and shall not include any of the costs itemized in Paragraph 11.01.B. 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time at the Site. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers’ compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers’ field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor’s Cost of the Work and fee shall be determined in the same manner as Contractor’s Cost of the Work and fee as provided in this Paragraph 11.01. 4. Costs of special consultants (including but not limited to Engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor’s employees incurred in discharge of duties connected with the Work. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 45 b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 5.06.D), provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor’s fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, expressages, and similar petty cash items in connection with the Work. i. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor’s officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor’s principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor’s fee. 2. Expenses of Contractor’s principal and branch offices other than Contractor’s office at the Site. 3. Any part of Contractor’s capital expenses, including interest on Contractor’s capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 46 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraphs 11.01.A and 11.01.B. C. Contractor’s Fee: When all the Work is performed on the basis of cost-plus, Contractor’s fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor’s fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 11.02 Allowances A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. B. Cash Allowances 1. Contractor agrees that: a. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor’s costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance 1. Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor’s overhead and profit for each separately identified item. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 47 D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Paragraph 10.05 if: 1. the Bid price of a particular item of Unit Price Work amounts to more than 5 percent of the Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by Contractor differs by more than 25 percent from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. ARTICLE 12 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2); or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor’s fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor’s Fee: The Contractor’s fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1 and 11.01.A.2, the Contractor’s fee shall be 15 percent; b. for costs incurred under Paragraph 11.01.A.3, the Contractor’s fee shall be five percent; c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraph 12.01.C.2.a is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 48 d. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.4, 11.01.A.5, and 11.01.B; e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor’s fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in Contractor’s fee shall be computed on the basis of the net change in accordance with Paragraphs 12.01.C.2.a through 12.01.C.2.e, inclusive. g. Equipment: For any machinery or special equipment (other than small tools), including fuel and lubricant, the Contractor will receive 100% of the “Rental Rate Blue Book” for the actual time that such equipment is in operation on the work, and 50% of the “Rental Rate Blue Book” for the time the equipment is directed to standby and remain on the project site. The equipment rates will be based on the latest edition (version current at the time of bid) of the “Rental Rate Blue Book for Construction Equipment” or the “Rental Rate Blue Book for Older Construction Equipment,” whichever is applicable, as published by Machinery Information Division of PRIMEDIA Information, Inc.( version current at the time of bid), using all instructions and adjustments contained therein and as modified below. On all projects, the Engineer will adjust the rates using regional adjustments and Rate Adjustment Tables according to the instructions in the “Blue Book”. h. The Monthly Rate is the Basic Machine Rate Plus Any Attachments. Standby rates will apply when equipment is not in operation and is directed by the Engineer to standby at the project site when needed again to complete work and the cost of moving the equipment will exceed the accumulated standby cost. Standby rates will not apply on any day the equipment operates eight or more hours. Standby payment will be limited to only that number of hours which, when added to the operating time of that day equals eight hours. Standby payment will not be made on days that are not normally considered workdays on the project. i. The Owner will allow for the cost of transporting the equipment to and from the location at which it will be used. If the equipment requires assembly or disassembly for transport, the Owner will pay for the time to perform this work at the rate of standby equipment 12.02 Change of Contract Times A. The Contract Times may only be changed by a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. 12.03 Delays A. Where Contractor is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 49 Times, or both. Contractor’s entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor’s ability to complete the Work within the Contract Times. C. If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractor’s ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor’s sole and exclusive remedy for the delays described in this Paragraph 12.03.B. 1. delays caused by or within the control of Contractor; or D. Owner, Engineer and the Related Entities of each of them shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of Engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. ARTICLE 13 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. All defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspecting, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s Site safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give Engineer timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. Owner shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 1. for inspections, tests, or approvals covered by Paragraphs 13.03.C and 13.03.D below; 2. that costs incurred in connection with tests or inspections conducted pursuant to Paragraph 13.04.B shall be paid as provided in said Paragraph 13.04.C; and 3. as otherwise specifically provided in the Contract Documents. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 50 C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. Inspections required by the Contract Documents for pre-engineered, prefabricated or precast structural components shall be performed at the place of manufacture upon each stage of manufacture, by a registered professional engineer licensed in the State of Florida (other than the Manufacturer's Specialty Engineer) or a person under his direct supervision. Two (2) copies of a written report of such inspection shall be provided to the Engineer prior to delivery to the site and shall be prepared by the inspector and each copy shall bear the seal and signature of the respective registered professional engineer. The costs for these inspections and reports shall be paid for by the Contractor. D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for Owner’s and Engineer’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner and Engineer. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, it must, if requested by Engineer, be uncovered for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor’s expense unless Contractor has given Engineer timely notice of Contractor’s intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. 13.04 Uncovering Work A. If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer’s observation and replaced at Contractor’s expense. B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer’s request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. Contractor shall have no claim for delay or disruption based upon the Engineer’s reasonable actions under this paragraph. C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. D. If, the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. 13.05 Owner May Stop the Work A. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 51 exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of notice, Contractor shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Contractor shall have no claim for delay or disruption based upon the Engineer’s reasonable actions under this paragraph. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair Owner’s special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.11.A is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of Owner’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. E. Contractor’s obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitation or repose. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 52 13.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer’s recommendation of final payment, Engineer) prefers to accept it, Owner may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to Owner’s evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness) and the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer’s recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner. 13.09 Owner May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work or to remove and replace rejected Work as required by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, take possession of Contractor’s tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner’s representatives, agents and employees, Owner’s other contractors, and Engineer and Engineer’s consultants access to the Site to enable Owner to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as provided in Paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor’s defective Work. D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner’s rights and remedies under this Paragraph 13.09. ARTICLE 14 – PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values A. The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 53 1. Not later than ten (10) days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation indicating that the Contractor has either paid for such materials or equipment or warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner’s interest therein, all of which must be satisfactory to Owner. The Contractor shall furnish evidence that payment received on the basis of materials and equipment not incorporated but delivered and suitably stored, has in fact been paid to the respective supplier(s) on submission of the next application for payment submitted by the Contractor. Failure to provide such evidence of payment shall result in the withdrawal of previous approval(s) and removal of the related equipment from the next submitted Application for Payment." 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor’s legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. B. Review of Applications 1. Engineer will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to Owner or return the Application to Contractor indicating in writing Engineer’s reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. Engineer’s recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer’s observations on the Site of the executed Work as an experienced and qualified design professional and on Engineer’s review of the Application for Payment and the accompanying data and schedules, that to the best of Engineer’s knowledge, information and belief: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under Paragraph 9.07, and to any other qualifications stated in the recommendation); and c. the conditions precedent to Contractor’s being entitled to such payment appear to have been fulfilled in so far as it is Engineer’s responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract Documents; or b. that there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 54 4. Neither Engineer’s review of Contractor’s Work for the purposes of recommending payments nor Engineer’s recommendation of any payment, including final payment, will impose responsibility on Engineer: a. to supervise, direct, or control the Work, or b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor’s failure to comply with Laws and Regulations applicable to Contractor’s performance of the Work, or d. to make any examination to ascertain how or for what purposes Contractor has used the moneys paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer’s opinion, it would be incorrect to make the representations to Owner stated in Paragraph 14.02.B.2. Engineer may also refuse to recommend any such payment or, because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in Engineer’s opinion to protect Owner from loss because: a. the Work is defective, or completed Work has been damaged, requiring correction or replacement; b. the Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or d. Engineer has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Payment Becomes Due 1. Not later than Twenty-five (25) days after the Application for Payment to the Owner is stamped as received by the City, the amount recommended by the Engineer, will (subject to the provisions of Paragraph 14.02.D) become due, and when due will be paid by Owner to Contractor. 2. If the Contractor and its Surety shall fail to pay any undisputed claims, made in writing to Owner within thirty (30) days after completion of the Work, but continuing unsatisfied for a period of ninety (90) days, Owner, at its sole discretion and option, may pay such undisputed claim and deduct the amount thereof from the balance due Contractor; if Owner deems such action to be in its best interests. Owner may also, with the written consent of Contractor and its Surety, use any monies retained, due, or to become due under this Contract for the purpose of paying for both labor and materials for the Work, for disputed claims or claims that have not been filed. 3. All monies paid by Owner in settlement of claims as set forth above, with the costs and expenses incurred by Owner in connection therewith, shall be charged to Contractor, shall bear interest at the then existing legal rate of interest under the laws of the State of Florida; and shall be deducted from the next payment due Contractor under the terms of this Contract. D. Reduction in Payment 1. Owner may refuse to make payment of the full amount recommended by Engineer because: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 55 a. claims have been made against Owner on account of Contractor’s performance or furnishing of the Work; b. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Liens; c. the Contractor's performance or furnishing of the Work is inconsistent with funding Agency requirements; d. there are other items entitling Owner to a set-off against the amount recommended including but not limited to, the aggregation of liquidated damages; or e. Owner has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A. 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and promptly pay Contractor any amount remaining after deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor corrects to Owner’s satisfaction the reasons for such action. 3. If it is subsequently determined that Owner’s refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.1. 14.03 Contractor’s Warranty of Title A. Contractor warrants and guarantees that title to all Work, materials, supplies and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment free and clear of all Liens. No materials or supplies for the Work shall be purchased subject to any security interest, or under a conditional sales contract or other agreement by which an interest is retained by the seller. 14.04 Substantial Completion A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete (except for items specifically listed by Contractor as incomplete) and request that Engineer issue a certificate of Substantial Completion. B. Promptly after Contractor’s notification, Owner, Agency, Contractor, and Engineer shall make a prefinal inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If Engineer considers the Work substantially complete, Engineer will deliver to Owner a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. In accordance with Florida Statutes Section §218.735, within 30 calendar days, or 45 days if over $10 million construction cost, of reaching substantial completion of the construction services, the Owner and Contractor shall work together to develop the single list of items and the estimated cost to complete each item on the list required to render complete, satisfactory, and acceptable the construction services purchased by the Owner. See also General Conditions Section 710 of the bid package, and Section 5 of the Contract, Payment ProceduresOwner shall have seven days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate or attached list. If, after considering such objections, Engineer concludes that the Work is not substantially complete, Engineer will within 14 days after submission of the tentative certificate to Owner notify Contractor in writing, stating the reasons therefor. If, after consideration of Owner’s objections, Engineer considers the Work substantially complete, Engineer will within said 14 days execute and deliver to Owner and Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as Engineer believes justified after consideration of any objections from Owner. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 56 D. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will deliver to Owner and Contractor a written recommendation as to division of responsibilities pending final payment between Owner and Contractor with respect to security, operation, safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees. Unless Owner and Contractor agree otherwise in writing and so inform Engineer in writing prior to Engineer’s issuing the definitive certificate of Substantial Completion, Engineer’s aforesaid recommendation will be binding on Owner and Contractor until final payment. E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to complete or correct items on the tentative list. 14.05 Partial Utilization A. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work, subject to the following conditions. 1. Owner at any time may request Contractor in writing to permit Owner to use or occupy any such part of the Work which Owner believes to be ready for its intended use and substantially complete. If and when Contractor agrees that such part of the Work is substantially complete, Contractor will certify to Owner and Engineer that such part of the Work is substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 2. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 3. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 14.04 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 4. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Paragraph 5.10 regarding property insurance. 14.06 Final Inspection A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner, Agency, and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.07 Final Payment A. Application for Payment 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance certificates of inspection, marked-up record documents (as provided in Paragraph 6.12), and other documents, Contractor may make application for final payment following the procedure for progress payments. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 57 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.04.B.7; b. consent of the surety, if any, to final payment; c. a list of all Claims against Owner that Contractor believes are unsettled; and d. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of or Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner or Owner’s property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. 4. Notwithstanding any other provision of these Contract Documents to the contrary, Owner and Engineer are under no duty or obligation whatsoever to any Subcontractor, laborer or other party to ensure that payments due and owing to any of them are or will be made. Such parties shall rely only on the Contractor’s payment and performance bonds and the obligations of the Surety as remedy of nonpayment. B. Engineer’s Review of Application and Acceptance 1. If, on the basis of Engineer’s observation of the Work during construction and final inspection, and Engineer’s review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor’s other obligations under the Contract Documents have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer’s recommendation of payment and present the Application for Payment to Owner for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. C. Payment Becomes Due 1. Thirty days after the presentation to Owner of the Application for Payment and accompanying documentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer’s recommendation, including but not limited to liquidated damages, will become due and will be paid by Owner to Contractor. 14.08 Final Completion Delayed A. If, through no fault of Contractor, final completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor’s final Application for Payment (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 58 payment, except that it shall not constitute a waiver of Claims. The remaining balance of any sum included in the final Application for Payment but held by OWNER for Work not fully completed and accepted will become due when the Work is fully completed and accepted. 14.09 Waiver of Claims A. The making and acceptance of final payment will constitute: 1. a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor’s continuing obligations under the Contract Documents; and 2. a waiver of all Claims by Contractor against Owner other than those previously made in accordance with the requirements herein and expressly acknowledged by Owner in writing as still unsettled. ARTICLE 15 – SUSPENSION OF WORK AND TERMINATION 15.01 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05; however, if the Owner stops Work under Article 13.05 or suspends services under Article, or suspends the Work or any portion thereof because of the Contractor is endangering persons and property, the Contractor shall be entitled to no extension of Contract Time or increase in Contract Price.” 15.02 Owner May Terminate for Cause A. The occurrence of any one or more of the following events will justify termination for cause: 1. Contractor’s persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04);or 2. If the Contractor assigns or delegates its duties under this Contract or any substantial part thereof without the previous written consent of Owner, or if the Contract or any claim thereunder shall be assigned by Contractor otherwise than as herein specified; or 3. Contractor’s disregard of Laws or Regulations of any public body having jurisdiction; or 4. Contractor’s material disregard of the authority and directives of the Engineer; or 5. Contractor’s violation or material breach of any provisions of the Contract Documents; or 6. Contractor’s abandonment of the Work to be done under this Contract. B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving Contractor (and surety) seven days written notice of its intent to terminate the services of Contractor: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 59 1. exclude Contractor from the Site, and take possession of the Work and of all Contractor’s tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), 2. incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere, and 3. complete the Work as Owner may deem expedient. C. If Owner proceeds as provided in Paragraph 15.02.B, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Owner arising out of or relating to completing the Work, such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or remedies under this Paragraph Owner shall not be required to obtain the lowest price for the Work performed. D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor’s services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. E. Where Contractor’s services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by Owner will not release Contractor from liability. F. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.01.A, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.B, and 15.02.C. 15.03 Owner May Terminate For Convenience A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 3. all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 4. reasonable expenses directly attributable to termination. B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 60 15.04 Contractor May Stop Work or Terminate A. If, through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor’s stopping the Work as permitted by this Paragraph. ARTICLE 16 – DISPUTE RESOLUTION AND WAIVER OF TRIAL BY JURY 16.01 A. As a condition precedent to the filing of any suit or other legal proceeding, the parties shall endeavor to resolve claims, disputes or other matters in question by Mediation. Mediation shall be initiated by any party by serving a written request for same on the other party. The parties shall by mutual agreement select a Mediator within fifteen (15) days of the date of the request for Mediation. If the parties cannot agree on the selection of a Mediator, then the owner shall select the Mediator, who, if selected solely by the Owner, shall be a Mediator certified by the Supreme Court of Florida. No suit or other legal proceeding shall be filed until the mediator declares an impasse, which declaration, in any event, shall be deemed as issued by the Mediator not later than sixty (60) days after the initial Mediation Conference. The CONTRACTOR will carry on the Work and maintain the progress schedule during any dispute. Venue for any litigation, at law or equity, shall lie exclusively in The Circuit Court of the Ninth Judicial Circuit Court in and for Orange County, Florida. 16.02 This Contract, or any provision hereof, shall be construed and interpreted, and any litigation arising therefrom, shall be governed by the laws of the State of Florida. 16.03 The CONTRACTOR and OWNER waive trial by jury in any action, proceeding or claim which may be brought by either of the parties hereto against the other on any matters concerning or arising out of this Contract. ARTICLE 17 – MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 3. Both the address given in the Bid Form upon which this Agreement is founded, and Contractor's office at or near the site of the Work are hereby designated as places to either of which notices, letters, and other communications to Contractor shall be certified, mailed, or delivered. The delivering at the above named place, or depositing in a postpaid wrapper directed to the first-named place, in any post office box regularly maintained by the U.S. Postal Department, of any notice, letter or other communication to Contractor shall be Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 61 deemed sufficient service thereof upon Contractor; and the date of said service shall be the date of such delivery or mailing. The first-named address may be changed at any time by an instrument in writing, executed and acknowledged by Contractor, and delivered to Owner and Engineer. Nothing herein contained shall be deemed to preclude or render inoperative the service of any notice, letter, or other communication upon Contractor personally. 17.02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 17.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 17.04 Survival of Obligations A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 17.06 The form of all submittals, notices, change orders, and other documents permitted or required to be used or transmitted under the Contract Documents shall be determined by the Engineer. During the pre-construction meeting, the Engineer shall provide to the Contractor one set of such project administration forms to be utilized during the construction of this project. These forms are referenced as: Forms Used by the Engineer and/or Owner’s Representative 00844 Non-compliance Notice 00845 Field Order 00847 Request for Proposed Change 00848 Daily Construction Report 00849 Weekly Construction Progress Report Forms Used by the Contractor 00861 Periodic Estimate for Partial Payment 00862 Certificate of Engineer 00863 Certificate of Final Completion 00864 Shop Drawing Submittal 00865 Certificate of Final Inspection 00868 Contractor Request for Information 00878 Contractor Proposed Change 00879 Waiver and Release of Lien upon Final Payment Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 62 00881 Waiver and Release of Lien upon Progress Payment 00883 Contractor's Final Affidavit 00885 Contractor's Interim Affidavit Forms Used by All Parties during Construction 00850 Construction Accident Report 17.07 The Contractor shall comply with Florida's Archives and Historical Act (Florida Statutes Chapter 267) and the regulations of the local historic preservation board as applicable and protect against the potential loss or destruction of significant, historical or archaeological data, sites, and properties in connection with the project. 17.08 If apprentices are required or utilized on this project, then the provisions of Chapter 446, Florida Statutes, shall govern. 17.09 If the price of this Agreement/Contract equals or exceeds $50,000 and if the Contractor has 50 or more employees, the Contractor shall file with the Owner, within 30 calendar days after the award of this Agreement/Contract, a report on Standard Form 100 (EEO-1), which has been promulgated jointly by the Office of Federal Contract Compliance Programs, the Equal Employment Opportunity Commission, and Plans for Progress, unless the Contractor has submitted such a report within 12 months preceding the date of award of this Agreement/Contract. In addition, the Contractor shall ensure that each construction subcontractor having 50 or more employees and a lower-tier construction subcontract with a price equaling or exceeding $50,000 also files with the Owner, within 30 calendar days after the award to it of the lower-tier construction subcontract, a report on Standard Form 100 (EEO-1) unless the construction subcontractor has submitted such a report within 12 months preceding the date of award of the lower-tier construction subcontract. (Subsequent reports are to be submitted annually in accordance with 41 CFR 60-1.7(a) or at such other intervals as the Director of the Office of Federal Contract Compliance Programs may require.) ARTICLE 18 – FEDERAL REQUIREMENTS 18.01 Financing Agency Not a Party A. This Contract may be funded in part with funds provided by a State or Federal Agency. Neither State or Federal Agency, nor any of its departments, entities, or employees is a party to this Contract. All procurements by Federal Grant recipients and sub-recipients shall comply with the provisions of 2 C.F.R. Section 200.317 – 327. 18.02 Contract Approval A. Owner and Contractor will furnish Owner’s attorney such evidence as required so that Owner’s attorney can complete and execute the following “Certificate of Owner’s Attorney” (Exhibit GC-A) before Owner submits the executed Contract Documents to Agency for approval. B. Concurrence by Agency in the award of the Contract is required before the Contract is effective. 18.03 Conflict of Interest A. Contractor may not knowingly contract with a supplier or manufacturer if the individual or entity who prepared the plans and specifications has a corporate or financial affiliation with the supplier or manufacturer. B. Owner’s officers, employees, or agents shall not engage in the award or administration of this Contract if a conflict of interest, real or apparent, would be involved. Such a conflict would arise when: (i) the employee, officer or agent; (ii) any member of their immediate family; (iii) their partner or (iv) an organization that employs, or is about Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 63 to employ, any of the above, has a financial interest in Contractor. Owner’s officers, employees, or agents shall neither solicit nor accept gratuities, favors or anything of monetary value from Contractor or subcontractors. 18.04 Gratuities A. If Owner finds after a notice and hearing that Contractor, or any of Contractor’s agents or representatives, offered or gave gratuities (in the form of entertainment, gifts, or otherwise) to any official, employee, or agent of Owner or Agency in an attempt to secure this Contract or favorable treatment in awarding, amending, or making any determinations related to the performance of this Contract, Owner may, by written notice to Contractor, terminate this Contract. Owner may also pursue other rights and remedies that the law or this Contract provides. However, the existence of the facts on which Owner bases such findings shall be an issue and may be reviewed in proceedings under the dispute resolution provisions of this Contract. B. In the event this Contract is terminated as provided in paragraph 18.04.A, Owner may pursue the same remedies against Contractor as it could pursue in the event of a breach of this Contract by Contractor. As a penalty, in addition to any other damages to which it may be entitled by law, Owner may pursue exemplary damages in an amount (as determined by Owner) which shall not be less than three nor more than ten times the costs Contractor incurs in providing any such gratuities to any such officer or employee. 18.05 Audit and Access to Records A. For all negotiated contracts and negotiated modifications (except those of $10,000 or less), Owner, Agency, the Comptroller General, or any of their duly authorized representatives, shall have access to any books, documents, papers, and records of the Contractor, which are pertinent to the Contract, for the purpose of making audits, examinations, excerpts and transcriptions. Contractor shall maintain all required records for three years after final payment is made and all other pending matters are closed. 18.06 Small, Minority and Women’s Businesses A. If Contractor intends to let any subcontracts for a portion of the work, Contractor shall take affirmative steps to assure that small, minority and women’s businesses are used when possible as sources of supplies, equipment, construction, and services. Affirmative steps shall consist of: (1) including qualified small, minority and women’s businesses on solicitation lists; (2) assuring that small, minority and women’s businesses are solicited whenever they are potential sources; (3) dividing total requirements when economically feasible, into small tasks or quantities to permit maximum participation of small, minority, and women’s businesses; (4) establishing delivery schedules, where the requirements of the work permit, which will encourage participation by small, minority and women’s businesses; (5) using the services and assistance of the Small Business Administration and the Minority Business Development Agency of the U.S. Department of Commerce; (6) requiring each party to a subcontract to take the affirmative steps of this section; and (7) Contractor is encouraged to procure goods and services from labor surplus area firms. 18.07 Anti-Kickback A. Contractor shall comply with the Copeland Anti-Kickback Act (18 USC 874 and 40 USC 276c) as supplemented by Department of Labor regulations (29 CFR Part 3, “Contractors and Subcontractors on Public Buildings or Public Works Financed in Whole or in Part by Loans or Grants of the United States”). The Act provides that Contractor or subcontractor shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public facilities, to give up any part of the compensation to which they are otherwise entitled. Owner shall report all suspected or reported violations to Agency. 18.08 Clean Air and Pollution Control Acts A. If this Contract exceeds $100,000, Contractor shall comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 USC 7401 et seq.) and the Federal Water Pollution Control Act as Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 64 amended (33 USC 1251 et seq.). Contractor will report violations to the Agency and the Regional Office of the EPA. 18.09 State Energy Policy A. Contractor shall comply with the Energy Policy and Conservation Act (P.L. 94-163). Mandatory standards and policies relating to energy efficiency, contained in any applicable State Energy Conservation Plan, shall be utilized. 18.10 Equal Opportunity Requirements A. If this Contract exceeds $10,000, Contractor shall comply with Executive Order 11246, “Equal Employment Opportunity,” as amended by Executive Order 11375, “Amending Executive Order 11246 Relating to Equal Employment Opportunity,” and as supplemented by regulations at 41 CFR part 60, “Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor.” B. Contractor’s compliance with Executive Order 11246 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative active obligations required by the Standard Federal Equal Employment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and in each trade, and Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting Contractor’s goals shall be a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. C. Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the Contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number; estimated dollar amount of subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the Contract is to be performed. 18.11 Restrictions on Lobbying A. Contractor and each subcontractor shall comply with Restrictions on Lobbying (Public Law 101-121, Section 319) as supplemented by applicable Agency regulations. This Law applies to the recipients of contracts and subcontracts that exceed $100,000 at any tier under a Federal loan that exceeds $150,000 or a Federal grant that exceeds $100,000. If applicable, Contractor must complete a certification form on lobbying activities related to a specific Federal loan or grant that is a funding source for this Contract. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant, or any other award covered by 31 USC 1352. Each tier shall disclose any lobbying with non-Federal funds that takes place in connection with obtaining any Federal award. Certifications and disclosures are forwarded from tier to tier up to the Owner. Necessary certification and disclosure forms shall be provided by Owner. 18.12 Environmental Requirements A. When constructing a project involving trenching and/or other related earth excavations, Contractor shall comply with the following environmental constraints: 1. Wetlands – When disposing of excess, spoil, or other construction materials on public or private property, Contractor shall not fill in or otherwise convert wetlands. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00710 - 65 2. Floodplains – When disposing of excess, spoil, or other construction materials on public or private property, Contractor shall not fill in or otherwise convert 100 year floodplain areas delineated on the latest Federal Emergency Management Agency Floodplain Maps, or other appropriate maps, i.e., alluvial soils on NRCS Soil Survey Maps. 3. Historic Preservation – Any excavation by Contractor that uncovers an historical or archaeological artifact shall be immediately reported to Owner and a representative of Agency. Construction shall be temporarily halted pending the notification process and further directions issued by Agency after consultation with the State Historic Preservation Officer (SHPO). 4. Endangered Species – Contractor shall comply with the Endangered Species Act, which provides for the protection of endangered and/or threatened species and critical habitat. Should any evidence of the presence of endangered and/or threatened species or their critical habitat be brought to the attention of Contractor, Contractor will immediately report this evidence to Owner and a representative of Agency. Construction shall be temporarily halted pending the notification process and further directions issued by Agency after consultation with the U.S. Fish and Wildlife Service. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 01001-1 SECTION 01001 GENERAL REQUIREMENTS 1.01 WORK UNDER THIS CONTRACT A. SCOPE OF WORK Project: Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project All work for the project shall be constructed in accordance with the drawings and specifications prepared by the City of Ocoee Utilities Department. The proposed project will be awarded and constructed, in conformance with the plans, specifications, and City of Ocoee Engineering Standards Manual. Bids shall be deemed to include all items necessary for the furnishing, delivering, and installing of all materials, equipment, incidentals, and services, including all labor for the work which is generally described as the following: • The Project consists of the installation of approximately 4,000 LF of 8” and 6” ductile iron water main and all associated isolation valves, water services, stub- outs, fire hydrants, blow-offs, and connections to existing adjacent water mains, removal and/or grouting and safe handling and proper disposal of approximately 4,000 LF of 6” asbestos cement water main. Additionally, the work includes the removal and/or grouting of approximately 2,000 LF of 2” galvanized steel water main and all respective appurtenances. Surface restoration of all impacted facilities, including asphalt roadway trench repair, milling, resurfacing, and replacing asphalt, concrete sidewalk and curbing, driveways (concrete, stone, asphalt, pavers), stamped asphalt speed bump crossing, striping, ADA ramps, sodding, landscaping, etc. Demolition, removal and reconnection of water services and meters. Deflection of existing or proposed utilities, testing, disinfection of new pipelines and dewatering as necessary for installation of new pipe and structures and all other work as shown in the Contract Drawings. The project will be completed in accordance with American Rescue Plan Act (ARPA) funding requirements. • All work must be in compliance with the City of Ocoee Engineering Standards Manual. See Section 02100. All work activities shall be required to be in accordance with the permits issued by the respective agencies. All work performed will be required to be done while maintaining the functional operation of the existing reclaim mains. All labor and material for work is more generally described as the following: • Installation and furnishing of approximately 4,000 LF of 8” DI water main and appurtenances required for an active water main. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 01001-2 • Removal and/or grouting of 4,000 LF of 6” AC water main and 2” galvanized steel water main. • Connections to existing water mains. • Repair/restoration/finishing of all facilities affected by the work. • Sequencing of the work to keep all utilities in service. • Obtaining necessary permits required to perform the work and notifying authorities having jurisdiction prior to any inspection activities of the upgraded system. • Coordination with all utility providers. • Coordination with the Florida Central Railroad (FCEN) for any work within the railroad right-of-way, as required. • Maintaining the work area and site in a clean and acceptable manner. • Protection of finished work and unfinished work. • Repair surfaces that are damaged by new construction activities. • Flush, clean, test and disinfect pipelines. • Prepare and submit as-built record drawings to the Owner. • Restore the site to the original condition or better. • All valves, fittings, hydrants and appurtenances needed to support the water mains installation. • Water meter service connections. • Alternate Bid: Mill and Resurfacing of Flewelling Ave from the intersection of Flewelling and Spring Avenue to the end of the work on Flewelling Ave. Coordinate with the City of Ocoee on milling and resurfacing limits. B. OWNER'S REPRESENTATIVE FOR CONTRACT ADMINISTRATION Notice is hereby served Director of Utilities for City of Ocoee’s Utilities Department is Jamie Croteau. The Engineer of Record (Engineer) with respect to project design (i.e. Drawings and Specifications) is Melanie Peckham with Hazen and Sawyer. In conformance with the requirements of Notice and Service of the General Conditions, all notices or other papers required to be delivered by the Contractor to the Owner shall be delivered to: Jamie Croteau Utilities Director, 1800 A. D. Mims Rd. Ocoee, FL 34761 The Owner or his designee shall provide construction administration services for this project with respect to design related issues, and acceptance of materials and workmanship. Such construction administration services are provided solely to evaluate the Contractor’s work for compliance with the contract documents and shall Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 01001-3 not be effective to assign to the Owner any duty to supervise or direct the performance of the work, nor create any responsibility for acts or omissions of the Contractor or any subcontractor or supplier. C. STANDARD DOCUMENTS AA Aluminum Association AASHTO American Association of State or Highway and Transportation AASHO Officials ABPA Acoustical and Board Products Association ACI American Concrete Institute AFBMA Anti-Friction Bearing Manufacturer's Association AGA American Gas Association AGMA American Gear M(03/20/00ers Association AI The Asphalt Institute AIA American Institute of Architects AIEE American Institute of Electrical Engineers AIMA Acoustical and Insulating Materials Association AISC American Institute of Steel Construction AISI American Iron and Steel Institute AMCA American Moving and Conditioning Association ANSI American National Standards Institute API American Petroleum Institute APWA American Public Works Association AREA American Railway Engineering Association ASA American Standards Association (now ANSI) ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating, and Air Conditioning Engineers ASME American Society of Mechanical Engineers ASSCBC American Standard Safety Code for Building Construction ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWBP American Wood Preservers Board AWS American Welding Society AWWA American Water Works Association CRSI Concrete Reinforcing Steel Institute CS Commercial Standard DOT Spec Standard Specification for Road and Bridge Construction Florida Department of Transportation FS Federal Standard IEEE Institute of Electrical and Electronic Engineers IPCEA Insulated Power Cable Engineers Association NBFU National Board of Fire Underwriters NBS National Bureau of Standards NEC National Electrical Code NECA National Electrical Contractor's Association NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NPT National Pipe Threads NSF National Science Foundation OSHA U.S. Department of Labor, Occupational Safety and Health Administration PCA Portland Cement Association PCI Prestressed Concrete Institute PS United States Products Standards SAE Society of Automotive Engineers SDI Steel Decks Institute SJI Steel Joists Institute SMACNA Sheet Metal and Air Conditioning Contractors National Association SSPC Structural Steel Painting Council UL Underwriter's Laboratories, Inc. UASI United States of American Standards or Institute (Now ANSI) USAS Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-4 When obtaining data and information from the Drawings, conflicts, errors, and discrepancies shall be resolved from the documents listed below. Where information from the documents listed below may conflict, the most stringent standard shall apply. a. Agreement Modifications b. Agreement c. Change Orders d. Addenda e. Supplementary Conditions f. Instructions to Bidders g. General Conditions h. General Requirements i. Measure and Payment j. Utility Technical Specifications City of Ocoee Utilities Administration Building Technical Specification (Div. 2 through 15) k. FDOT Standard Specification for Road and Bridge Construction, 2004 Edition including supplements and revisions thereto l. Drawings 1) Dimensions 2) Full-size Drawing 3) Large-scale Drawing 4) Small-scale Drawing m. FDOT Roadway and Traffic Design Standards, Dated January 2006. n. Advertisement for Bids o. Bid p. Bonds q. Insurance Certificates r. Insurance Endorsements s. Affidavits When measurements are affected by conditions already established or where items are to be fitted into constructed conditions, it shall be the Contractor’s responsibility to verify all such dimensions at the site and the actual job dimensions shall take precedence over scale and figure dimensions on the Drawings. D. PRESERVATION OF PROPERTY 1. General The Contractor shall preserve from damage all property along the line of work, or which is in the vicinity of or is in any way affected by the work, the removal or destruction of which is not called for by the plans. This applies to public and private property, public and private utilities (except as modified by the provisions of D-3), trees, shrubs, crops, signs, monuments, fences, guardrail, Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-5 pipe and underground structures, public highways (except natural wear and tear of highway resulting from legitimate use thereof by the Contractor), etc., and whenever such property is damaged due to the activities of the Contractor it shall be immediately restored to a condition similar or equal to that existing before such damage or injury was done by the Contractor, and at his own expense, or he shall make good such damage or injury in an acceptable manner. The Contractor shall protect existing bridges during the entire construction period, from damage caused by any of his operations or equipment. The Contractor will not be required to provide routine repairs or maintenance for such structures but will be required, at his own expense, to make immediate repairs of any damage occasioned by his use or operations. In the event that the Contractor's use or operations result in damage to a bridge requiring repairs, such repairs shall have a prior right to any equipment, materials or labor at the Contractor's disposal. The Contractor's special attention is directed to the protection of any geodetic monument, horizontal or vertical, located within the limits of construction. 2. Failure to Restore Damaged Property In case of failure on the part of the Contractor to restore such property, bridge, road or street, or to make good such damage or injury, the Owner may, upon 48 hours’ notice, proceed to repair, rebuild or otherwise restore such property, road or street as may be deemed necessary, and the cost thereof will be deducted from any monies due or which may become due the Contractor under the contract. Nothing in this clause shall prevent the Contractor from receiving proper compensation for the removal, damage or replacement of any public or private property, not shown on the plans, which is made necessary by alteration of grade or alignment and such work is authorized by the Owner; provided that such property has not been damaged through fault of the Contractor, his employees or agents. 3. Utilities a. Arrangements for Protection or Adjustment: At points where the Contractor's operations are adjacent to utility facilities or other property, damage to which might result in expense, loss, disruption of service or other undue inconvenience to the public or to the owners, work shall not be commenced until all arrangements necessary for the protection thereof have been made. The Contractor shall be solely and directly responsible to the owners and operators of such properties for any damage, injury, expense, loss, inconvenience, or delay, caused by the Contractor's operations. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-6 The Owner will make the necessary arrangements with utility owners for removal or adjustment of utilities where such removal or adjustment is determined by the Owner to be essential to the performance of the required construction, provided normal construction procedures are used by the Contractor. Relocations or adjustments requested only on the basis of the Contractor's proposed use of a particular method of construction or a particular type of equipment will not be considered as being essential to the construction of the project if other commonly used methods and equipment could be used without the necessity of relocating or adjusting the utility. The Owner will determine the responsibility for any such required adjustments of utilities. Relocations or adjustments requested because of delivery to the job of materials furnished by the Contractor will be the responsibility of and at the expense of the Contractor. Circumstances under which it will be considered essential to remove or adjust (or to otherwise protect) utilities in order to construct the project shall include, but not be limited to, the following: 1) Utilities lying within the vertical and horizontal construction limits, plus the reasonably required working room necessary for operation of equipment normally used for the particular type of construction; all as determined by the Owner (and except as provided in paragraph 4), below). (In the case of overhead electrical conductors which carry more than 400 V, a minimum of 10 foot clearance between the conductor and the nearest possible approach of any part of the equipment will be required, except where the utility owner effects safeguards approved by the Florida Department of Labor and Employment Security.) 2) Utilities lying within the horizontal limits of the project and within 12- inches below the ground surface or the excavation surface on which the construction equipment is to be operated, or within 12-inches below the bottom of any stabilizing course called for on the plans. 3) Utilities lying within the normal limits of excavation for underground drainage facilities or other structures, (except as provided in paragraph 4) below). Such normal limits shall extend to side slopes along the angle of repose, as established by sound engineering practice, unless the sides of the excavation are required by the plans or special provisions to be supported by sheeting, or the Contractor elects to sheet such excavation for his own convenience. 4) Where utilities cross pipe trenches transversely within the excavation area, but not within positions from which relocation or removal is necessary, the utility owner shall be responsible for providing and effecting all reasonable measures for their support and protection Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-7 during construction operations, and the Contractor shall cooperate with the utility owner in the owner's effecting such support and protective measures. The Contractor shall be responsible for any damage to the utility that is caused by neglect or failure on the Contractor's part to cooperate and to use proper precaution in performing his work. In the event that a temporary relocation of a utility or a particular sequence of timing in the relocation of a utility is necessary, such relocation shall be done only as directed by the Owner, so as to cause the least impediment to the overall construction operations. The Owner will not assume responsibility for utility adjustments or temporary relocation work, nor for the conditions resulting there from, where such adjustments are (1) not necessitated by the construction of the project, (2) done solely for the benefit or convenience of the utility owner or its contractor, or the highway contractor where his construction procedures are considered to be other than normal, or (3) not shown on the approved plans for the utilities relocation or the construction. b. Cooperation and coordination of schedules with Utility Owners: The Contractor shall cooperate with the Owners of any underground and coordination of schedules or overhead utility lines in their removal and rearrangement operations in order that these operations may progress in a reasonable manner, that duplication or rearrangement work may be reduced to a minimum, and that services rendered by the utility owners will not be unnecessarily interrupted. Contractor shall be responsible for coordinating its activities with those of the Utility Owners and shall incorporate their work into Contractor’s Construction Schedules. Owner shall not be liable to the Contractor for any loss, damage, cost or expense arising out of or resulting from delay, interference, interruption, or acceleration of Contractor’s Work by any of the activities of the Utility Owners. In the event of interruption of water or other utility services as a result of accidental breakage or as a result of their being exposed or unsupported, the Contractor shall promptly notify the proper authority and shall cooperate with the authority in the prompt restoration of service. If water service is interrupted repair work shall be continuous until the service is restored. No work shall be undertaken around fire hydrants until provisions for continued service have been approved by the local fire authority. c. Utility Adjustments: Certain utility adjustments and reconstruction work may be underway during the progress of the contract. The Contractor will be required to cooperate as is necessary with the various utility construction crews in order that utility service may be maintained. Upon completion of Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-8 the utilities work by others the utilities will be in their final location and the Contractor shall exercise due caution when working adjacent to such utilities. Any damage to the relocated utilities resulting from the Contractor's operations shall be repaired at his expense. The Contractor's attention is directed to the requirements of D-1 and D-3.b outlining responsibility for protection of utility facilities. Utility authorities that may be performing adjustments, connections, and reconstruction work during the progress of the contract are: 1) CenturyLink 2) Charter Communications 3) Duke Energy 4) City of Ocoee Utilities Department 4. The Contractor shall not enter or occupy private land outside of the project site or right-of-way, except by written permission of the appropriate owners. Contractor shall provide Owner a copy of such written permission. 1.02 LABOR A. The Contractor shall keep the Contract under his own control and it shall be his responsibility to see that the Work is properly supervised and carried on faithfully and efficiently. The Contractor shall supervise the Work personally or shall have a competent, English-speaking superintendent or representative, who shall be on the site of the project at all working hours, and who shall be clothed with full authority by the Contractor to direct the performance of the Work and make arrangements for all necessary materials, equipment, and labor without delay. 1.03 MATERIALS AND EQUIPMENT A. MANUFACTURER 1. All transactions with the manufacturers or subcontractors shall be through the Contractor, unless the Contractor shall request and at the Owner's option, that the manufacturer or subcontractor communicate directly with the Owner. Any such transactions shall not in any way release the Contractor from his full responsibility under this Contract. 2. All workmanship and materials shall be of the highest quality. The equipment shall be the product of manufacturers who are experienced and skilled in the field with an established record of research and development. No equipment will be considered unless the manufacturer has designed and manufactured equipment of comparable type and size for at least five years. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-9 3. All materials and equipment furnished by the Contractor shall be subject to the inspection and approval of the Owner. No material shall be delivered to the work without prior approval of the Owner. 4. All apparatus, mechanisms, equipment, machinery, and manufactured articles for incorporation into the Project shall be the new (most current production at time of bid) and unused standard products of recognized reputable manufacturers on the City’s Approved Materials List. 5. Safety Requirements: a. All machinery and equipment shall be safeguarded in accordance with the safety codes of the ANSI, OSHA, and local industrial codes. b. In addition to the components specified and shown on the Drawings and necessary for the specified performance, the Contractor shall incorporate in the design and show on the shop drawings all the safety features required by the current codes and regulations, including but not limited to those of the Occupational Safety and Health Act, and Amendments thereto. B. SUBSTITUTIONS 1. The substitution requirements of this Section are in addition to the requirements of the General Conditions and Supplementary Conditions. 2. When a particular product is specified or called for, it is intended and shall be understood that the proposal tendered by the Bidder includes those products in his Bid. Should the Bidder desire to provide alternate products equal to those specified, the Bidder shall furnish information as described in the General Conditions or Bid Form. The alternate product or products submitted by the Bidder shall meet the requirements of the specifications and shall, in all respects, be equal to the products specified by name herein. 3. The intent of these specifications is to provide the Owner with a quality facility without discouraging competitive bidding. For products specified only by reference standards, performance and descriptive methods, without naming manufacturer's products, the Contractor may provide the products of any manufacturer complying with the Contract Documents, subject to the review of product data by the Owner/Engineer as specified herein. For products specified by naming a manufacturer's product followed by the words "or equal", the Contractor may provide any of the named products. He may substitute a product by another manufacturer as an equal only after review by the Owner/Engineer as specified herein. In all cases, any product provided must comply with all of the specified requirements. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-10 C. DELIVERY AND STORAGE 1. General a. The Contractor shall be responsible for all material, equipment and supplies sold and delivered to the Owner under this Contract until final inspection of the Work and acceptance thereof by the Owner. b. All materials and equipment to be incorporated in the Work shall be handled and stored by the Contractor before, during and after shipment in a manner to prevent warping, twisting, bending, breaking, chipping, rusting, and any injury, theft or damage or any kind whatsoever to the material or equipment. c. All materials which, in the opinion of the Owner, have become so damaged as to be unfit for the use intended or specified shall be promptly removed from the site of the Work, and the Contractor shall receive no compensation for the damaged material or its removal. d. In the event any such material, equipment and supplies are lost, stolen, damaged or destroyed prior to final inspection and acceptance, the Contractor shall replace same without additional cost to the Owner. 2. Delivery - the Contractor Shall: a. Deliver materials in ample quantities to insure the most speedy and uninterrupted progress of the Work so as to complete the Work within the allotted time. b. Coordinate deliveries in order to avoid delay in, or impediment of, the progress of the Work of any related Contractor. c. Arrange deliveries of products in accordance with construction schedules coordinated to avoid conflict with work and conditions at the site. d. Deliver products in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. e. Immediately on delivery, inspect shipments with the Owner's field representative to assure compliance with requirements of Contract Documents and approved submittals, and that products are properly protected and undamaged. f. Provide equipment and personnel to handle products by methods recommended by the manufacturer to prevent soiling or damage to products or packaging. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-11 3. Storage a. The Contractor shall be responsible for securing a location for on-site storage of all material and equipment necessary for completion of this project. The location and storage layout shall be submitted to the Owner/Engineer at the Pre-construction Conference. b. All material delivered to the job site shall be protected from dirt, dust, dampness, water, and any other condition detrimental to the life of the material from the date of delivery to the time of installation of the material and acceptance by the Owner. c. Store products in accord with manufacturer's instructions, with seals and labels intact and legible. d. When required or recommended by the manufacturer, the Contractor shall furnish a covered, weather protected storage structure providing a clean, dry, noncorrosive environment for all mechanical equipment, valves, architectural items, electrical and instrumentation equipment, and special equipment to be incorporated into this project. e. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions and free from damage or deterioration. f. Manufacturer's storage instructions shall be carefully studied by the Contractor and reviewed with the Owner by him. These instructions shall be carefully followed and a written record of this kept by the Contractor. g. Moving parts shall be rotated a minimum of once weekly to insure proper lubrication and to avoid metal-to-metal "welding". Electric motors provided with heaters shall be temporarily wired for continuous heating during storage. Upon installation of the equipment, the Contractor shall start the equipment, at least half load, once weekly for an adequate period of time to insure that the equipment does not deteriorate from lack of use. h. Mechanical equipment to be used in the Work, if stored for longer than ninety (90) days, shall have the bearings cleaned, flushed and lubricated prior to testing and start-up, at no extra cost to the Owner. i. Prior to acceptance of the equipment, the Contractor shall have the manufacturer inspect the equipment during start-up and certify that its condition has not been detrimentally affected by the long storage period. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-12 Such start-up certification by the manufacturer shall be deemed to mean that the equipment is judged by the manufacturer to be in a condition equal to that of equipment that has been shipped, installed and tested. If such a certification is not given, the equipment shall be judged to be defective. It shall be removed and replaced at the Contractor's expense. j. Specific Material Storage Requirements 1) Loose Granular Materials: Store in a well-drained area on solid surfaces to prevent mixing with foreign matter. 2) Cement, sand and lime: Stored under a roof and off the ground and kept completely dry at all times. 3) Brick, block and similar masonry products: Handle and store in a manner to reduce breakage, chipping, cracking and spilling to a minimum. 4) All structural and miscellaneous steel, and reinforcing steel: Store off the ground or otherwise to prevent accumulations of dirt or grease, and in a position to prevent accumulations of standing water and to minimize rusting. Beams shall be stored with the webs vertical. 4. Should the Contractor fail to take proper action on storage and handling of equipment supplied under this Contract within seven days after written notice to do so has been given, the Owner retains the right to correct all deficiencies noted in previously transmitted written notice and deduct the cost associated with these corrections from the Contractor's Contract. These costs may be comprised of expenditures for labor, equipment usage, administrative, clerical, engineering and any other costs associated with making the necessary corrections. In any event, equipment and materials not properly stored will not be included in a payment estimate. D. MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION 1. Comply with manufacturer's printed instructions, obtain and distribute copies of such instructions to all parties involved in the installation, including two copies for the Owner's use. Maintain one set of complete instructions at the job site during installation and until completion. 2. Handle, install, connect, clean, condition and adjust products in strict accord with such instructions and in conformity with specified requirements. Should job conditions or specified requirements conflict with the manufacturer's instructions, consult with Owner for further instructions. Do not proceed with Work without clear instructions. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-13 3. Perform Work in strict accordance with manufacturer's instructions. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by Contract Documents. 4. The Contractor shall have on hand sufficient proper equipment and machinery of ample capacity to facilitate the installation of the Work and to handle all emergencies normally encountered in Work of this character. 5. Equipment shall be installed in a neat and workmanlike manner on the foundations at the locations and elevations shown on the Plans, unless directed otherwise by the Owner during installation. 6. All equipment shall be correctly aligned, leveled and adjusted for satisfactory operation and shall be installed so that proper and necessary connections can be made readily between the various units. 7. The Contractor shall furnish, install and protect all necessary anchor and attachment bolts and all other appurtenances needed for the installation of the devices included in the equipment specified. Anchor bolts shall be as approved by the Engineer and made of ample size and strength for the purposes intended. Substantial templates and working drawings for installation shall be furnished by the manufacturer. E. INSPECTION AND TESTING 1. General a. If, in the testing of any material or equipment, it is ascertained by the Owner that the material or equipment does not comply with the Contract, the Contractor shall be notified thereof, and he will be directed to refrain from delivering said material of equipment, or to remove it promptly from the site or from the Work and replace it with acceptable material, without cost to the Owner. b. Tests of electrical and mechanical equipment and appliances shall be conducted in accordance with recognized test codes of the ANSI, ASME, or the IEEE, except as may otherwise be stated herein. 2. Cost a. Owner shall employ and pay for the services of an independent testing laboratory to perform testing specifically indicated on the Contract Documents or specified in the Specifications and may at any other time elect Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-14 to have materials and equipment tested for conformity with the Contract Documents. b. The cost of field leakage, pressure and bacteriological tests and shop tests of materials and equipment specifically called for in the Contract Documents shall be borne by the Contractor, and such costs shall be deemed to be included in the Contract price. c. Notify Owner employed-laboratory sufficiently (a minimum of 48 hours) in advance of operations to allow for laboratory assignment of personnel and scheduling of tests. When tests or inspections cannot be performed after such notice, reimburse Owner for laboratory personnel and travel expenses incurred. d. Contractor shall employ and pay for the services of the same or a separate, equally qualified independent testing laboratory to perform additional inspections, sampling and testing required for the Contractor's convenience and as approved by the Owner. e. If the test results indicate the material or equipment complies with the Contract Documents, the Owner shall pay for the cost of the testing laboratory. If the tests and any subsequent retests indicate the materials and equipment fail to meet the requirements of the Contract Documents, the Contractor shall pay laboratory costs of such failed tests. The total of such costs shall be deducted from any payments due to the Contractor. f. The Contractor shall pay for all Work required to uncover, remove, replace, retest, etc any Work not tested due to the Contractor's failure to provide the minimum 48 hours advance notice or due to failed tests. 3. Shop Testing a. Each piece of equipment for which pressure, duty, capacity, rating, efficiency, performance, function or special requirements are specified shall be tested in the shop of the manufacturer in a manner which shall conclusively prove that its characteristics comply fully with the requirements of the Contract Documents. No such equipment shall be shipped to the Work until the Engineer notifies the Contractor, in writing, that the results of such tests are acceptable. b. Five copies of the manufacturer's actual shop test data and interpreted results thereof, accompanied by a certificate of authenticity notarized and signed by a responsible official of the manufacturing company, shall be furnished to the Owner/Engineer as a prerequisite for the acceptance of any equipment. The cost of shop tests (excluding cost of Owner's Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-15 representative) and of furnishing manufacturer's preliminary and shop test data of operating equipment shall be borne by the Contractor and shall be included in the Contract price. c. The Contractor shall give notice in writing to the Owner sufficiently in advance of his intention to commence the manufacture or preparation of materials especially manufactured or prepared for use in or as part of the permanent construction. Such notice shall contain a request for inspection, the date of commencement and the expected date of completion of the manufacture or preparation of materials. Upon receipt of such notice, the Owner shall arrange to have a representative present at such times during the manufacture as may be necessary to inspect the materials; or he will notify the Contractor that the inspection will be made at a point other than the point of manufacture; or he will notify the Contractor that inspection will be waived. d. When inspection is waived or when the Owner so requires, the Contractor shall furnish to him authoritative evidence in the form of Certificates of Manufacture that the materials to be used in the Work have been manufactured and tested in conformity with the Contract Documents. These certificates shall be notarized and shall include five (5) copies of the results of physical tests and chemical analysis, where necessary, that have been made directly on the product or on similar products of the manufacturer. e. The Contractor must comply with these provisions before shipping any material. Such inspections by the Owner shall not release the Contractor from the responsibility for furnishing materials meeting the requirements of the Contract Documents. 4. Field Testing a. The Owner shall employ and pay for services of an independent testing laboratory to perform testing specifically indicated in the Contract Documents. Employment of the laboratory shall in no way relieve Contractor's obligations to perform the Work of the Contract. b. The Owner may at any time during the progress of the Work request additional testing beyond that specified in the Contract. This testing will be at the Owner's expense. The Contractor shall assist the testing laboratory personnel in all ways so as to facilitate access to the location of the material or equipment to be tested. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-16 c. Contractor shall: 1) Cooperate with laboratory personnel, provide access to the Project. 2) Secure and deliver to the laboratory adequate quantities of representative samples of materials proposed to be used and which require testing. 3) Provide to the laboratory the preliminary design mix proposed to be used for concrete, and other material mixes which require control by the testing laboratory. d. The following schedule summarizes the responsibilities of various tests that may be required by the Contract Documents. Contractor shall notify Owner in advance of work so that arrangements can be made with the testing laboratory. TEST NOTES PAID BY Materials Compaction Embankment, pipe backfill, subgrade, base, asphaltic concrete as required by Owner Owner Low Pressure Air Exfiltration Each section of gravity sewer pipe between manholes or lift station Contractor Hydrostatic Pressure All segments of pressure piping (24-hour test). Contractor Hydrostatic Leakage All segments of pressure piping (2-hour test). Contractor Bacteriological As required by local and state agencies Contractor Asphaltic Concrete Paving As required by Owner Owner LBR As required by Owner Owner Concrete Initial acceptance testing at delivery, cylinders As required by Owner Owner All Other Testing As specified in various sections of the Project Manual As Indicated 5. Inspection by Other Agencies: The Florida Department of Transportation, the Florida Department of Environmental Regulation, and other authorized governmental agencies shall have free access to the site for inspecting materials Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-17 and Work, and the Contractor shall afford them all necessary facilities and assistance for doing so. Any instructions to the Contractor resulting from these inspections shall be given through the Owner/Engineer. These rights of inspections shall not be construed to create any contractual relationship between the Contractor and these agencies. F. WARRANTIES AND BONDS 1. The Contractor shall submit warranties and bonds as specified in the General Conditions and as specified herein. Co-execute submittals when so specified. 2. If an individual specification section requires a particular warranty more stringent than that required by this Section or the General Conditions, the more stringent requirements shall govern for the applicable portion of the Work. 3. The warranties and bonds shall include: a. Equipment or product description b. Manufacturer's name, principal, address and telephone number c. Contractor, name of responsible principal, address and telephone number. d. Local supplier's or representatives name and address e. Scope of warranty or bond f. Proper procedure in case of failure g. Instances that might affect the validity of warranty or bond h. Date of beginning of warranty, bond or service and maintenance contract i. Duration of warranty, bond or service maintenance contract G. TOOLS AND ACCESSORIES 1. The Contractor shall furnish with each type, kind or size of equipment, one complete set of suitably marked high grade special tools and accessories which may be needed to adjust, operate, maintain or repair the equipment (including special grease guns or other lubricating tools). 2. Such tools and accessories shall be furnished in approved painted steel tool cases, properly labeled and equipped with good grade cylinder locks and duplicate keys no later than upon start-up. 3. Each piece of equipment shall be provided with a substantial stainless steel nameplate, securely fastened in place and clearly inscribed with the manufacturer's name, year of manufacture, serial number, weight and principal rating data. H. SPARE PARTS Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-18 Spare parts may be specified for certain equipment in the pertinent sections of the Specifications. The Contractor shall collect and store all spare parts during construction and shall surrender such to the Owner in original boxes or containers upon final inspection. In addition, the Contractor shall furnish to the Owner an inventory listing all spare parts, the equipment they are associated with, the name and address of the supplier, and the delivered cost of each item. Copies of actual invoices for each item shall be furnished with the inventory to substantiate the delivered cost. I. BORROW, EXCESS SUITABLE AND UNSUITABLE MATERIALS The Contractor shall conduct access, hauling, filling and storage operations on-site as specified herein and as shown on the Contract Drawings. 1. Borrow Material: All borrow material shall be obtained off-site by the Contractor. 2. Excess Suitable Material: Ownership of excess suitable material excavated from the project shall be as follows: a. The City shall retain ownership of all suitable excavated materials until the final job requirements for fill or backfill materials have been fulfilled. The Contractor shall take ownership of remaining excavated materials not needed for job requirements, and dispose of them outside the right-of-way to the satisfaction of the Owner. 3. Unsuitable Material a. All unsuitable material shall become the property and responsibility of the Contractor. The Contractor shall properly dispose of all such unsuitable materials off-site in accordance with local, State and Federal Regulations, or; b. When approved by the City, unsuitable material may be disposed of in accordance with Section 120-5.3 of the FDOT Standard Specification for Road and Bridge Construction, 2000 Edition, including any supplements or revisions thereto. J. USE OF CHEMICALS All chemicals used during the project construction furnished for project operation, whether herbicide, pesticide, disinfectant, polymer, reactant or other classification, must show approval of either the Environmental Protection Agency or the U.S. Department of Agriculture. Use of all such chemicals and disposal of residues shall be in strict conformance with instructions. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-19 1.04 PROJECT SITE AND ACCESS A. USE OF PUBLIC STREETS The use of public streets and alleys shall be such as to provide a minimum of inconvenience to the public and to other traffic. Any earth or other excavated material spilled from trucks shall be removed immediately by the Contractor and the streets cleaned to the satisfaction of the Owner. B. USE OF PUBLIC STREETS FOR HAUL ROADS Prior to construction, the Contractor shall designate all proposed haul roads to be used during the life of the project. Any earth or other materials spilled from trucks shall be removed by the Contractor and streets cleaned to the satisfaction of the Owner. Contractor shall be responsible for repairs to any damages caused by his operations, prior to final payment. All trucks carrying earth shall be covered while moving with an appropriate tarpaulin. All cleanup shall be the responsibility of the Contractor. All trucks/moving equipment shall have backup warning horns in proper working order while on the job site. Any hauling unit or equipment loaded in excess of the maximum weights set out in the Florida Uniform Traffic Law, or lower weights which may be legally established for any road, bridge or street, shall not be operated on except as provided by special permit issued by the governmental unit having jurisdiction over a particular road or bridge. Roads or bridges that are to be demolished may be overloaded after they are permanently closed to the public. All liability for loss or damage resulting from equipment operating on a structure permanently closed to the public shall be the responsibility of the Contractor. C. ACCESS 1. Neither the material excavated nor the materials or equipment used in the construction of the Work shall be so placed as to prevent free access to all fire hydrants, valves or manholes. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-20 2. Access to businesses and residents located adjacent to the project site must be maintained at all times. Contractor may pre-arrange the closing of business or residential access with the business owner or property owner. As a minimum Contractor shall detail such pre-arranged access closing as notation to be included in Contractor Daily Report of Construction Activities addressed by Article 1.07.L. of these General Requirements, Section 01001. Such pre- arranged access closing shall not exceed two (2) hours. Property drainage and grading shall be restored and all construction debris removed within forty-eight (48) hours after completion of crossing work at access location. 3. Contractor agrees that representatives of the Owner and any governmental agents will have access to the Work wherever it is in preparation or progress and that the Contractor shall provide facilities for such access and inspection. 1.05 PERMITS A. The Owner has obtained permits related to this Work prior to advertising and are specifically listed in Table 01001-A. The Owner will also obtain permits that relate to the completed facilities. B. Upon Notice of Award, the Contractor shall immediately apply for all other applicable permits to construct the Work from the appropriate governmental agency or agencies. No Work shall commence until all applicable permits have been obtained and copies delivered to the Owner/Engineer. The costs for obtaining these permits shall be borne by the Contractor. C. The Contractor shall strictly adhere to the specific requirements of the governmental unit(s) or agency(ies) having jurisdiction over the Work. Whenever there is a difference in the requirements of a jurisdictional body and these Specifications, the more stringent shall apply. D. The Contractor shall serve as Owner’s Construction Coordinator with respect to notification of permitting governmental departments related to all Owner obtained permits. The Contractor shall be responsible for notification of all governmental departments addressed by Owner obtained permits prior to starting Work, during the progress of the Work, and immediately upon completion of the Work (Work is defined in reference to construction activities to be performed related to individual permit requirements). Such notice(s) shall be submitted or provided to permitting governmental department(s) in format and within time period(s) required. If pre and/or post notification time period is not stated by individual permit(s) then Contractor shall provide required notification(s) not less than forty-eight (48) hours in advance and after completion of Work. Permit(s) that require the Contractor shall address verbal notification(s) by follow-up written notice confirmation. Contractor shall contemporaneously submit to Owner and Owner’s Engineer copies of all written notification issued to permitting governmental department(s). Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-21 1.06 UTILITIES A. UTILITY CONSTRUCTION 1. Public utility installations and structures shall be understood to include all poles, tracks, pipes, wires, conduits, house service connections, vaults, manholes and all other appurtenances and facilities pertaining thereto, whether owned or controlled by governmental bodies or privately owned by individuals, firms or corporations, used to serve the public with transportation, traffic control, gas, electricity, telephone, sewerage, drainage or water. Other public or private property that may be affected by the Work shall be deemed included hereunder. 2. All open excavations shall be adequately safeguarded by providing temporary barricades, caution signs, lights and other means to prevent accidents to persons, and damage to property. The Contractor shall, at his own expense, provide suitable and safe bridges and other crossings for accommodating travel by pedestrians and workmen. Bridges provided for access to private property during construction shall be removed when no longer required. 3. The length of open trench will be controlled by the particular surrounding conditions, but shall always be confined to the limits prescribed by the Owner. If the excavation becomes a hazard, or if it excessively restricts traffic at any point, the Owner may require special construction procedures. As a minimum, the Contractor shall conform to the following restoration procedures: a. Interim Restoration: All excavations shall be backfilled and compacted as specified by the end of each working day. For excavations within existing paved areas, roadway base shall be installed as to provide a relatively smooth surface free of loose material before opening to traffic. At the end of each workweek the interim asphaltic surface course shall be completed. Contractor shall coordinate his construction activity including density tests and inspections to allow sufficient time to achieve this requirement. All driveway cuts shall be backfilled, compacted, and lime rock base spread and compacted immediately after utility installation. Contractor shall coordinate with the individual property owners prior to removing the driveway section. Any utility crossing an existing roadway, parking lot or other paved area shall be patched by the end of the working day. All pipe and fittings shall be neatly stored in a location approved by the Owner that will cause the least disturbance to the public. All debris shall be removed and properly disposed of by the end of each working day. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-22 Maintenance of all restored facilities shall be the Contractor's responsibility. This maintenance shall be performed on an on-going basis during the course of construction. The Contractor's Progress Schedule shall reflect the above restoration requirements. b. Additional Restoration for Work in Business or Commercial Districts: The Contractor shall restore all private property, damaged by construction, to its original condition. Access to businesses located adjacent to the project site must be maintained at all times. Contractor may prearrange the closing of business accesses with the business owner. Such prearranged access closing shall not exceed two (2) hours. Property drainage and grading shall be restored within 24 hours of backfilling trench. B. EXISTING UTILITIES 1. The locations of all existing underground piping, structures and utilities have been taken from information received from the respective owner. The locations are shown without express or implied representation, assurance, or guarantee that they are complete or correct or that they represent a true picture of underground piping to be encountered. 2. The Contractor shall, at all times in performance of the Work, employ approved methods and exercise reasonable care and skill so as to avoid unnecessary delay, injury, damage or destruction of existing public utility installations and structures; and shall, at all times in the performance of the Work, avoid unnecessary interference with, or interruption of, public utility services; and shall cooperate fully with the owners thereof to that end. 3. Pipelines shall be located substantially as indicated on the Drawings, but the Owner/Engineer reserves the right to make such modifications in locations as may be found desirable to avoid interference with existing structures or for other reasons. When the location of piping is dimensioned on the Drawings, it shall be installed in that location; when the location of piping is shown on a scaled drawing, without dimensions, the piping shall be installed in the scaled location unless the Owner/Engineer approves an alternate location for the piping. Where fittings are noted on the Drawings, such notation is for the Contractor's convenience and does not relieve him from laying and jointing different or additional items where required. The Owner may require detailed pipe laying drawings and schedules for project control. 4. The Contractor shall exercise care in any excavation to locate all existing piping and utilities. All utilities that do not interfere with the completed Work shall be carefully protected against damage. Any existing utilities damaged in any way Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-23 by the Contractor shall be restored or replaced by the Contractor at his expense as directed by the Owner/Engineer. Only the owner of the respective utility shall perform work on any existing facilities that require repairs. 5. It is the responsibility of the Contractor to ensure that all utility or other poles, the stability of which may be endangered by the proximity of excavation, be temporarily stayed and/or shored in position while Work proceeds in the vicinity of the pole and that the utility or other companies concerned be given reasonable advance notice of any such excavation by the Contractor. C. NOTICES 1. All governmental utility departments and other owners of public utilities which may be affected by the Work will be informed in writing by the Contractor within two weeks after the execution of the Contract or Contracts covering the Work. Such notice will be sent out in general, and directed to the attention of the governmental utility departments and other owners of public utilities for such installations and structures as may be affected by the Work. 2. The Contractor shall also comply with Florida Statute 553.851 regarding notification of existing gas and oil pipeline company owners. Evidence of such notice shall be furnished to the Owner within two weeks after the execution of the Contract. 3. It shall be the Contractor's responsibility to contact utility companies at least 48 hours in advance of breaking ground in any area or on any unit of the Work so maintenance personnel can locate and protect facilities, if required by the utility company. 4. The Contractor shall, prior to interrupting a utility service (water, sewer, etc.) for the purpose of making cut-ins to the existing lines or for any other purposes, contact the utility owner and make arrangements for the interruption that will be satisfactory to the utility owner. Arrangements shall be considered to include the notice of utility service interruption to all business and residential users located within the affected area. Notice details shall be considered to include utility service to be interrupted (water, sewer, etc.) and time/date/proposed duration of utility service interruption. Notice for potable water system interruption shall be considered to include boil water information. D. EXPLORATORY EXCAVATIONS 1. Exploratory excavations shall be performed in advance of all roadway and utility construction to be performed by the Contractor under this Contract as follows: Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-24 a. Contractor shall perform all exploratory excavations and make all necessary contacts and communications as is required pursuant to the Florida Sunshine Law. b. Exploratory excavations shall be conducted by the Contractor for the purpose of locating underground pipelines, conduits, cables or structures in advance of the construction. Test pits shall be excavated in areas of potential conflicts between existing and proposed facilities and at piping connections to existing facilities a minimum of 48 hours or 1000 feet in advance of Work. If there is a potential conflict, the Contractor is to notify the Owner immediately in writing. Information on the obstruction to be furnished by the Contractor shall include: Location, Elevation, Utility Type, Material and Size. Test pits shall be backfilled immediately after their purpose has been satisfied and the surface restored and maintained in a manner satisfactory to the Owner. 2. The Owner shall have forty-eight (48) hours to determine the resolution of any unknown or unforeseen conflict discovered during exploratory excavations along the route of the work after receipt of written notice of conflict from the Contractor. No Contractor claims for additional compensation or extension of Contract Time shall be allowed for this period of time. E. UTILITY CROSSINGS It is intended that wherever existing utilities must be crossed, deflection of the pipe within specified limits and cover shall be used to satisfactorily clear the obstruction unless otherwise indicated on the Drawings. However, when in the opinion of the Owner/Engineer this procedure is not feasible, he may direct the use of fittings for a utility crossing or conflict transition as detailed on the Drawings. F. RELOCATIONS 1. Relocations shown on the Drawings - Public utility installations or structures, including but not limited to light poles, signs, fences, piping, conduits and drains that interfere with the positioning of the Work which are shown on the Drawings to be removed, relocated, replaced or rebuilt by the Contractor shall be considered as part of the general cost of doing the Work and shall be included in the prices bid for the various contract items. No separate payment shall be made therefore. 2. Relocations not shown on the Drawings a. Where public utility installations or structures are encountered during the course of the Work, and are not indicated on the Drawings or in the Specifications, and when, in the opinion of the Owner/Engineer, removal, Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-25 relocation, replacement or rebuilding is necessary to complete the Work under this contract, such Work shall be accomplished by the utility having jurisdiction, or such Work may be ordered, in writing by the Owner/Engineer, for the Contractor to accomplish. b. If such Work is accomplished by the utility having jurisdiction, it will be carried out expeditiously, and the Contractor shall give full cooperation to permit the utility to complete the removal, relocation, replacement or rebuilding as required. If the Contractor accomplishes such Work, it will be paid for as a Change Order. 3. All existing utility castings, including valve boxes, junction boxes, manholes, hand holes, pull boxes, inlets and similar structures in the areas of construction that are to remain in service and in areas of trench restoration and pavement replacement, shall be adjusted by the Contractor to bring them flush with the surface of the finished Work. 4. All existing utility systems which conflict with the construction of the Work herein that can be temporarily removed and replaced shall be accomplished at the expense of the Contractor. Work shall be done by the utility unless the utility approves in writing that the Work may be done by the Contractor. 1.07 RELATED CONSTRUCTION REQUIREMENTS A. TRAFFIC MAINTENANCE 1. Maintain public highway traffic within the limits of the project for the duration of the construction period, including any temporary suspensions of Work. Work shall also include construction and maintenance of any necessary detour facilities; furnishing, installing and maintaining of traffic control and safety devices during construction, control of dust, or any other special requirements for safe and expeditious movement of vehicular and pedestrian traffic. 2. The Contractor shall prepare a Traffic Control Plan prior to commencing any Work on the site. The Traffic Control Plan shall detail procedures and protective measures for protection and control of traffic affected by the Work. 3. Before closing any thoroughfare, the Contractor shall give written notice to and, if necessary, obtain a permit or permits from the duly constituted public authority having jurisdiction over the thoroughfare. Notice shall be given no less than 72 hours in advance of the time when it may be necessary in the process of construction to close such thoroughfare, or as may be otherwise provided in the approved Traffic Control Plan. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-26 4. The Contractor shall sequence and plan construction operations and shall generally conduct his Work in such a manner as not to unduly or unnecessarily restrict or impede existing normal traffic through the streets of the local community. 5. Insofar as it is practicable, excavated material and spoil banks shall not be located in such a manner as to obstruct traffic. The traveled way of all streets, roads and alleys shall be kept clear and unobstructed insofar as is possible and shall not be used for the storage of construction materials, equipment, supplies, or excavated earth, except when and where necessary. 6. If required by duly constituted public authority, the Contractor shall, at his own expense, construct bridges or other temporary crossing structures over trenches so as not to unduly restrict traffic. Such structures shall be of adequate strength and proper construction and shall be maintained by the Contractor in such a manner as not to constitute an undue traffic hazard. Private driveways shall not be closed except when and where necessary, and then only upon due advance notice to the Owner/Engineer and for the shortest practicable period of time consistent with efficient and expeditious construction. The Contractor shall be liable for any damages to persons or property resulting from his work. 7. The Contractor shall make provisions at all "open cut" street crossings to allow a minimum of one lane to be open for vehicular traffic at all times. Lane closing shall be as permitted by the local governing authority and shall be repaired to a smooth, safe driving surface immediately following the installation of pipe or conduit. Flag men shall be required, in addition to barricades, signs and other protective devices at all lane closings. 8. The Contractor shall make provisions at cross streets for the free passage of vehicles and pedestrians, either by bridging or otherwise, and shall not obstruct the sidewalks, gutters, or streets, nor prevent in any manner the flow of water in the latter, but shall use all proper and necessary means to permit the free passage of surface water along the gutters. 9. The Contractor shall immediately cart away all offensive matter, exercising such precaution as may be directed by the Owner/Engineer. All material excavated shall be so disposed of as to inconvenience the public and adjacent tenants as little as possible and to prevent injury to trees, sidewalks, fences and adjacent property of all kinds. B. BARRIER AND LIGHTS The Contractor shall exercise extreme care in the conduct of the Work to protect health and safety of the workmen and the public. The Contractor shall provide all protective measures and devices necessary, in conformance with applicable local, Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-27 state and federal regulations regarding their need and use. Protective measures shall include but are not limited to barricades, warning lights/flashers and safety ropes. C. DEWATERING, FLOTATION The Contractor, with his own equipment, shall do all pumping necessary to dewater any part of the Work area during construction operations to insure dry working conditions. The Contractor shall be completely responsible for any tanks, wet wells or similar structures that may become buoyant during the construction and modification operations due to the groundwater or floods and before the structure is put into operation. The proposed final structures have been designed against buoyancy; however, the Contractor may employ methods, means and techniques during the various stages of construction (or other conditions) which may affect the buoyancy of structures. Should there be any possibility of buoyancy of a structure, the Contractor shall take the necessary steps to prevent its buoyancy either by increasing the structure's weight, by filling it with approved material or other acceptable methods. Damage to any structures due to floating or flooding shall be repaired or the structures replaced at the Contractor's expense. D. DUST, NOISE AND EROSION CONTROL 1. The Contractor shall prevent dust nuisance from his operations or from traffic by the use of water and deliquescent salts. Water and deliquescent salts application shall be consistent with Section 102-5 of the Standard Specifications for Road and Bridge Construction 2004 Edition. 2. Noise suppression: a. The Contractor shall eliminate noise to as great an extent as practical at all times. Air compressing plants shall be equipped with silencers and the exhaust of all gasoline motors or other power equipment shall be provided with mufflers. In the vicinity of hospitals and schools, special care shall be used to avoid noise or other nuisances. The Contractor shall strictly observe all local regulations and ordinances covering noise control (See City Noise Ordinance). b. Sound levels measured by the Owner’s personnel shall not exceed 45 dBA after 8 p.m. or 55 dBA 8 a.m. to 8 p.m. This sound level shall be measured at the exterior of the nearest exterior wall of the nearest residence or building. Levels at the equipment shall not exceed 85 dBA at any time. Sound levels in excess of these values are sufficient cause to have the Work halted until equipment can be quieted to these levels. Work stoppage by the Owner for excessive noise shall not relieve the Contractor of other contractual responsibilities stipulated in the Contract Documents including, but not limited to Contract Price and time. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-28 3. Erosion and Water Pollution Control The Contractor shall prepare and provide the Owner with a plan for the prevention, control and abatement of erosion and water pollution. The Contractor shall provide erosion and water pollution control in accordance with the Contract Plans and Specifications, FDOT Index 100, 102, 103 and 104, Standard Specifications for Road and Bridge Construction 2004 Edition, Section 104, and all permit requirements. The Contractor is responsible for meeting appropriate federal, state, and local regulations and water quality standards, such as turbidity. E. CONSTRUCTION ENGINEERING AND LAYOUT 1. Professional Engineer The Contractor shall provide the services of a Registered Professional Engineer currently licensed in the State of Florida for the following specific services as applicable to the Work: a. Inspections, testing, witnessing requiring a licensed professional engineer; b. Design of temporary shoring, bridging, scaffolding or other temporary construction; c. Other requirements as specified herein. 2. Laying Out the Work a. Prior to commencement of construction the Contractor’s Engineer will have established vertical and horizontal controls throughout the site which the Contractor shall use in laying out the work. The Contractor shall maintain centerline of construction and right-of-way lines at all times, even during the utility relocation periods. The Contractor shall erect and maintain white/black standard FDOT station markers every 100 feet throughout contract duration. The Contractor shall be responsible for protecting the controls in the field and establishing all lines and grades, together with all reference points as required by the various trades for all work under this Contract. All required layout shall be done using competent and experienced personnel under the supervision of a Land Surveyor registered in the State of Florida. b. The Contractor shall provide all labor and instruments and stakes, templates, and other materials necessary for marking and maintaining all lines and grades. The lines and grades shall be subject to any checking the Owner or Engineer may decide necessary. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-29 c. The Contractor shall employ only competent personnel and utilize only suitable equipment in performing layout work. He shall not engage the services of any person or persons in the employ of the Owner for performance of layout work. d. Adequate field notes and records shall be kept as layout work is accomplished. These field notes and records shall be available for review by the Owner as the work progresses and copies shall be furnished to the Owner at the time of completion of the project. e. Any inspection or checking of the Contractor's field notes or layout work by the Owner/Engineer and the acceptance of all or any part thereof, shall not relieve the Contractor of his responsibility to achieve the lines, grades and dimensions shown in the plans and specifications. f. Prior to final acceptance of the project, the Contractor shall mark in a permanent manner on the surface of the completed work all horizontal control points originally furnished by the Owner. g. No separate cost item is provided for laying out of the work, the cost of which shall be included in the unit prices for items in the Proposal. 3. Record Drawings During the entire construction operation, the Contractor shall maintain records of all deviations from the Drawings and Specifications and shall prepare therefrom "Record Drawings” showing correctly and accurately all changes and deviations from the work, made during construction to reflect the work as it was actually constructed. The following are required to be shown on project Record Drawings: a. Roadway Site Perimeter - Sufficient spot elevations to show as-built topography. b. Driveway Areas - Sufficient spot elevations to show drainage and slopes. c. Right-of-Way Swale/Drainage - All culvert inverts; swale flow-line grades; beginning and end bottom elevations; highs and lows along top of bank; and size of swale. d. Underdrains/Pipe Culvert/PVC Sleeves - All inverts, inlet grate and bottom elevations, and sizes. e. Outfalls - All pipe inverts, weir box elevations, weir elevation, and sizes. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-30 f. Roadway/Off Site Drainage - All inverts; manhole top elevation; grate top elevations all storm and sanitary, if applicable. g. Roadway 1) Pavement width; curb width; shoulder width; sidewalk and bike path widths, every 100 feet. 2) Elevations; sidewalk; bike path; top and bottom of curb; edge of pavement; and centerline of road, every 100 feet. 3) Install new roadway alignment control points upon final roadway completion. Include all intersections and side streets. Latitude, departure and elevations for all control points. 4) Stations and offsets, all structures (including power poles, etc.) h. Utility Work The Contractor shall retain the services of a registered land surveyor licensed in the State of Florida for the following specific services as applicable to Utility Work: 1) Prepare a certified survey of the actually constructed facilities based on information concurrent with the construction progress. This site survey is herein referred to as "Record Drawings". The Record Drawings shall be prepared at the same scale as the Contract Drawings on reproducible mylar sheet. Where the Contract Drawings are at various scales, the Project Record Drawings shall be at the scale which shows the greatest detail. The Project Record Drawings shall indicate the actual locations of all building corners, structures and elevation and stationing (min 100 ft. stationing) of all piping, fittings, valves, conduits, existing utilities and all other above and below ground improvements constructed under this contract. 2) Submittals i. Certificate signed by a Registered Surveyor certifying that elevations and locations of improvements are in conformance, or non-conformance, with Contract Documents. ii. Certified drawings showing locations of all structures, piping conduits and other improvements conforming to the Section 3.01.05 of the City’s Engineering Standards Manual. These Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-31 drawings are referenced as the Record Drawings and shall be included with the Project Record Documents. iii. Documentation to verify accuracy of field engineering work when requested by the Owner/Engineer. i. The Contractor shall provide Record Drawings as to format and number of copies as follows: 1 - signed and sealed set of mylars 6 - signed and sealed bluelines 1 - disk, AutoCAD (most recent edition) F. LINES AND GRADES 1. All Work under this Contract shall be constructed in accordance with the lines and grades shown on the Drawings, or as given by the Owner/Engineer. The full responsibility for keeping alignment and grade shall rest upon the Contractor. 2. The Contractor shall, at his own expense, establish all working or construction lines and grades as required from the project control points set by the Owner/Engineer, and shall be solely responsible for the accuracy thereof. 3. Water main and force main shall have a minimum of 36 inches of cover over the top of the pipe. Cover shall vary to provide long uniform gradient or slope to pipe to minimize air pockets and air release valves. The stationing shown on the Drawings for air and vacuum release valve assemblies are approximate and the Contractor shall field adjust these locations to locate these valves at the highest point in the pipeline installed. The Owner/Engineer must approve all locations. 4. To insure a uniform gradient for gravity pipe and pressure pipe, all lines shall be installed using the following control techniques as a minimum: a. gravity lines: continuous control, using laser beam technology. b. pressure lines; control stakes set at 50 ft intervals using surveyors level instrument. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-32 G. TEMPORARY CONSTRUCTION 1. Temporary fences: If, during the course of the Work, it is necessary to remove or disturb any fencing, the Contractor shall, at his own expense, provide a suitable temporary fence which shall be maintained until the permanent fence is replaced. The Owner will be solely responsible for the determination of the necessity for providing a temporary fence and the type of temporary fence to be used. 2. Responsibility for Temporary Structures: In accepting the Contract, the Contractor assumes full responsibility for the sufficiency and safety of all temporary structures or work and for any damage which may result from their failure or their improper construction, maintenance or operation and will indemnify and save harmless the Owner from all claims, suits or actions and damages or costs of every description arising by reason of failure to comply with the above provisions. H. TEMPORARY FACILITIES 1. Contractor shall furnish, install and maintain temporary facilities required for construction, and shall remove them upon completion of the Work. All facilities shall comply with the respective federal, state and local codes and regulations and with utility company requirements. 2. Materials for temporary facilities may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. 3. Temporary Utilities a. Temporary Electricity and Lighting: The Contractor shall make all arrangements with the local utility company, provide service required for power and lighting, install circuit and branch wiring, install distribution boxes located so that power and lighting is available at field office site throughout the construction period, and provide adequate artificial lighting for all areas of work when natural light is not adequate for work and for areas accessible to the public. b. Temporary Heat and Ventilation 1) The Contractor shall provide temporary heat and ventilation as required to maintain adequate environmental conditions to facilitate the progress of the Work, to meet specified minimum conditions for the installation of materials, and to protect materials and finishes from damage due to Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-33 temperature or humidity. Portable heaters shall be standard U.L. approved units complete with controls. 2) The Contractor shall provide adequate force ventilation of enclosed areas for curing of installed materials, to disperse humidity, and to prevent hazardous accumulations of dust, fumes, vapors or gases. c. Temporary Telephone Service: The Contractor shall make all arrangements with the local and long distance telephone service companies and provide direct line telephone services at the construction site for the use of personnel. d. Temporary Water 1) The Contractor shall provide water for construction and testing purposes, shall install branch piping with taps located so that water is available throughout the construction by the use of hoses, and shall protect piping and fittings against freezing as applicable to the work site. 2) The Contractor may use the existing water supply systems for testing, flushing, and construction water only at the direction of the Owner/owner. The Contractor shall pay for all water used in performing the above functions in accordance with the Owner's/Owner's established water rate schedules. The Contractor shall install at each and every connection to a public water supply a backflow preventer and all other appurtenances required by the Owner/Owner, codes and regulations. Contractor shall be required to meter all water used. e. Temporary Sanitary Facilities: The Contractor shall provide sanitary facilities in compliance with laws and regulations. f. Payment for Utilities: The Contractor shall make all necessary applications and arrangements and pay all fees and charges for electrical energy for power and light, gas energy, water and sanitary service, and telephone service required for the construction and testing of the Work under this Contract during its entire progress. He shall provide and pay for all temporary piping, valves, wiring, switches, connections, and meters. All telephone charges shall be paid by the Contractor; including long distance calls. 4. Temporary Offices and Buildings Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-34 a. Furnish, install and maintain the following offices or buildings for the Owner/Engineer and the Contractor during the entire construction period: 1) Contractor's field office 2) Owner/Engineer's field office 3) Storage or work sheds for construction b. Make arrangements to provide a suitable location for all temporary structures, buildings or storage sheds. During the preconstruction meeting, submit for approval a sketch of each temporary building and shed and a location map within the project site indicating building/shed layout, temporary drainage and utilities, access, and parking. c. Construction: At Contractor's option, portable or mobile buildings may be used, but must be structurally sound, weather tight, with floors raised above- ground and appropriately insulated for occupancy and storage requirements. Mobile buildings, when used, must be provided with steps and landings at the entrance door and hurricane tie-downs. d. Prohibited Use: 1) Permanent facilities shall not be used for field office or for storage. 2) Temporary or permanent facilities shall not be used for living quarters. e. Contractor's Office and Facilities The Contractor shall provide and maintain an office on the project site with telephone (including facsimile), utilities (with water supply) and facilities where he or a responsible representative of his organization may be reached at any time while work is in progress. Such office shall be within the immediate area of the project site. f. Owner/Engineer's Field Office: (Provide at site within 15 days after Notice to Proceed). 1) The Contractor shall make all provisions and pay all installations and other costs for the Owner/Engineer’s construction office including telephone service, power service, exterior lights and any dry type photocopy machine. The Contractor shall pay all monthly charges for the various services provided for the Owner/Engineer’s office throughout the construction period. g. Maintenance and Cleaning Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-35 1) Furnish, replace, and replenish light bulbs, fluorescent tubes, toilet paper, paper towels, soap, bottled water, and other things required to maintain offices in a clean condition. 2) Wash floor and clean washroom fixtures at least once each week. Wash windows when needed or when requested by Owner/Engineer. Sweep floor and dust furnishings daily. 3) Maintain office in first class condition for the duration of the project and for 30 days after final completion. h. Removal 1) Remove temporary field offices, contents, and services at a time when no longer needed. 2) Remove foundations and debris; grade site to required elevations and clean the areas. 5. First Aid Station: The Contractor shall keep on the site, at each location where Work is in progress, a completely equipped first aid kit and shall provide ready access thereto at all times. I. CONSTRUCTION PHOTOGRAPHS Pre-construction Documentation: The Contractor shall engage the services of a professional videographer to record pre-construction conditions no more than 45 days and no less than five days prior to construction. The videographer shall be a commercially known firm skilled and regularly engaged in the business of continuous pre-construction color audio-visual tape documentation. The videographer shall not be an employee of the Contractor or in any way associated with the Contractor. No construction shall begin prior to the review and approval of the respective videotapes by the Owner and Engineer. All videotapes and written records shall become the property of the Owner. 1. Video Recording a. Type: E.I.A. standard video with minimum horizontal resolution of 525 lines, 60 fields. b. Screen Display: time of day, month, day and year. c. Coverage: record all existing surface features located within the area affected by construction and at least 5 feet outside the construction area. Recording shall feature existing improvements (i.e. sidewalk, driveway, etc.) and vegetation and existence of any faults, defects or fractures thereto. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-36 d. Each video tape shall be permanently labeled and provided with a log of the video's content indexed by Video Unit Counter Numbers with corresponding subject data (street name, direction, engineering station numbers and date). e. Recording shall be performed on bright sunny days using a stable continuity of coverage at a rate not exceeding five miles per hour, with camera not mounted more than 10 feet above ground. 2. Audio Recording a. Single voice narrative recording corresponding and simultaneous with the video recording. b. Provide commentary to assist viewer orientation; street name, side, direction of travel, house addresses, engineering station numbers. c. Commentary shall include description of any faults, defects, fractures, etc. of all existing surface improvements. 3. Monthly Progress Photographs: The Contractor shall employ a competent photographer regularly engaged in the business to take construction record photographs periodically during the course of the Work. a. Prints: date imprinted 8-inch x 10-inch (203mm x 254mm) high resolution glossy single weight color print paper; five (5) sets to be provided to the Owner with each respective Application for payment and distributed by the Owner as follows: 1) Owner (2 sets) 3) Contractor (1 set) 2) Engineer (1 set) 4) Project Record Data (1 set) stored by Contractor to be furnished to Owner upon Closeout. b. Required Photographs and Views: Provide color aerial photograph of project from beginning Station to ending Station. c. Required Photographs and Views: Provide minimum three (3) views each at the following locations for pipelines: 1) Utility conflicts/relocations 5) Typical valve installation 2) Exploratory excavations 6) Typical air release 3) Boring and jacking 7) Typical hydrant assembly 4) Stream or canal crossing 8) Pipeline laying prior to backfilling Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-37 d. Negatives: Shall be maintained by the photographer for two (2) years after final completion and then shall convey the negative to the Owner. Digital Photographs may be substituted upon prior approval by the Owner. e. Photo Identification (data permanently printed on back) 1) Name of project 4) Date and time 2) Description of view 5) Name and address of photographer 3) Orientation of view 6) Film numbered identification of exposure J. CLEANING 1. During Construction a. During construction of the Work, the Contractor shall, at all times, keep the site of the Work and adjacent premises as free from material, debris and rubbish as is practicable and shall remove the same from any portion of the site if, in the opinion of the Owner, such material, debris, or rubbish constitutes a nuisance or is objectionable. b. Provide on-site containers for the collection of waste materials, debris and rubbish and remove such from the site periodically by disposal at a legal disposal area away from the site. c. Clean interior spaces prior to the start of finish painting and continue cleaning on an as-needed basis until painting is finished. Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. Use only those cleaning materials and methods recommended by the manufacturer of the surface material to be cleaned. Schedule operations so that dust and other contaminants resulting from cleaning process will not fall on wet or newly coated surfaces. d. The Contractor shall remove from the site all surplus materials and temporary structures when no longer necessary to the Work at the direction of the Owner. 2. Final Cleaning a. At the conclusion of the Work, all equipment, tools, temporary structures and materials belonging to the Contractor shall be promptly taken away, and he shall remove and promptly dispose of all water, dirt, rubbish or any other foreign substances. Employ skilled workmen for final cleaning. Thoroughly clean all installed equipment and materials to a bright, clean, Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-38 polished and new appearing condition. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from sight- exposed interior and exterior surfaces. Broom clean exterior paved surfaces; rake clean other surfaces of the grounds. b. The Work shall be left in a condition as shown on the Drawings and the remainder of the site shall be restored to a condition equal or better than what existed before the Work. c. Prior to final completion, or Owner occupancy, Contractor shall conduct an inspection of interior and exterior surfaces, and all work areas to verify that the entire Work is clean. The Owner will determine if the final cleaning is acceptable. K. PROJECT SIGNS Two project signs shall be furnished and installed on the project site by the Contractor at locations determined by the Owner. The Contractor may be required to relocate these identifying project signs during the progress of the Work. Each sign shall be approximately 4 x 4 feet in size, and shall contain the project name, construction cost and names of the Owner or governing council, Engineer and Contractor. Wood shall be pressure treated and fasteners galvanized. L. DAILY REPORTS 1. The Contractor shall submit to the Owner’s Representative Daily Reports of Construction activities including non-workdays. The reports shall be complete in detail and shall include the following information: a. Days from Notice to Proceed; Days remaining to Substantial and Final Completion; b. Weather information; c. Work activities with reference to the BCM schedule activity numbers (including manpower, equipment and daily production quantities for each individual activity); d. Major deliveries; e. Visitors to site; f. Test records; g. New problems, and; h. Other pertinent information. 2. A similar report shall be submitted for/by each Subcontractor. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-39 3. The report(s) shall be submitted to the Resident Project Representative within two (2) days of the respective report date. The CONTRACTOR’s Superintendent or Project Manager shall sign each report. If a report is incomplete, in error, or contains misinformation, the Resident Project Representative shall return a copy of the report to the CONTRACTOR’s Superintendent or Project Manager with corrections noted. When chronic errors or omissions occur, the CONTRACTOR shall correct the procedures by which the reports are produced. 4. Refer to Daily Reports – Division 0 for additional information. 1.08 CONSTRUCTION NOT PERMITTED A. USE OF EXPLOSIVES 1. No blasting shall be done except upon approval by the Owner and the governmental agency or political subdivision having jurisdiction. When the use of explosives is approved by the Owner as necessary for the execution of the Work, the Contractor shall use the utmost care so as not to endanger life or property, and assume responsibility for any such damage resulting from his blasting operations, and whenever directed, the number and size of the charges shall be reduced. All explosives shall be stored in a secure manner and all such storage places shall be marked clearly, "DANGEROUS EXPLOSIVES" and shall be in care of competent watchmen. All permits required for the use of explosives shall be obtained by the Contractor at his expense. All requirements of the governmental agency issuing permit shall be observed. B. BURNING 1. Do not burn combustible materials. Remove all cleared material from the Work site and dispose of in accordance with all local laws, codes, and ordinances. At the contractor’s option, chipping operations may be substituted when the tree species, and soundness is appropriate for such use. 1.09 PROJECT MEETINGS A. GENERAL 1. The Contractor shall attend all meetings to ascertain that work is expedited consistent with the Contract Documents and construction schedules. 2. Representatives of the Owner, Engineer, Contractor, subcontractors, suppliers and utility owners attending meeting shall be qualified and authorized to act on behalf of the entity each represents. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-40 3. The Owner will schedule and administer the pre-construction meeting, periodic progress meetings, and specially called meetings throughout the progress of the work (i.e., prepare agenda for meetings, make physical arrangements for meetings and, preside at meetings, prepare meeting minutes). A copy of the minutes of each progress meeting will be available at the next scheduled meeting. 4. Contractor shall record the Pre-construction Meeting and each progress meeting in their entirety, and shall provide the Owner a regular cassette copy of such recording, having good quality and clarity. B. PRE-CONSTRUCTION MEETING 1. A pre-construction meeting shall be held no later than twenty (20) days after date of Notice of Award and before the effective date of Notice to Proceed at a central site, convenient for all parties, designated by the Owner. 2. Attendance: a. Owner’s Resident Project Representative e. Major subcontractors b. Other Owner Representatives f. Major suppliers c. Engineer and other consultants g. Utility(ies) Representatives d. Contractor and his superintendent h. Others as appropriate 3. Suggested Agenda: This meeting is intended to introduce the various key personnel from each organization and to discuss the requirements of the Contract Documents as to how they specifically pertain to this Project and Work. The Owner will prepare a "Pre-construction Booklet" for this meeting outlining specific construction administration procedures, general construction requirements and other special considerations. The Contractor shall provide information as requested by the Owner in the development of the Pre- construction Booklet. C. PROGRESS MEETINGS 1. Progress meetings will be held every seven (7) days or less with the first meeting thirty (30) days after the Pre-construction Meeting or seven (7) days or less after the effective date of Notice to Proceed. 2. Progress meeting dates and time shall be scheduled at the Pre-construction Meeting for the entire duration of the Work on a weekly calendar basis. All progress meetings shall be held at the project field office of Owner. 3. Attendance: Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-41 a. Owner's Resident Project Representative e. Subcontractors as appropriate to agenda b. Other Owner Representatives f. Suppliers as appropriate to the agenda c. Engineer/prof. Consultants, as needed g. Utility Representatives d. Contractor h. Others as appropriate 4. Suggested Agenda: A general agenda for Progress Meetings will be provided to the Contractor at the Pre-construction Meeting. 5. The Contractor shall study previous meeting minutes and current agenda items in order to be prepared to discuss pertinent topics such as deliveries of materials and equipment, progress of the Work, etc. 6. The Contractor is to provide a current shop drawing log at each progress meeting, as well as evidence of the completion of Project Record Drawings concurrent with Work progress. 7. The Contractor is to provide an updated Work Plan at each progress meeting. 1.10 WORK SCHEDULES A. INITIAL WORK SCHEDULE AND WRITTEN NARRATIVE: Within 21 calendar days after contract award or at the Pre-construction Conference, whichever is earlier, submit to the Owner an Initial Work Schedule for the project. Submit three (3) copies of an Initial Work Schedule that shows the various activities of work in sufficient detail to demonstrate a reasonable and workable plan to complete the project within the Contract time. Show the order and interdependence of activities and the sequence for accomplishing the work. Describe all activities in sufficient detail so that the Owner can readily identify the work and measure the progress on of each activity. Show each activity with early start and early finish dates and late start and late finish dates, activity float and total float, a duration, and a monetary value. Include activities for procurement, fabrication and delivery of materials, plant, and equipment, and review time for shop drawings and submittals. Include milestone activities when milestones are required by the Contract Documents. In a project with more than one phase, adequately identify each phase and its completion date, and do not allow activities to span more than one phase. Conduct sufficient liaison and provide sufficient information to indicate coordination activities with utility owners that have facilities within the limits of construction have been resolved. Incorporate in the schedule any utility adjustment schedules included in the Contract Documents unless the utility company, the Contractor and the Owner Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-42 mutually agree to changes to the utility schedules shown in the Contract. Include all utility relocation periods given in the Contract Documents at durations shown and pursuant to referenced construction sequence provided (reference General Requirements Section 01001-1.15). Submit a Written Narrative with the Initial Work Schedule, consisting of a concise written description of the construction plan which shall include the following: 1. Describe work to be performed per construction phase; 2. Describe work to be performed within each pay item including the type and quantity of equipment, and material to be used and subcontractor information if applicable; 3. Describe planned production rates by pay item quantities (e.g., cubic yards of excavation per day/week); 4. Describe planned workdays per week and number of hours per day. 5. Describe scheduled holidays as established by the Contract Supplementary Conditions. The Owner will return inadequate schedules and narratives to the Contractor for correction. Resubmit a corrected Initial Work Schedule and Written Narrative within 15 calendar days from the date of the Owner’s return transmittal. When approved, the Owner will use this initial schedule and narrative as the baseline against which to measure the progress of the Work. If the Contractor fails to finalize the Initial Work Schedule and Written Narrative in the time specified, the Owner will withhold all Contract payments until the Owner approves the schedule and narrative. Owner shall not be liable to the Contractor for any loss damage, cost or expense arising out of or resulting from delay, interference, interruption, or acceleration of Contractor’s Work by any of the activities of the Utility Owners. B. UPDATE WORK PROGRESS SCHEDULE Updated Work Progress Schedules and requested Updated Written Narratives shall meet all the detail and informational requirements of the Initial Work Schedule and Written Narrative. Submit three (3) copies of an updated Work Progress Schedule with each month’s Application for Payment or when: Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-43 1. A delay occurs in the completion of a controlling work activity. 2. A delay occurs which causes a change in a controlling work activity. 3. The actual prosecution of the work is different from that represented on the current work progress schedule. 4. There is an addition, deletion, or revision of activities required by a contract modification. Submit an updated Written Narrative only when the Owner makes written request for same. Furnish updated Written Narrative with the next month’s Application for Payment dated after Owners written request. The Owner will return inadequate updated schedules and requested updated narratives to the Contractor for correction. Resubmit a corrected Updated Work Progress Schedule and requested Updated Written Narrative within 15 calendar days from the date of the Owner’s return transmittal. When approved, the Owner will use this updated schedule and requested updated narrative as the baseline against which to measure the progress of the Work. If the Contractor fails to finalize an updated schedule and requested updated narrative in the time specified, the Owner will withhold all Contract payments until the Owner approves the updated schedule and requested updated narrative. C. WORK PLAN The Contractor shall submit to the Owner a weekly work plan on the required form (FDOT Form 700-010-15, Construction 07/94) identifying controlling work items expected to be underway during the upcoming weekly period. 1. Objective and Definition The objective of the work plan shall be to identify those major controlling work items which if not worked on during the planned period, would delay project completion as set by the Contractor’s approved Work Progress Schedule(s). Critical activities as detailed in the Contractor’s approved Work Progress Schedule(s) are considered controlling items of work. Approval of the work plan is by the Owner. 2. Responsibility The Contractor shall be responsible for identifying and executing work items necessary to insure project completion according to the work schedule. The Contractor will insure the work proposed complies with all sequencing or other requirements established in the contract special provisions, plans or the standard specifications. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-44 3. Work Plan Meeting The Contractor’s work plan identifying controlling work items expected to be underway during the upcoming weekly period shall be submitted at and discussed during scheduled weekly construction progress meetings. D. ANTICIPATED UNFAVORABLE WEATHER DAYS The CONTRACTOR expressly acknowledges that unfavorable working conditions will exist at the site of the Work as a result of normal local weather. The anticipated number of unfavorable weather days per respective month are as follows: ANTICIPATED UNFAVORABLE WEATHER DAYS Month Normal Local Bad Weather Days Per Month Month Normal Local Bad Weather Days Per Month January 2 July 6 February 3 August 6 March 3 September 5 April 2 October 3 May 3 November 2 June 5 December 2 Contract "Unfavorable Weather Days" shall be determined from the above "Anticipated Unfavorable Weather Days" table and shall be counted from the effective date of Contract Notice to Proceed through the date of Contract Final Completion. To-be-anticipated unfavorable weather days shall be prorated through partial months and shall be rounded up or down as per standard practice (i.e., 0.1 through 0.4 days shall be rounded down to the next whole number and 0.5 through 0.9 shall be rounded up to the next whole number). Conversion of calendar days to workdays shall be as follows: 1. To convert calendar days to workdays for a six (6) day workweek, divide calendar days by 1.17. 2. To convert calendar days to workdays for a five (5) day workweek, divide calendar days by 1.40. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-45 The established Contract Time(s) includes an allowance for delays caused by the effects of unfavorable working conditions as a result of normal local weather. An anticipated unfavorable weather day is defined as follows: 1. The CONTRACTOR being unable to work at least 50% of the normal work day on pre-determined controlling work items due to adverse weather conditions; or 2. The CONTRACTOR must make major repairs to work damaged by weather, provided that the damage is not attributable to the CONTRACTOR’s failure to perform or neglect; and provided that the CONTRACTOR was unable to work at least 50% of the normal work day on pre-determined controlling work items. The CONTRACTOR shall take reasonable precautions to mitigate the impact of such unfavorable weather conditions and shall diligently attempt to perform the Work. E. UNFAVORABLE WEATHER ALLOWANCE Local weather conditions shall be considered in the planning and scheduling of the Work to ensure the completion of the Work within the Contract Time(s) provided. No time extension(s) will be granted for the Contractor's failure to take into account such weather conditions for the location of the Work and for the period of time in which the Work is to be accomplished. The total expected loss of working days stipulated in 01001.1.10.D of the Contract General Requirements shall be included in a separate identifiable controlling work activity labeled "Unfavorable Weather Days Allowance" to be included in the project schedule prior to the required Substantial Completion Date. When unfavorable weather days are experienced, and are approved as such by the Owner, the Contractor shall either: 1. Increase the duration of the current controlling work activity(ies) by the number of unfavorable weather days experienced, or 2. Add a controlling work activity to the schedule to reflect the occurrence of the unfavorable weather day(s). The duration of the unfavorable weather day allowance activity shall be reduced as weather days are experienced and included in the schedule. Any remaining unfavorable weather days in the unfavorable weather day allowance activity at the completion of the project shall be considered as float and shall not be for the exclusive use or benefit of either the Owner or Contractor. F. RESTRICTED CONSTRUCTION AREAS - NOT APPLICABLE Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-46 1.11 SHOP DRAWINGS, WORKING DRAWINGS AND SAMPLES A. GENERAL The Contractor shall submit to the Owner/Engineer for review and approval, such working drawings, shop drawings, test reports and data on materials and equipment, and material samples as specified in Specification Section 01340, in the Contract Drawings and as required pursuant with the FDOT Standard Specifications for Road and Bridge Construction 2004 and any supplements or revisions thereto. B. SHOP DRAWINGS AND SAMPLES 1. Contractor shall submit Shop Drawings to Owner/Engineer for review and approval in accordance with the acceptable schedule of Shop Drawings and Sample submittals. All submittals will be identified as Owner may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show Owner/Engineer the services, materials, and equipment Contractor proposes to provide and to enable Owner/Engineer to review the information for the limited purposes required by paragraph 6.17.E. of the Contract General Conditions. Each Sample will be identified clearly as to material, Supplier, pertinent data such as catalog numbers, and the use for which intended and otherwise as Owner/Engineer may require to enable Owner/Engineer to review the submittal for the limited purposes required by paragraph 6.17.E. of the Contract General Conditions. The numbers of each Sample to be submitted will be as specified in these specifications, in the Contract Drawings and or as required pursuant with the FDOT Standard Specifications for Road and Bridge Construction 2004 and any supplements or revisions thereto. 2. Contractor shall also submit Samples to Owner/Engineer for review and approval in accordance with the acceptable schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent data such as catalog numbers, and the use for which intended and otherwise as Owner/Engineer may require to enable Owner/Engineer to review the submittal for the limited purposes required by paragraph 6.17.E of the Contract General Conditions. The numbers of each Sample to be submitted will be as specified in the Specifications, in the Contract Drawings and or as required pursuant with the FDOT Standard Specifications for Road and Bridge Construction 2004 and any supplements or revisions thereto. 3. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawings and Sample submittals acceptable to Owner/Engineer as required by paragraph 2.07 of the Contract General Conditions, no related Work shall be performed prior to Owner/Engineer’s Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-47 review and approval of the pertinent submittal. C. WORKING DRAWINGS Working Drawings are defined as the Contractor's plan for temporary structures such as temporary bulkheads, support of open cut excavation, support of utilities, groundwater control systems, forming and false work for underpinning, and for such other work as may be required for construction but does not become an integral permanent part of the Project. The Contractor shall provide the following with respect to Working Drawings: 1. Working Drawings shall be submitted to the Owner/Engineer where required by the Contract Documents, requested by the Owner/Engineer or as required pursuant with the FDOT Standard Specifications for Road and Bridge Construction 2004 and any supplements or revisions thereto, and shall be submitted at least thirty (30) calendar days (unless otherwise specified by the Owner/Engineer) in advance of their being required for the work. 2. Working Drawings shall be prepared, signed and sealed by a registered professional engineer currently licensed to practice in the State of Florida. Working Drawing submittals are required to verify compliance with this provision. The Owner/Engineer will not check designs prepared by the Contractor's professional engineer. The Contractor and the Contractor’s engineer assume all risks of error; the Owner/Engineer shall have no responsibility therefore. D. SUBMITTAL PROCEDURES 1. Preliminary Shop Drawing Data: Within twenty-one (21) calendar days after the Contract Award or at the Pre-construction Conference, whichever is earlier, the Contractor shall submit to the Owner/Engineer a complete listing of manufacturers for all items for which shop drawings are to be submitted. 2. Shop Drawing Submittal Schedule: Within 30 days after the Pre-construction Conference or on the effective date of Notice to Proceed, whichever is earlier, the Contractor shall submit to the Owner/Engineer a complete schedule of shop drawing submittals fixing the respective dates for submission, the beginning of manufacture, testing, and installation of materials, supplies and equipment, noting those submittals critical to the progress schedule. 3. Submittal Log: An accurate updated log of submittals shall be provided by the Contractor for review by the Owner/Engineer at each scheduled progress meeting. 4. Before submitting each Shop Drawing or Sample, Contractor shall have Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-48 determined and verified: a. all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; b. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; c. all information relative to means, methods, techniques, sequences, and procedures of construction and safety precautions and programs incident thereto; and d. Contractor shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 5. Each submittal shall bear a stamp and specific written indication that Contractor has satisfied Contractor’s obligations under the Contract Documents with respect to Contractor’s review and approval of that submittal. Each respective shop drawing within a given submittal set shall bear original Contractor’s stamp and signature. 6. Submit to the Owner/Engineer all shop drawings, samples and schedules sufficiently in advance of construction requirements to provide no less than thirty (30) calendar days for checking, and appropriate action. 7. Contractor shall submit a minimum of six (6) sets, plus additional sets as required by his subcontractors with a maximum of eight (8) sets, of each shop drawing submittal for review. The Owner will distribute shop drawings as follows for the indicated action taken: a. One copy for Owner’s file; b. One copy for Engineer’s file; c. One copy for Sub-consultant’s file (if any); d. One copy for Owner’s Resident Project Representative’s file; and e. All other remaining copies to Contractor (Note, Contractor shall distribute additional copies to subcontractors as required). 8. All shop drawing submittals shall be accompanied with a transmittal letter (Form Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-49 00864 Shop Drawing Transmittal) providing the following information: a. Project Title and Contract Number; b. Date; c. Contractor's name and address; d. The number of each shop drawing, project data, and sample submitted; and e. Submittal Log Number conforming to respective FDOT or utility specification section numbers; 1) Submit each respective FDOT or utility specification section separately; 2) Identify each shop drawing item required under respective FDOT or utility specification section; and 3) Identify resubmittals using respective FDOT or utility specification section followed by A (first resubmittal), B (second resubmittal), etc. 9. When reviewed by the Owner, each of the shop drawings will be identified as having received such review, being so stamped and dated. Shop drawings stamped "REJECTED" will be returned to the Contractor for correction and resubmittal with the required correction indicated on the shop drawing or listed on a "Shop Drawing Review Comment Sheet." 10. At the time of each submittal, Contractor shall give Owner specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to Owner/Engineer for review and approval of each such variation. E. OWNER/ENGINEER’S REVIEW 1. Owner/Engineer will timely review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals acceptable to Owner/Engineer. Owner/Engineer’s review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-50 a. Owner/Engineer will review and return shop drawing submittals within 30 calendar days of receipt. 2. Owner/Engineer’s review of shop drawings, data, and samples submitted by the Contractor to interpret the work depicted on such submittal shall be for general conformance with the design concept and general compliance with the Contract Document requirements. The Owner/Engineer's review and approval, if any, constitutes a limited, conditional or qualified permission to use such materials, equipment or methods and does not constitute an approval of dimensions, quantities, details of the material, equipment, device or item submitted. 3. Owner/Engineer’s review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 4. Owner/Engineer's review and approval of Shop Drawings or Samples shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has in writing called Owner/Engineer’s attention to each such variation at the time of each submittal as required by paragraph 6.17.D.3 of the Contract General Conditions and Owner/Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by Owner/Engineer relieve Contractor from responsibility for complying with the requirements of paragraph 6.17.D.1 of the Contract General Conditions. F. RESUBMITTAL PROCEDURES 1. Contractor shall make corrections required by Owner/Engineer and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Owner/Engineer on previous submittals. 2. Contractor shall not begin any work covered by a shop drawing returned for correction until a revision or correction thereof has been reviewed, approved and returned to the Contractor by the Owner/Engineer. The Contractor shall be responsible for and bear all costs for damages that may result from the ordering of any material or from proceeding with any part of the work prior to the review and approval by the Owner/Engineer of the necessary shop drawings. 3. Resubmittals will be handled in the same manner as first submittals. On resubmittals, the Contractor shall direct specific attention on the transmittal and Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-51 on resubmitted shop drawings to revisions other than the corrections requested by the Owner/Engineer on previous submissions. The Contractor shall make any corrections required by the Owner/Engineer. 4. The Owner/Engineer will review a submittal/resubmittal a maximum of two (2) times after which the cost of review will be borne by the Contractor at the Owner/Engineer's standard hourly rate. G. SAMPLES The Contractor shall furnish, for the approval of the Owner/Engineer, samples required by the Contract Documents or requested by the Owner/Engineer. 1. Samples shall be delivered to the Owner/Engineer as specified or directed. The Contractor shall prepay all shipping charges on samples. 2. Approval of a sample shall be only for the characteristics or use named in such approval and shall not be construed to change or modify any Contract requirements. Materials or equipment for which samples are required shall not be used in work until approved by the Owner/Engineer. Materials and equipment incorporated in Work shall match the approved samples. 3. Approved samples not destroyed in testing shall be sent to the site of the Work. Approved samples of the hardware in good condition will be marked for identification and may be used in the Work. Samples that failed testing or were not approved will be returned to the Contractor at his expense, if so requested at the time of submission. 1.12 PROJECT RECORD DOCUMENTS A. The Contractor shall maintain at the site, for the Owner, one record copy of the following to be submitted to the Owner for the Owner at Project Closeout. (Section 01720) 1. Conformed Drawings 6. Field Orders 2. Conformed Specifications 7. Contractor's Request for Additional Information 3. Addenda 8. Approved Shop Drawings 4. Change Orders and other modifications to the Contract 9. Field Test Records 5. Construction Progress Schedules 10. Project Record Drawings certified by Professional Land Surveyor or registered in the State of Florida B. Store Record Documents and samples in Contractor's field office apart from documents used for construction. Do not use record document for construction purposes. Label each document "PROJECT RECORD" in neat large printed letters. File documents and samples in accordance with FDOT/CSI/CSC format. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-52 C. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. 1.13 START-UP A. GENERAL: 1. As soon as conditions permit, the Contractor shall furnish all labor, fuel, energy, lubrication, water, and all other materials, equipment, tools, and instruments necessary for the following acceptance tests (Start-up Check-Out and Demonstration and Testings). Prior to these acceptance tests, the Contractor shall conduct preliminary testing of equipment and, if the preliminary field test disclose any equipment furnished under this Contract which does not comply with the requirements of the Contract Documents, then Contractor shall, prior to Start-up Demonstration and Testing, make all changes, adjustments and replacements required. The furnishing Contractor shall assist in the preliminary field tests as applicable. a. Coordinate start-up activities with the Owner's operating personnel at the project site and with the Engineer prior to commencing system start-up. b. Demonstrate to the Owner/Engineer that all temporary jumpers and/or bypasses have been removed and that all of the components are operating under their own controls as designed. B. START-UP CHECK-OUT CERTIFICATION: (Potable and Reclaimed Mains) Start-up of mains shall include the following steps: Potable and Reclaimed Mains Filling pipe. Pressure testing pipe. Flushing pipe. Disinfection of pipe. Flushing of chlorine solution from pipe. Bacteriological test. Submittal by Owner/Engineer of test results to FDEP. FDEP's acceptance (Letter of Clearance). Pipeline may be placed in service. 1. Water Supply: The Contractor shall obtain and pay for (by metered charges) an Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-53 adequate amount of water from the utility owner for filling, flushing and testing of mains. 2. Connection to Existing Mains: Contractor may physically connect water mains smaller than 10-inch prior to FDEP clearance only if the water main is connected to an isolation valve to keep the existing main separate from the proposed system until FDEP clearance is given. Contractor may physically connect 10-inch or larger water mains to existing water system prior to FDEP clearance; however, isolation valve must remain closed and only opened under the direct supervision of utility owner's personnel and solely for flushing purposes in an approved manner as specified herein. 3. Filling Pipe - Jumper Connection a. Filling of all newly constructed water mains shall take place through a temporary jumper connection between an existing water main and the new main incorporating an approved construction water meter and an approved AWWA double check backflow prevention device. Contractor shall furnish and maintain the temporary jumper connection including the construction water meter and the backflow prevention device and be able to show documented proof that such devices have been tested and are in good working order at time of installation. (Reference Utility's Cross-Connection Control Manual for testing procedures.) b. The point of meter installation shall have prior approval from the utility owner and may include but not necessarily be limited to; existing fire hydrants, existing blow offs, restrained valve at terminating end of existing water main or wet tap on existing water main. The Contractor shall notify the utility owner prior to flushing and/or filling to allow the utility owner to observe flushing and/or filling operation. c. Jumper connection shall be 2 inches minimum in size. Piping material between originating point and the water meter shall be threaded brass, threaded galvanized steel pipe, or DR 9 poly. d. Tie-in valve (main line) shall remain closed at all times except as described later in this section. 4. Pressure test: Pressure testing of pipe shall be in accordance with Divisions 2 and 15 of these Specifications. The Contractor shall submit certified copies of pressure test results using the prescribed form. 5. Flushing of Pipes a. Flushing of pipes shall be in accordance with Divisions 2 and 15 of these Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-54 Specifications. The pressure in the existing water system shall be monitored during flushing and at no time should the pressure in the existing water system be allowed to drop below 50 psi. b. For pipes 8" or smaller diameter; flushing shall be achieved through the jumper connection. The Contractor may need to install two (2) or more jumper connections to obtain adequate flushing velocity (3.0 fps). c. For pipes greater than 8" diameter, the main line tie-in valve shall be operated by the utility owner to provide adequate flushing water. d. The Contractor shall supply and install pressure gauges to monitor system pressure during flushing operations. 6. Disinfection of Water Mains: Disinfection of water mains shall be in accordance with these Specifications, Ocoee Engineering Standards and in accordance with AWWA 651-92 and Florida DEP Standards. 7. Bacteriological Testing a. Bacteriological testing shall be in accordance with these Specifications and Ocoee Engineering Standards. b. Two (2) consecutive passing test results are required for each pipe segment tested. If a pipe segment fails to provide two (2) consecutively passing tests, then the pipe segment shall be disinfected again and retested until two (2) consecutive passing test results are obtained. c. Test results shall be submitted to the Owner/Engineer for forwarding to FDEP. 8. Final Acceptance: After release by FDEP and approval by the utility owner, the Contractor shall connect pipes 8" and smaller diameter to the existing water mains. For pipes larger than 8" diameter, the tie-in valve shall be opened by the Contractor under the direction of the utility owner. C. START-UP CHECK-OUT CERTIFICATION (MECHANICAL/EQUIPMENT/PUMPS, ETC.) 1. Conduct start-up testing with the Manufacturer's field service representative to test the equipment installation to the satisfaction of the Manufacturer. 2. Confirm that all equipment is properly energized, that the valves are set to their normal operating condition and that the flow path through the new work is unobstructed. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-55 3. Slowly fill each hydrostatic structure in the process flow stream with water. 4. Observe the component operation and make adjustments as necessary to optimize the performance of the Work. 5. Coordinate with Owner for any adjustments desired or operational problems requiring debugging. Make adjustments as necessary. 6. Submit five (5) copies of the CHECK-OUT MEMO signed by the Contractor and the manufacturer's representative. This form shall be completed and submitted before Instruction in Operation to the Owner or a request for final inspection. D. START-UP DEMONSTRATION AND TESTING CERTIFICATION 1. After all Work components have been constructed, field tested and the start-up CHECK-OUT completed in accordance with the manufacturer requirements, perform Start-up DEMONSTRATION AND TESTING in the presence of the Engineer and the Owner. 2. The intent of the start-up demonstration and testing is for the Contractor to demonstrate to the Owner and Engineer that the Work will function as a complete and operable system under normal as well as emergency operating conditions and is ready for acceptance. The demonstration shall be conducted upon completion of all systems at a date to be agreed upon in writing by the Owner or his representative. 3. Start-up DEMONSTRATION AND TESTING will be conducted using potable water supplied by the Owner at locations approved by Owner. The Contractor shall supply and install properly operating backflow preventer(s) as specified under Subsection 1.13B of this Section on all connections to the Owner’s potable water system. 4. Start-up DEMONSTRATION AND TESTING shall be conducted continuously for (3) three consecutive days. The Work must operate successfully during this testing period in the manner intended. If the Work does not operate successfully, or if the start-up is interrupted due to other contracts, the problems shall be corrected and the test shall start over from day one. The party causing the interruption shall be subject to the assessment of actual damages due to delay. 5. During the start-up demonstration period, operate the Work, instruct designated operating personnel in the function and operation of the Work and cause various operational circumstances to occur. As a minimum these circumstances shall include average and peak daily flows, random equipment failures, surcharges Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-56 and bypasses. Demonstrate the essential feature of the equipment and its relationship to other equipment. 6. Acceptability of the Work's performance shall be based on the Work performing as specified, under these actual and simulated operating conditions as defined in the Contract Documents. 7. Certificate of Completed Demonstration: Submit five (5) copies of Certificate of Completed Demonstration, signed by the Contractor, Subcontractor and Owner and insert one copy in each Operation and Maintenance Manual. E. FAILURE OF TESTS 1. Any defects in the materials and equipment or their failure to meet the tests, guarantees or requirements of the Contract Documents shall be promptly corrected by the Contractor by replacements, improvements, or otherwise at no cost to the Owner. The decision of the Owner as to whether or not the Contractor has fulfilled his obligations under the Contract shall be final and conclusive. 2. If the Contractor fails to make these corrections or if the improved materials and equipment, when tested, shall again fail to meet the guarantees or specified requirements, the Owner, notwithstanding partial payment for work, and materials and equipment, may reject the nonconforming materials and equipment and may order the Contractor to remove them from the site at his own expense. 3. If the Owner rejects any materials and equipment, then the Contractor shall replace the rejected materials and equipment within a reasonable time. If he fails to do so, the Owner may, after the expiration of a period of thirty (30) calendar days after giving him notice in writing, proceed to replace such rejected materials and equipment. The cost thereof shall be deducted from any compensation due or which may become due the Contractor under his Contract. 1.14 CONTRACT CLOSEOUT A. FINAL INSPECTION 1. When the Contractor considers the Work complete, he shall submit written certification that: a. Contract Documents have been reviewed. b. Work has been inspected for compliance with Contract Documents. c. Work has been completed in accordance with Contract Documents. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-57 d. Equipment and systems have been tested in the presence of the Owner's Representative and are operational. e. Work is completed and ready for final inspection. 2. The Owner/Engineer will make a final inspection to verify the status of completion after receipt of such certification. 3. Should the Owner/Engineer consider that the Work is incomplete or defective, he will promptly notify the Contractor in writing, listing the incomplete and defective work, to the best of his knowledge at that time. If the Owner/Engineer has inadvertently omitted any items from the list it shall not relieve the Contractor from his obligations shown on the Drawings and specified in the Project Manual. Contractor shall take immediate steps to remedy the stated deficiencies, and send a second written certification to the Owner/Engineer that the Work is complete. 4. When the Owner/Engineer finds that the Work is acceptable under the Contract Documents, he shall request the Contractor to make closeout submittals. 5. Should the Owner/Engineer perform re-inspection due to failure of the work to comply with the claims of status of completion made by the Contractor, the Owner will deduct the amount of any compensation or costs paid for additional inspections or tests from the final payment to the Contractor. B. CONTRACTOR'S CLOSE-OUT SUBMITTALS TO OWNER 1. Evidence of compliance with requirement of governing authorities; 2. Project Record Documents; 3. Operating and Maintenance Data; 4. Warranties and Bonds (required for the Correctional Period and Maintenance Period); 5. Spare Parts and Maintenance Materials; 6. Contractor’s final list of all first tier sub-contractors and materials suppliers; 7. Evidence of Payment, Affidavits and Release of Liens (Form Nos: 00883 and No. 00879); 8. Final Application for Payment, including “Consent of Surety to Final Payment” Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01001-58 and final Change Order, if required. The final Application for Payment shall reflect all adjustments to the Contract Price; 9. Certificate of Substantial Completion; 10. Certificate of Final Inspection; 11. Certificate of Engineer; and 12. Certificate of Final Completion 1.15 SPECIAL PROJECT PROCEDURES – NOT APPLICABLE TABLE 01001-A PERMITS OBTAINED BY OWNER FDEP - Notice of Intent to Use the General Permit for Construction of Water Main Extensions For PWSs – Permit No. 0122422-232-DSGP END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 01025-1 SECTION 01025 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 GENERAL PROVISIONS A. Unit Price Contracts: The quantities of work to be done and materials to be furnished under a unit price contract, as given in the Bid Form, are to be considered as approximate only and are to be used solely for the comparison of Bids received and determining an initial Contract Price. The Owner does not expressly or by implication represent that the actual quantities involved will correspond exactly therewith; nor shall the Contractor plead misunderstanding or deception because of such estimate or quantities or of the character, location or other conditions pertaining to the Work. Payment to the Contractor will be made only for the actual quantities of work performed or material furnished in accordance with the Drawings and other Contract Documents, and it is understood that the quantities may be increased or diminished as provided in the General Conditions without in any way invalidating any of the unit prices bid. B. Lump Sum Contracts: The quantities of work to be done and materials to be furnished, including all labor, equipment and incidentals required to complete the Work, are specified in the Contract Specifications and shown in the Contract Drawings. Payment to the Contractor of the lump sum price bid for the Work will be made and shall fully compensate the Contractor for the construction of the Work, completed and ready for continuous operation and use, in the manner contemplated by the Contract Documents. C. Unit Price and Lump Sum Contracts 1. All schedules are given for the convenience of the Owner/Engineer and the Contractor and are not guaranteed to be complete. The Contractor shall assume all responsibility for the making of estimates of the size, kind, and quantity of materials and equipment included in work to be done under this Contract. 2. Where fittings are noted on the Drawings, such notation is for the Contractor's convenience and does not relieve him from laying and jointing different or additional items where required. 3. All Contracts shall be subject to 5 percent retainage as defined in the General Conditions and the Agreement. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 01025-2 1.02 ALLOWANCES A. The Contractor shall include in the Total Bid Amount all cash allowances stated hereinafter. Items covered by these allowances shall be supplied for such amounts and by such persons as the Owner may direct. B. The amount of the allowance shall be adjusted accordingly by Change Order to recognize the actual cost incurred by the Contractor. The Contractor shall submit appropriate documentation to validate the actual cost of the item. C. Cash allowances for the purposes of bidding shall be in the following amounts and shall be so reflected in the Bid Form for the designated item: 1.03 SCHEDULE OF VALUES A. Scope of Work 1. Submit to the Engineer a Schedule of Values within twenty-one (21) days after the Notice to Proceed. 2. A Schedule of Values shall be submitted for both lump sum and unit price contracts and the sum of the values in the schedule shall equal the Total Bid amount. 3. The Schedule of Values shall establish the actual value of the component parts of the Work and, unless objected to by the Engineer, shall be used as the basis for the Contractor's Applications for Payment. B. Form and Content 1. Type the schedule on the Owner's 8-1/2 x 11-inch standard form. Contractor's standard forms and computer printout will be considered for approval by the Owner upon Contractor's request. 2. The values listed shall be the installed values of the component parts of the Work. Values shall reflect measurement and payment requirements for each individual item. 1.04 APPLICATIONS FOR PAYMENT A. Applications for Payment shall be submitted by the Contractor to the Owner’s resident project representative (RPR) in accordance with the schedule established by the General Conditions and Agreement between the Owner and the Contractor. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 01025-3 B. Format 1. Submit applications typed on forms provided by the Owner. The Contractor shall prepare itemized continuation sheets using the accepted Schedule of Values and attach them to the Application. Each item shall have an assigned dollar value for the current pay period, and a cumulative value for the project to date. Change Orders executed prior to the date of submission shall be listed at the end of the continuation sheets and shall be totaled separately. 2. The following items shall be included with each copy of the application for payment: a. Updated/Revised Progress Schedule b. Stored Material Log c. Updated Sub-contractor/Supplier List d. Consent of Surety e. Contractor's/Sub-contractor's/Supplier's Interim Affidavits f. Release of Liens for all Subcontractors and Material Suppliers for payment period in question. g. Invoices for Stored Materials 3. The Contractor shall certify, for each current pay request, that all previous payments received from the Owner, under his Contract, have been applied by the Contractor to discharge in full all obligations of the Contractor in connection with Work covered by prior applications for payment, and all materials and equipment incorporated into the Work are free and clear of all liens, claims, security interest and encumbrances. Contractor shall attach to each application for payment like affidavits by all Subcontractors and Suppliers. Contractor shall also attach a "Consent of Surety" to each application for payment. Additionally, a "Waiver and Release of Lien Upon Progress Payment" from each subcontractor and supplier shall be attached to each application for payment. Conditional waiver and release of liens contingent upon clearance of checks tendered in payment shall not be accepted by the Owner. The Contractor shall be allowed to withhold percent (%) retainage by release of liens equal to Owner withheld percent (%) retainage as only exception. 4. Submit seven (7) copies of each application to the RPR. Each copy shall include original signatures. The RPR shall review the application and verify quantities of installed work and stored materials. Upon his approval, he shall submit the application to the Owner for review. When the Owner finds the application properly completed and correct, he will make payment to the Contractor. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 01025-4 C. Work not installed in accordance with the requirements of the Contract Documents or materials not conforming to the Contract Documents will not be approved by the RPR, Owner or Engineer for payment. D. The Application for Final Payment shall be prepared in accordance with Article 14.07 of the General Requirements – Final Payment. 1.05 MEASUREMENT AND PAYMENT A. Methods of Payment 1. Unit Price Contracts/Items: Payment will be made for actual quantities of work properly installed as approved by the Owner unless otherwise indicated herein. 2. Lump Sum Contracts/Items: Payment will be made for each individual item on a percentage of completion basis as estimated by the Contractor and approved by the Owner. Quantities provided in the Schedule of Values are for the purpose of estimating the completion status for progress payments. Adjustments to costs provided in the accepted Schedule of Values may be made only by Change Order. B. Methods of Measurement 1. Units of measurement shall be defined in general terms as follows: a. Linear Feet (LF) or Linear Meters (M1) e. Each (EA) b. Square Feet (SF) or Square Meters (M2) f. Sacks (SK) c. Square Yards (SY) or Square Meters (M2) g. Lump Sum (LS) d. Cubic Yards (CY) or Cubic Meters (M3) 2. Unit Price Contracts/Items a. Linear Feet (LF) or Linear Meters (M1) shall be measured along the horizontal length of the centerline of the installed material, unless otherwise specified. Pipe shall be measured along the length of the completed pipeline, regardless of the type of joint required, without deduction for the length of valves or fittings. Pipe included within the limits of lump sum items will not be measured. b. Square Feet (SF), Square Yards (SY) Square Meters (M2), Cubic Yards (CY) Cubic Meters (M3), Each (EA) and Sacks (SK) shall be measured as the amount of the unit of measure installed within the limits specified and shown in the Specifications and Drawings. Slope angles and elevations shall be measured using land surveying Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 01025-5 equipment. Contractor shall provide supporting documentation (i.e. drawings, truck tickets, invoices, etc.) to verify actual installed quantities. c. No measurement is required for Lump Sum (LS) items. 3. Lump Sum Contracts/Items a. The Measurement of Work for lump sum contracts and/or items shall be based on the information provided in the Contract Documents and compiled through the Contractor's own field verifications, investigations and testing prior to Bidding. C. The following describes the specific work and methods of measurement for the items listed in the Bid Schedule. Measurement and payment for each Bid Item shall include all labor, materials and equipment required to perform the work included for that respective item to provide a complete and operable installation. Related work not specifically listed or identified, but evidently necessary for sates factory completion of the item, shall be considered to be included. D. No separate payment will be made for the following work, and its cost shall be included in the appropriate payment item: • Clearing and grubbing (including disposal of excess material) • Trench excavation, including necessary pavement removal and removal of vegetative surfaces • Dewatering and disposal of surplus water • Structural fill, backfill, and grading • Manual excavation or soft digs • Replacement of unpaved roadways, grass and shrubbery plots • Cleanup • Foundation and borrow materials, except as hereinafter specified • Testing and placing system in operation • Any material and equipment required to be installed and utilized for tests • Pipe, structures, pavement replacement, restoration and/or appurtenances included within the limits of lump sum work, unless otherwise shown. • No separate payment will be made for qeotextile fabric or filter fabric. • Maintaining or detouring of the traffic • Appurtenant work as required for a complete and operable system • Surface restoration including removal and replacement of trees (under 4-inch diameter), shrubs, and sod disturbed by construction activities. • Relocation and/or replacement of irrigation systems disturbed by construction • Relocation and/or replacement of mail boxes disturbed by construction Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 01025-6 • Furnishing adequate sanitary facilities for workers • Adjustment of valve boxes • Erosion control mechanisms • Verification of existing survey • Maintaining Driveway Access for Residences Cleanup: CONTRACTOR's attention is called to the fact that cleanup is considered a part of the work of construction. No payment will be made until cleanup is essentially complete. At the end of each week of construction, the CONTRACTOR shall perform cleaning of the work site, to the satisfaction of the Owner, before proceeding to the next week’s scheduled work. Work Outside Authorized Limits: No payment will be made for work constructed outside the authorized limits of work. E. BID ITEMS Please refer to Section 03020 (Specific Description of Method of Payments) paragraphs explain each of the bid items listed on the Bid Form. The paragraphs explain what is included in each item and how it will be paid. END OF SECTION Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 01027-1 SECTION 01027 APPLICATION FOR PAYMENT PART 1 - GENERAL 1.01 DESCRIPTION A. Scope of Work: Contractor, utilizing the City’s completed and provided “Summary of Values to Date” and “Application for Payment” forms, shall request payment by submitting a completed “Contractor's Certification of Payment” form with copies attached of the summary of values and application of payment forms to the Engineer, in accordance with schedule established by Conditions of the Contract and Agreement between Owner and Contractor. Contractor shall use the “Contractor’s Certificate for Payment” Form 00861 in Appendix A – Contract Forms. B. Related Requirements Described Elsewhere: 1. Contract for Construction: Section 00500. 2. Progress Payments, Retainages, and Final Payment: Section 00710: Standard General Conditions of the Construction Contractor 3. General Requirements: Section 01001. 4. Project Record Drawings: Section 01720. 1.02 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT FORMAT REQUIRED A. Contractor, on a daily basis, shall review with Owner pay item quantities that shall be recorded in the “Technician’s Daily Report (TDR)”. An executed copy of the TDR shall be provided to the Contractor. Any revision to the TDR shall be noted by both the Owner and Contractor and a new TDR issued. B. Based on the summation to date of all the pay items, the City shall maintain a pay items summary that upon request by the Contactor, can be used to produce the “Summary of Values to Date” for partial and final payments. C. City shall maintain and provide upon request an “Application for Payment” form which shall include all approved Change Orders, retainage and stored material allowances. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 01027-2 D. Contractor shall complete and submit “Contractor’s Certificate of Payment” with applicable to date City summary of values to date and application for payment forms. 1.03 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Fill in certification form as specified for progress payments. Provide information as required by the General Conditions. B. Furnish evidence of completed operations and insurance in accordance with the General Conditions. C. Provide Contractor's Final Release of Lien (Section 00863) and other close-out submittals as required. 1.04 SUBMITTAL PROCEDURE A. Submit Applications for Payment to the Engineer between the first (1st) and the fifteenth (15th) day after the end of each calendar month for which payment is requested as stipulated in the Agreement. Review the percents complete with the Engineer and resolve any conflicts or discrepancies. B. Number of copies for each Application for Payment: Three (3) copies plus additional copies for Contractor's needs. C. When the Engineer finds the request of payment forms and supporting documents properly completed and correct, he will execute the Certificate for Payment and transmit the forms to the Owner, with a copy to the Contractor. END OF SECTION Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 01040 - 1 SECTION 01040 COORDINATION 1.01 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY This Section included administrative and supervisory requirements necessary for coordinating construction operations including, but not necessarily limited to, the following: a. General project coordination procedures b. Conservation c. Coordination Drawings d. Administrative and supervisory personnel e. Cleaning and protection 1.03 RELATED SECTIONS The following Sections contain requirements that relate to this Section: a. Division 1 Section “General Requirements” for progress meetings, coordination meetings and pre-construction conferences b. Division 1 Section “Shop Drawings, Working Drawings and Samples” 1.04 JOB COORDINATION a. Contractor shall study interrelationships of details of work described in all sections of specifications and drawings and shall plan operations well in advance of time when respective operations are to be performed and shall notify, collaborate, and cooperate with all subcontractors for work; and generally, to cause work to articulate and fit as intended without unnecessary cutting, patching and without leaving unsightly details. b. Contractor shall furnish materials, labor, equipment, tools and supervision and shall do everything necessary to complete Project as shown on Drawings and as described in Specifications. c. Contractor shall provide for transportation, loading, unloading, storing, installation, testing, and making operable parts of Project shall be requirement of this Contract. d. If the Base Bid is accepted, Contractor shall cooperate and coordinate with the Owner’s Own Forces who will be performing work as part of the construction team. Contractor shall allow at least 48 hours for the Owner’s forces to enter the jobsite each time work is required to be performed by the Owner’s forces. Owner shall have right to pull forces in the event of an emergency service call. e. Contractor shall notify Owner/Engineer promptly if and when errors or discrepancies are found in drawings or specifications. f. Any Superintendent for General Construction shall not be changed except with written consent of Owner/Engineer. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 01040 - 2 g. Contractor shall make provisions to accommodate items scheduled for later installation. 1.05 PRE-ORDERED PRODUCTS To expedite delivery and for other purposes in Owner's best interests, Owner, before date of Contract, negotiated purchase orders or made other commitments with suppliers of material and equipment to be incorporated into work by Contractor. These purchase orders and commitments are assigned to Contractor and costs are included in Contract Sum. Contractor's responsibilities are same as if Contractor had negotiated purchase orders, including responsibility to renegotiate purchase if necessary and to execute final purchase order agreements. 1.06 WORK SUBSEQUENT TO THIS CONTRACT (NOT USED) 1.07 MISCELLANOUS PROVISIONS (NOT USED) END OF SECTION Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01340-1 SECTION 01340 SHOP DRAWINGS, WORKING DRAWINGS, AND SAMPLES PART 1 - GENERAL 1.01 DESCRIPTION A. Scope of Work: 1. The Contractor shall submit to the Engineer for review and approval, such Shop Drawings, Test Reports, and Product Data on materials and equipment (hereinafter in this Section called Data), and material samples (hereinafter in this Section called Samples) as are required for the proper control of work, including but not limited to those Shop Drawings, Data, and Samples for materials and equipment specified elsewhere in the Specifications and in the Drawings. 2. Within 14 calendar days after the Notice to Proceed, the Contractor shall submit to the Engineer a complete list of preliminary data on items for which Shop Drawings are to be submitted. Included in this list shall be the names of all proposed manufacturers furnishing specified items. Review of this list by the Engineer shall in no way expressed or implied relieve the Contractor from submitting complete Shop Drawings and providing materials, equipment, etc., fully in accordance with the Contract Documents. This procedure is required in order to expedite final review of Shop Drawings. 3. The Contractor is to maintain an accurate updated submittal log and will bring this log to each scheduled progress meeting with the Owner and the Engineer. This log should include the following items: a. Submittal description and number assigned. b. Date to Engineer. c. Date returned to Contractor (from Engineer). d. Status of submittal (Approved, Approved as Noted, Amend and Resubmit, and Rejected). e. Date of resubmittal and return (as applicable). f. Date material release (for fabrication). Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01340-2 g. Projected date of fabrication. h. Projected date of delivery to site. i. Status of O&M manuals submittal. j. Specification Section. k. Drawings sheet number. B. Related Requirements Described Elsewhere: 1. Standard General Conditions of the Construction Contract: Section 00710. 2. Shop Drawing Submittal Form: Section 00864. 1.02 CONTRACTOR'S RESPONSIBILITY A. It is the responsibility of the Contractor to check all drawings, data and samples prepared before submitting them to the Engineer for review. Each and every copy of the Drawings and data shall bear the Contractor's stamp showing that they have been so checked. Shop drawings submitted to the Engineer without the Contractor's stamp will be returned to the Contractor for conformance with this requirement. Shop drawings shall indicate any deviations in the submittal from requirements of the Contract Documents. If the Contractor takes exception to the specifications, the Contractor shall note the exception in the letter of transmittal to the Engineer. B. Determine and verify: 1. Field measurements. 2. Field construction criteria 3. Catalog numbers and similar data. 4. Conformance with Specifications. C. The Contractor shall furnish the Engineer a schedule of Shop Drawing submittals fixing the respective dates for the submission of shop and working drawings, the beginning and ending of manufacture, testing, and installation of materials, Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01340-3 supplies, and equipment. This schedule shall indicate those that are critical to the progress schedule. D. The Contractor shall not begin any of the work covered by a Shop Drawing, Data, or a Sample returned for correction until a revision or correction thereof has been reviewed and returned to him, by the Engineer, with approval. E. The Contractor shall submit to the Engineer all drawings and schedules sufficiently in advance of construction requirements to provide no less than 30 calendar days for checking and appropriate action from the time the Engineer receives them. F. All submittals shall be accompanied with a transmittal letter prepared in duplicate containing the following information: 1. Date. 2. Project Title and Number. 3. Contractor's name and address. 4. The number of each Shop Drawings, Project Data, and Sample submitted. 5. Notification of Deviations from Contract Documents. a. The Contractor shall indicate in bold type at the top of the cover sheet of submittal of shop drawing if there is a deviation from the Drawings, Specifications, or referenced specifications or codes. b. The Contractor shall also list any deviations from the Drawings, Specifications, or referenced specifications or codes and identify in green ink prominently on the applicable Shop Drawings. 6. Submittal Log Number conforming to Specification Section Number. G. The Contractor shall submit seven (7) copies of descriptive or product data information and Shop Drawings to the Engineer plus the number of copies which the Contractor requires returned. All blueprint Shop Drawings shall be submitted with one (l) set of mylar reproducibles and the same number of prints as Shop Drawings, plus the number of copies which the Contractor requires returned. The Engineer will review the blueprints and return to the Contractor the set of marked- up mylar reproducibles with appropriate review comments. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01340-4 H. The Contractor shall be responsible for and bear all costs of damages which may result from the ordering of any material or from proceeding with any part of Work prior to the completion of the review by the Engineer of the necessary Shop Drawings. I. The Contractor shall be fully responsible for observing the need for and making any changes in the arrangement of piping, connections, wiring, manner of installation, etc., which may be required by the materials/equipment he proposes to supply both as pertains to his own work and any work affected under other parts, headings, or divisions of the Drawings and Specifications. J. The Contractor shall not use Shop Drawings as a means of proposing alternate items to demonstrate compliance with the Drawings and Specifications. K. Each submittal will bear a stamp indicating that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review and approval of that submittal as illustrated below. (OWNER'S NAME) (PROJECT NAME) (PROJECT NUMBER) SHOP DRAWING NO.: SPECIFICATION SECTION: DRAWING NO._______ WITH RESPECT TO THIS SHOP DRAWING OR SAMPLE, I HAVE DETERMINED AND VERIFIED ALL QUANTITIES, DIMENSIONS, SPECIFIED PERFORMANCE CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERS, AND SIMILAR DATA WITH RESPECT THERETO AND REVIEWED OR COORDINATED THIS SHOP DRAWING OR SAMPLE WITH OTHER SHOP DRAWINGS AND SAMPLES AND WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. NO VARIATION FROM CONTRACT DOCUMENTS VARIATION FROM CONTRACT DOCUMENTS AS SHOWN (CONTRACTOR'S NAME) (CONTRACTOR'S ADDRESS) BY: ___________________________________________________DATE: ____________ AUTHORIZED SIGNATURE L. Drawings and schedules shall be checked and coordinated with the work of all trades and sub-contractors involved, before they are submitted for review by the Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01340-5 Engineer and shall bear the Contractor's stamp of approval as evidence of such checking and coordination. Drawings or schedules submitted without this stamp of approval shall be returned to the Contractor for resubmission. 1.03 ENGINEER'S REVIEW OF SHOP DRAWINGS A. The Engineer's review of Shop Drawings, Data, and Samples as submitted by the Contractor will be to determine if the items(s) generally conforms to the information in the Contract Documents and is compatible with the design concept. The Engineer's review and exceptions, if any, will not constitute an approval of dimensions, connections, quantities, and details of the material, equipment, device, or item shown. B. The review of drawings and schedules will be general, and shall not be construed: 1. As permitting any departure from the Contract Documents. 2. As relieving the Contractor of responsibility for any errors, including details, dimensions, and materials. 3. As approving departures from details furnished by the Engineer, except as otherwise provided herein. C. If the drawings or schedules as submitted describe variations and show a departure from the Contract Documents which the Engineer finds to be in the interest of the Owner and to be so minor as not to involve a change in Contract Price or contract time, the Engineer may return the reviewed drawings without noting an exception. D. "Approved as Noted" - Contractor shall incorporate Engineer's comments into the submittal before release to manufacturer. The Contractor shall send a letter to the Engineer acknowledging the comments and their incorporation into the Shop Drawing. E. "Amend and Resubmit" - Contractor shall resubmit the Shop Drawing to the Engineer. The resubmittal shall incorporate the Engineer's comments highlighted on the Shop Drawing. F. "Rejected" - Contractor shall correct, revise and resubmit Shop Drawing for review by Engineer. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01340-6 G. Resubmittals will be handled in the same manner as first submittals. On resubmittals the Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, to revisions other than the corrections requested by the Engineer on previous submissions. The Contractor shall make any corrections required by the Engineer. H. If the Contractor considers any correction indicated on the drawings to constitute a change to the Drawings or Specifications, the Contractor shall give written notice thereof to the Engineer. I. When the Shop Drawings have been completed to the satisfaction of the Engineer, the Contractor shall carry out the construction in accordance therewith and shall make no further changes therein except upon written instructions from the Engineer. J. No partial submittals will be reviewed. Submittals not deemed complete will be stamped "Rejected" and returned to the Contractor for resubmittal. Unless otherwise specifically permitted by the Engineer, make all submittals in groups containing all associated items for: 1. Systems. 2. Processes. 3. As indicated in specific Specifications Sections. All drawings, schematics, manufacturer's product Data, certifications, and other Shop Drawing submittals required by a system specification shall be submitted at one time as a package to facilitate interface review. K. Only the Engineer shall utilize the color "red" in marking Shop Drawing submittals. L. Shop drawing and submittal data shall be reviewed by the Engineer for each original submittal and first resubmittal; thereafter review time for subsequent resubmittals shall be charged to the Contractor and the Contractor shall reimburse the Owner for services rendered by the Engineer. 1.04 SHOP DRAWINGS A. When used in the Contract Documents, the term "Shop Drawing" shall be considered to mean Contractor's plans for materials and equipment which become an integral part of the Project. Shop Drawings shall be complete and detailed and Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01340-7 shall consist of fabrication, erection, setting and schedule drawings, manufacturer's scale drawings, and wiring and control diagrams. Catalogs cuts, catalogs, pamphlets, descriptive literature, and performance and test data shall be considered only as supportive information to required Shop Drawings as defined above. As used herein, the term "manufactured" applies to standard units usually mass-produced; and "fabricated" means items specifically assembled or made out of selected materials to meet individual design requirements. B. Manufacturer's catalog sheets, brochures, diagrams, illustrations, and other standard descriptive data shall be clearly marked to identify pertinent materials, products, or models. Delete information which is not applicable to the Work by striking or cross-hatching. C. Each Shop Drawing shall be submitted with an 8 1/2 inch by 11-inch cover sheet which shall include a title block for the submittal. Each Shop Drawing cover sheet shall have a blank area 3 1/2 inches high by 4 1/2 inches wide, located adjacent to the title block. The title block/cover sheet shall display the following: 1. Project Title and Number. 2. Name of project building or structure. 3. Number and title of the Shop Drawing. 4. Date of Shop Drawing or revision. 5. Name of Contractor and subcontractor submitting drawing. 6. Supplier/manufacturer. 7. Separate detailer when pertinent. 8. Specification title and Section number. 9. Applicable Drawing number. D. Data on materials and equipment shall include, without limitation, materials and equipment lists, catalog data sheets, catalog cuts, performance curves, diagrams, verification of conformance with applicable standards or codes, materials of construction, and similar descriptive material. Materials and equipment lists shall give, for each item thereon, the name and location of the supplier or manufacturer, trade name, catalog reference, size, finish, and all other pertinent Data. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01340-8 E. For all mechanical and electrical equipment furnished, the Contractor shall provide a list including the equipment name, and address, and telephone number of the manufacturer's representative and service company so that service and/or spare parts can be readily obtained. F. If drawings show variations from Contract requirements because of standard shop practice or for other reasons, the Contractor shall describe such variations in his letter of transmittal. If acceptable, proper adjustment in the Contract shall be implemented where appropriate. If the Contractor fails to describe such variations, he shall not be relieved of the responsibility for executing the Work in accordance with the Contract, even though such drawings have been reviewed. G. All manufacturers or equipment suppliers who propose to furnish equipment or products shall submit an installation list to the Engineer along with the required shop drawings. The installation list shall include at least five (5) installations where identical equipment has been installed and has been in operation for a period of at least 2 years unless specified otherwise in the Specification Section applicable. 1.05 WORKING DRAWINGS A. When used in the Contract Documents, the term "Working Drawings" shall be considered to mean the Contractor's plan for temporary structures such as temporary bulkheads, support of open cut excavation, support of utilities, ground water control systems, forming and falsework for underpinning, and for such other work as may be required for construction but does not become an integral part of the Project. B. Copies of working drawings as noted in paragraph 1.05 A. above, shall be submitted to the Engineer where required by the Contract Documents or requested by the Engineer, and shall be submitted at least 30 calendar days (unless otherwise specified by the Engineer) in advance of their being required for the Work. C. Working Drawings shall be signed by a registered Professional Engineer, currently licensed to practice in the State of Florida, and shall convey, or be accompanied by, calculation or other sufficient information to completely explain the structure, machine, or system described and its intended manner of use. Prior to commencing such work, working drawings must have been reviewed without specific exceptions by the Engineer, which review will be for general conformance and will not relieve the Contractor in any way from his responsibility with regard to the fulfillment of the terms of the Contract. All risks to new or existing work are assumed by the Contractor; the Owner and Engineer shall have no responsibility therefor. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01340-9 1.06 SAMPLES A. The Contractor shall furnish, for the approval of the Engineer, samples required by the Contract Documents or requested by the Engineer. Samples shall be delivered to the Engineer as specified or directed. The Contractor shall prepay all shipping charges on samples. Materials or equipment for which samples are required shall not be used in the Work until approved by the Engineer. B. Samples shall be of sufficient size and quantity to clearly illustrate: 1. Functional characteristics of the product, with integrally related parts and attachment devices. 2. Full range of color, texture, and pattern. 3. A minimum of three (3) samples of each item shall be submitted. C. Each sample shall have a label indicating: 1. Name of Project. 2. Name of Contractor and subcontractor. 3. Material or equipment represented. 4. Place of origin. 5. Name of producer/supplier and brand (if any). 6. Location in Project. 7. Submittal and specification numbers. (Samples of finished materials shall have additional marking that will identify them under the finished schedules.) D. The Contractor shall prepare a transmittal letter and a description sheet for each shipment of samples. The description sheet shall contain the information required in Paragraphs 1.06B and C above. He shall enclose a copy of the letter and description sheet with the shipment and send a copy of the letter and description sheet to the Engineer. Approval of a sample shall be only for the characteristics or use named in such approval and shall not be construed to change or modify any Contract requirements. E. Approved samples not destroyed in testing shall be sent to the Engineer or stored at the site of the Work. Approved Samples of the hardware in good condition will Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01340-10 be marked for identification and may be used in the Work. Materials and equipment incorporated in the Work shall match the approved Samples. Samples which failed testing or were not approved will be returned to the Contractor at his expense, if so requested at time of submission. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01500 - 1 SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 - GENERAL 1.01 GENERAL A. Temporary work, facilities, and services and temporary services needed from permanent facilities required for Project Work, from start of work to Substantial Completion of Project, including facilities and services needed for testing of installations and equipment, shall be arranged for, furnished and paid for by Contractor, and as defined herein. B. Temporary work, services, electric power, heat, water, and telephone required by Building, or Owner's other Contractors after completion of Project Work under Contract, will be paid for by Owner. 1.02 IMPLEMENTATION AND TERMINATION SCHEDULE Within 15 days of the date established for commencement of the Work, submit a schedule indicating implementation and termination of each temporary utility. 1.03 QUALITY ASSURANCE A. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction including, but not limited to, the following: 1. Building code requirements. 2. Health and safety regulations. 3. Utility company regulations. 4. Police, fire department and rescue squad rules. 5. Environmental protection regulations. 6. Stormwater Management Regulation B. Standards: Comply with NFPA 241 “Standard for Safeguarding Construction, Alterations and Demolition Operations,” ANSI A10 Series standards for “Safety Requirements for Construction and Demolition,” and NECA Electrical Design Library “Temporary Electrical Facilities.” Electrical services must comply with NEMA, NECA, Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01500 - 2 and UL standards and regulations for temporary electric service. Install service in compliance with NFPA 70 “National Electric Code.” C. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. 1.04 DELIVERY, STORAGE AND HANDLING Each Contractor and Subcontractor shall provide adequate storage facilities for protection of materials and equipment they furnish. Materials and equipment shall be stored so as to ensure preservation of their quality and fitness for Work. Perishable items and items affected by weather, rain, wind, dust, heat or cold shall be stored in temporary waterproof sheds or trailers with raised floors, and heated if necessary. Other materials and equipment shall be stored on wooden platforms and not on ground. 1.05 PROJECT CONDITIONS A. Temporary Utilities: Prepare a schedule indicating dates for implementation and termination of each temporary utility. At the earliest feasible time, when acceptable to the Owner, change over from use of temporary service to use of permanent service. B. Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Relocate temporary services and facilities as the Work progresses. Do not overload facilities or permit them to interfere with progress. Take necessary fire-prevention measures. Do no allow hazardous, dangerous, or unsanitary conditions, or public nuisances to develop or persist on-site. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.01 TEMPORARY UTILITY INSTALLATION A. General: Engage the appropriate local utility company to install temporary service or connect to existing service. Where company provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with company recommendations 1. Arrange with company and existing users for a time when service can be interrupted, if necessary, to make connections for temporary services. 2. Provide adequate capacity at each stage of construction. Prior to temporary utility availability provide trucked-in services. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01500 - 3 3. Obtain easements to bring temporary utilities to the site where the Owner’s easements cannot be used for that purpose. B. Use Charges: Cost or use charges for temporary facilities are not chargeable to the Owner or Engineer. Neither the Owner nor Engineer will accept cost or use charges as a basis of claims for Change Orders. 3.02 TOILET FACILITIES A. Contractor for General Construction shall provide and maintain suitable temporary toilet facilities for workers during construction. Toilet facilities shall conform to local ordinance having jurisdiction. B. After sanitary sewage system is operative, Contractor for General Construction may install temporary fixtures with connections to water and drains systems. Contractor shall remove same prior to installation of permanent fixtures. C. If approved by Owner, workers may use permanent plumbing fixtures after installation. Contractor for General Construction shall maintain and clean fixtures without cost to Owner. D. If permanent toilet rooms are used for temporary facilities, Contractor for General Construction shall keep them in clean and sanitary condition. If fixtures or finishes are damaged, Contractor for General Construction shall refinish or replace damaged Work to like new condition. E. Contractor shall provide and maintain self-contained, single component toilet units of the chemical, aerated recirculation, or combustion type. Provide units properly vented and fully enclosed with a glass fiber reinforced polyester shell or similar nonabsorbent material. 3.03 WATER A. Contractor for General Construction shall install, move and remove temporary water service as required for construction operations. As minimum provide 1/2-inch line to one hose bibb near each building. Protect lines from construction operations. B. Additional temporary hose bibbs shall be provided as needed. C. Hoses shall be provided by trade requiring water. D. Contractor for General Construction shall pay for water consumed on Project. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01500 - 4 3.04 TEMPORARY HEAT AND ENCLOSURES A. All temporary ventilation, dehumidification and/or heat shall be provided and paid for by Contractor for General Construction. Temporary conditioning shall be provided as follows: 1. After building is enclosed, in cold weather maintain temperature of not less than 50°F. during working hours and temperature of at least 40°F at other times. Provide mechanical ventilation in areas wet or damp, as required to dry areas to continue work on schedule. 2. During placing, setting and curing of concrete; not less than 40°F. 3. During laying of masonry; not less than 40°F. 4. For one week prior to start of millwork, resilient flooring, painting and interior finishing until final acceptance of work by Owner; not less than 50°F in areas of work. 5. Provide temporary enclosures to ensure that any materials or equipment will be adequately protected from the effects of heat, cold, humidity, noise, dust or wind, and be securely enclosed to protect against burglary, vandalism or similar hazards. B. Heating and fuel consuming permanent equipment shall be tested and adjusted by Contractor installing same. If permanent fuel service is required to accomplish this, Contractor responsible for installation of fuel service shall arrange for and pay for standby personnel and hook-up of permanent fuel service at time required for testing. Payment for required fuel and for any other fuel used from permanent service to Substantial Completion of Project shall be by Contractor for General Construction. If there should be any question as to if or when permanent service is required, ruling of Owner's Representative shall govern. 3.06 ELECTRIC A. Contractor for General Construction shall arrange with local Electric Utility Company to provide adequate electric service for temporary power and light as will be required. B. Contractor for General Construction shall provide, install, and maintain temporary light and power systems from Electric Utility service to provide following: 1. 120- and 240-volt single phase outlets so that any area of Work may be reached with 50-foot extension cords. Outlets shall be provided as work progresses. 2. Lighting for general illumination shall conform to OSHA. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01500 - 5 3. Lighting for execution of work and for finish work shall be of light intensity required to properly perform Work. In general, minimum light levels shall be 15 fc for rough work and 50 fc for finish work. 4. Circuits properly protected. 5. Temporary wiring that conforms to OSHA. 6. Removal of temporary wiring when no longer required. 7. Temporary power poles necessary to provide temporary electrical service. C. Contractors and Subcontractors shall provide their own temporary electric service, including wiring and lights in field office and sheds, and for any three-phase service or single-phase service exceeding 3 H.P. D. Each Contractor and Subcontractor shall furnish their own extension cords. E. Permanent lighting system may be used under control of Contractor for General Construction. Unless specifically exempted, lamps used during construction shall be replaced with new lamps by Contractor for General Construction just before Project is accepted. F. Permanent equipment requiring electricity shall be tested and adjusted by Contractor installing same. If permanent electric service is required to test or adjust any equipment, Electric Contractor shall arrange with Utility Company and pay for permanent electric service. G. Payment for electric service, electricity used, and electricity consumed after permanent service, and until Project is Substantially Completed shall be by Contractor for General Construction. If there should be any question as to if or when permanent service is required, ruling of Owner's Representative shall be final. 3.07 ACCESS TO CONSTRUCTION OPERATIONS A. Contractor’s shall note well that the existing road along the east side of the construction site is the primary access to the Utilities Plan. This road MUST remain open at ALL times. Any temporary rerouting must be approved by the Owner’s Representative two weeks prior to the rerouting. B. Existing access roadway may be used under responsibility of Contractor, only if such roadways are adequate for weight of construction equipment. Any damage to roadway shall be repaired by Contractor for General Construction. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01500 - 6 3.08 SUPPORT FACILITIES INSTALLATION A. Locate storage sheds and other temporary construction and support facilities for easy access. B. Provide noncombustible construction for office, shops, and sheds located within 30 feet (9 m) of building lines. Comply with requirements of NFPA 241. C. Field Office: Not required however, Contractor must have bottled, urn or other potable drinking water onsite available to all construction workers during normal working hours. D. Storage and Fabrication Sheds: Install storage and fabrication sheds sized, furnished and equipped to accommodate materials and equipment involved, including any required temporary utility service. Sheds may be open shelters or fully enclosed portable building or trailer. E. Temporary paving: Maintain roads and paving to support the construction loading adequately and to withstand exposure to traffic during the construction period. Review proposed modifications to permanent paving with the Owner’s Representative. F. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. G. Close openings through roof decks and horizontal surfaces construction. H. Temporary Lifts and Hoists: Provide facilities for hoisting materials and employees. Truck cranes and similar devices used for hoisting materials are considered “tools and equipment” and not temporary facilities. 3.09 DEWATERING (where/if required) A. Contractor for General Construction shall hold an active “Permit for Short-Term Construction Dewatering” issued by St. Johns River Water Management District. (SJRWMD Chapter 40C-22.030) All dewatering activity is governed by above chapter to include: (extracted from 40C-22.030) (1) The Governing Board hereby grants a general permit to withdraw ground or surface water anywhere within the District for short term construction dewatering activities (excluding borrow operations), after notice is provided on form no. 40C-22- 0590-1 to the District as described in this chapter, and subject to the limiting conditions of subsection 40C-22.030(3), F.A.C. (2) This general permit shall have a duration of three years from the date notice is Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01500 - 7 submitted to the District. (3) This noticed general permit for short-term construction dewatering shall be subject to the following limiting conditions: (a) This permit shall expire three years from the date the notice is submitted on form40C-22-0590-1. (b) Maximum daily withdrawals for any dewatering activity shall not exceed four million gallons per day (MGD), except during the first 120 hours of dewatering when the daily and instantaneous pumpage rates shall not exceed six MGD. Average daily withdrawal shall not exceed two MGD for the first 60 days of the dewatering activity and shall not exceed one MGD over a 180-day duration. (c) Each specific dewatering project shall not exceed 180 days. (d) Withdrawals for dewatering shall be by one of the following: 1. A conventional wellpoint system consisting of one or more stages of wellpoints installed near the excavation in lines or rings. These wellpoints shall be installed in variable spacings, and connected to a common header pumped by one or more pumps. 2. Vacuum underdrain consisting of a typical pipeline dewatering with the underdrain or "sock" placed horizontally below the design invert elevation of the pipeline via a large trenching machine. The underdrain shall be connected to a pump with the water conveyed through the underdrain and discharged from the pump. 3. Shallow vacuum well(s) consisting of one or more stages installed near an excavation in lines or rings. The vacuum well(s) shall be constructed of six inch or smaller pipe with a slotted screen area near the bottom of the well, and connected to a common header pumped by one or more pumps. 4. Hydraulic pumps to dewater stormwater management ponds and basins, as part of their construction or maintenance, through the discharge control structures for up to 30 days duration. The stormwater management pond or basin and associated discharge control structure must be permitted by the District and be in operational phase at the time the dewatering is to occur. B. Contractor for General Construction shall maintain construction site, in dewatered condition. This shall be accomplished by using ditches, sumps, pumps and any other means necessary to maintain excavations, pits and site, in dry condition. Other Contractors and Subcontractors shall dewater trenches, pits and excavations made by them for their own work; and properly dispose of their water so as not to interfere with other Contractors' or Subcontractors' Work. C. Should Contractor, in dewatering operations, notice excessive infiltration of ground water into pumped out area, Contractor shall notify Owner's Representative before continuing dewatering, otherwise Contractor shall be responsible for excessive dewatering and resulting damage to stability of foundations. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01500 - 8 D. All water shall be removed prior to placement of concrete or laying of pipe, conduit, equipment, or any materials. 3.10 FIRE SUPPRESSION Fire suppression shall conform to OSHA, NFPA, OBBC for temporary suppression. 3.11 PROJECT SIGN A. Contractor for General Construction shall provide one painted sign minimum 8' x 4', 3/4" thick exterior grade plywood, with name of Project and names of Owner and Officials (found on front cover of this book), Engineer and Consultants, and Contractor for General Construction, and any other names or Contractors requested by Owner's Representative. Contractor shall have no other signs visible on this site without specific permission of the Owner. B. Provide shop drawing showing layout of sign to Owner's Representative. Colors shall be as selected. C. Sign shall be erected with 4" x 4" treated wood posts set firmly in ground where indicated by Owner's Representative. D. Sign shall be maintained until completion of Project. 3.12 SITE ENCLOSURE FENCE Security fence may be provided at contractor’s discretion provided that the access road is not blocked. 3.13 COLLECTION AND DISPOSAL OF WASTE Collect waste from construction area, access road and nearby community parking areas daily. Comply with requirements of NFPA 241 for removal of combustible waste material and debris. Enforce requirements strictly. Do not hold materials more than three days when temperature is expected to rise above 80°F. Handle hazardous, dangerous or unsanitary waste materials separately form other waste by containerizing properly. Dispose of material in lawful manner. 3.14 BUILDING SECURITY ENCLOSURE AND LOCKUP A. At earliest possible date, secure building against unauthorized entrance at times when personnel are not working. Provide substantial secure temporary enclosures at ground floor and other locations of possible entry, with locked entrances. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01500 - 9 B. Where materials and equipment must be stored, and are of value or attractive for theft, provide a secure lockup behind the Utilities Compound fence. Please note that Owner assumes no responsibility for storage of onsite materials, secured or unsecured. Enforce discipline in connection with the installation and release of material to minimize the opportunity for theft and vandalism. C. Barricades, Warning Signs and Lights: Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed, provide lighting, including flashing red or amber lights. 3.15 ELEVATOR - NOT APPLICABLE 3.16 VENTILATION Provide temporary fans or similar equipment as required to purge enclosed areas of solvents, excess water vapor, carbon dioxide and similar substances that would otherwise damage finishes or become an irritant to human occupancy. 3.17 OPERATION, TERMINATION AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse. B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and similar elements. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. 2. Protection: Prevent water-filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations. C. Termination and Removal: Unless the Owner’s Representative requests that it be maintain longer, remove each temporary facility when the need has ended, when replaced by authorized use of a permanent facility, or no later than Substantial completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. Repair damaged work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are the Contractor’s property. The Owner reserves the right to take possession of project identification signs. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01500 - 10 2. Remove temporary paving not intended for or acceptable for integration into permanent paving. Where the area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil in the area. Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or laws. Repair or replace street paving, curbs, and sidewalks at the entrances, as required by the governing authority. 3. At Substantial Completion, clean and renovate permanent facilities used during the construction period including, but not limited to, the following: a. Replace air filters and clean inside of ductwork and housings. b. Replace significantly worn parts and parts subject to unusual operating conditions. c. Replace lamps burned out or noticeably dimmed by hours of use. END OF SECTION Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01505-1 SECTION 01505 MOBILIZATION PART I - GENERAL 1.01 DEFINITION AND SCOPE Mobilization shall include the costs of obtaining all permits, insurance and bonds, moving onto the site of all plant and equipment; furnishing and erecting plants, temporary buildings, and other construction facilities; all as required for the proper performance and completion of the Work. Mobilization shall include, but not be limited to, the following principal items. A. Move onto the site all Contractor's plant and equipment required for first month operations. B. Install temporary construction power, wiring, and lighting facilities. C. Establish fire protection plan and safety program. D. Secure construction water supply. E. Provide field office trailers for Contractor and as may be specified for Owner and Engineer. F. Provide on-site sanitary facilities and potable water facilities as specified. G. Arrange for and erect Contractor's work and storage yard and employee's parking facilities. H. Submit all required insurance certificates and bonds. I. Obtain all required permits. J. Post all OSHA, EPA, Department of Labor, and all other required notices. K. Have Contractor's superintendent at the job site full time. L. Submit a detailed construction CPM schedule acceptable to the Engineer as specified. M. Submit a schedule of values of the Work. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01505-2 N. Submit a schedule of submittals. 1.02 DEMOBILIZATION Demobilization is the timely and proper removal of all contractor owned material, equipment or plant, from the job site and the proper restoration or completion of work necessary to bring the site into full compliance with the contract documents. 1.03 PAYMENT FOR MOBILIZATION/DEMOBILIZATION The Contractor's attention is directed to the condition that payment for mobilization or any part thereof, shall not exceed five percent (5%) of the total contract price. END OF SECTION Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01720-1 SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.01 DESCRIPTION A. Scope of Work: Maintain at the site for the Owner one (l) record copy of: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications of the Contract. 5. Engineer's Field Orders or written instructions. 6. Approved Shop Drawings, Working Drawings and Samples. 7. Field Test records. 8. Construction photographs. B. Related Requirements Described Elsewhere: 1. Shop Drawings, Working Drawings and Samples: Section 01340. 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Store documents and samples in Contractor's field office apart from documents used for construction. 1. Provide files and racks for storage of documents. 2. Provide locked cabinet or secure storage space for storage of samples. B. File documents and samples in accordance with CSI format with section numbers as provided herein. C. Maintain documents in a clean, dry, legible, condition and in good order. Do not use record documents for construction purposes. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01720-2 D. Make documents and samples available at all times for inspection by the Engineer or the Owner. E. As a prerequisite for monthly Progress payments, the Contractor is to exhibit the currently updated "Record Documents" for review by the Engineer and Owner. Payment may be withheld if record documents are not satisfactorily maintained. 1.03 MARKING DEVICES A. Provide felt tip marking pens for recording information in the color code designated by the Engineer. 1.04 RECORDING A. Label each document "PROJECT RECORD" with a rubber stamp having one (1) inch high letters. B. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. C. Drawings: Legibly and clearly mark, to scale, each drawing to record actual construction: 1. Depths of various elements of foundation in relation to finish first floor datum. 2. All underground piping with elevations and dimensions. Changes to piping location. Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. Actual installed pipe material, class, etc. 3. Location of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure. 4. Field changes of dimension and detail. 5. Changes made by Field Order or by Change Order. 6. Details not on original Contract Drawings. 7. Equipment and piping relocations. Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project ITB #24-005 01720-3 8. Major architectural and structural changes including relocation of doors, windows, etc. 9. Architectural schedule changes according to Contractor's records and shop drawings. D. Specifications and Addenda: Legibly mark each section to record: 1. Manufacturer, trade name, catalog number of Supplier of each product and item of equipment actually installed. 2. Changes made by Field Order or by Change Order. E. Shop Drawings (after final review and approval): Provide six (6) sets of record shop drawings within the Operation and Maintenance Manual, for each process equipment, piping, electrical system and instrumentation. 1.05 SUBMITTAL A. At Contract closeout, deliver Record Documents to the Engineer for the Owner. B. Accompany submittal with transmittal letter in duplicate, containing: 1. Date. 2. Project title and number. 3. Contractor's name and address. 4. Title and number of each Record Document. 5. Signature of Contractor or his authorized representative. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION SP:41154-002STOC:02-14-2024 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 02012-1 SECTION 02012 HANDLING AND DISPOSAL OF ASBESTOS CEMENT PIPE PART 1 - GENERAL 1.01THE REQUIREMENT A. If the Contractor during the course of the Work observes, uncovers or otherwise becomes aware of the existence of any asbestos, hazardous waste, or toxic or radioactive material at the site which has not been rendered harmless and has not been shown on the Contract Documents, to which the Contractor or any subcontractor, supplier or other person may be exposed, the Contractor shall immediately stop work in the affected area and notify the Owner and the Engineer and thereafter confirm any oral notice in writing. In addition, the Contractor shall take reasonable precautions to prevent or contain the movement, spread or disturbance of such materials and to protect persons and property. The Owner shall promptly consult with the Engineer concerning such condition and determine the necessity of the Owner retaining special consultants or qualified experts to deal therewith. The Contractor shall not perform any Work in connection therewith prior to receipt of special written instructions from the Owner through the Engineer. B. All Asbestos Cement (AC) Pipe and/or appurtenances removed to accommodate improvements shall be disposed of in accordance with this entire standard. C. When any existing AC pipes are replaced under this project, the Contractor shall do so in accordance with the applicable rules of Federal Asbestos Regulation and Florida DEP requirements. D. All work involved in the removal, salvage or disposal of AC mains shall be the responsibility of the Contractor, paid for on the unit price basis. E. The Contractor shall be responsible for conducting all removal, disposal, alteration, or modification of asbestos piping in accordance with all federal, state, and local regulations. F. AC pipe shall not be stored within staging areas. AC pipe shall be bagged the same day as removal and hauled off for disposal within 48 hours of removal. 1.02 PRE-WORK SUBMITTALS A. The Contractor shall submit the name of the Asbestos Contractor and a copy of their Florida Asbestos Contractor License to the Owner and Engineer, prior to start of the Work. SP:41154-002STOC:02-14-2024 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 02012-2 PART 2 - PRODUCTS (NOT USED) PART 3 – EXECUTION 3.01GENERAL A. Federal regulations (40 CFR Part 61, Sub-part M) classify asbestos-cement pipe (AC pipe) as Category II non-friable asbestos-containing material. AC pipe must be handled in a manner which will maintain this classification. Therefore, all cutting, and disposal of AC pipe must be performed by a Florida Licensed Asbestos Contractor. B. The Owner will make every effort to identify and quantify the location of known AC pipe and material prior to onset of the Work. C. If during the course of the Work the Contractor observes, uncovers, or otherwise becomes aware of the existence of any AC pipe, pieces, or material at the site to which the Contractor or any subcontractor, supplier, or other person may be exposed, the Contractor shall immediately notify the Owner and confirm any verbal notice in writing. The Owner shall promptly consult with the Project Engineer concerning such conditions and determine the necessity of the Owner retaining special consultants or qualified experts. The Contractor shall not perform any Work near or in connection with the suspect material until receipt of special written instructions from the Owner. D. The Contractor will ensure that all subcontractors follow these procedures. 3.02WORKER PROTECTION A. Licensed asbestos contractors will comply with the requirements of OSHA 29 CFR 1926.1101 concerning worker protection. 3.03EXECUTION OF WORK A. AC pipe will be kept wet during all phases of removal. No visible emissions are permitted. Wet the pipe using an airless sprayer or utilize available water. B. Apply drop cloth of 6-mil polyethylene to the area beneath and a minimum of three feet (3') beyond the section of pipe to be cut. C. Break, cut or snap pipe into sections suitable in size to the disposal facility. Abrasive SP:41154-002STOC:02-14-2024 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 02012-3 disc saws are prohibited. D. Apply lockdown encapsulant to exposed edges of pipe. Pick up all pipe debris that may have fallen outside the drop cloth. E. Use of compressed air to clean AC pipes is prohibited. F. At no time should AC pipe or pieces be mixed in with fill material. 3.04DISPOSAL A. Wrap pipe in existing drop cloth. Transfer pipe to a clean drop cloth outside the trench and wrap and secure in a second layer of 6-mil polyethylene. B. Affix the following labels to the exterior of each separately wrapped section of pipe. Labels are to be waterproof, legible, and large enough in size to be readily visible: First Label: CAUTION Contains Asbestos Fibers Avoid Opening or Breaking Container Breathing Asbestos is Hazardous to Your Health Second Label: DANGER Contains Asbestos Fibers Avoid Breathing Dust Cancer and Lung Disease Hazard Breathing Airborne Asbestos, Tremolite, Anthophyllite or Actinolite Fibers is Hazardous to Your Health Third Label: RQ HAZARDOUS SUBSTANCE Solid, NOS ORM-E, NA9188 (Asbestos) Fourth Label: Label each container with the name of the generator (owner), the location at which the waste was generated, and the approximate quantity (e.g., length of piping). C. Properly dispose of all AC pipe generated each day. All wrapped sections may be stored in a secure, locked enclosure pending disposal, if authorized by the Owner. At no time are sections or pieces of AC pipe to be left on the project site unwrapped and unsecured at the end of the day. SP:41154-002STOC:02-14-2024 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 02012-4 D. All vehicles and/or containers used to haul asbestos containing waste material shall be lined with a minimum of 6-mil polyethylene layer. E. Label trucks used to transport asbestos-containing waste material during loading and unloading as follows (refer to 29 CFR 1910.145 (d) (4) for sign format): DANGER Asbestos Dust Hazard Cancer and Lung Disease Hazard Authorized Personnel Only F. The Contractor must label all disposal containers with the approximate quantity (e.g., length of pipe) of asbestos-containing waste material contained, using the same unit basis as the project’s Schedule of Values. 3.05REGULATIONS A. Environmental Protection Agency: 40 CFR Part 61 National Emission Standards for Hazardous Pollutants; Asbestos NESHAP Revision Final Rule, November 20, 1990. B. Occupational Safety and Health Administration: 29 CFR 1926.1100 - Asbestos, Construction Industry Standard. C. Department of Business and Professional Regulation, Chapter 469 Florida Statutes, Licensure of Consultants and Contractors. END OF SECTION SP:41154-002STOC:02-14-2024 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 02060-1 SECTION 02060 OUT-OF-SERVICE UTILITY PIPING AND STRUCTURES PART 1 - GENERAL 1.01 SCOPE A. The work under this Section consists of the furnishing of all labor, materials, equipment, and incidentals required to place out of service, remove, and/or disposal of existing utility pipelines, conduits, and structures as shown on the Drawings and as specified herein. 1.02 RELATED SECTIONS Section 02012 Handling and Disposal of Asbestos Cement Pipe 1.03 QUALITY ASSURANCE A. Permits and Licenses: The Contractor shall furnish two copies of all permits, one copy to the Engineer and one copy to the Owner, prior to the commencement of the Work. B. Asbestos Abatement Contractor: All removal or placement out of service of asbestos pipe material shall be performed by a licensed asbestos abatement contractor registered in the State of Florida. C. Standards: The Contractor shall comply with the following minimum standards: 1. Florida Administrative Code. Chapter 62-257, “Asbestos” 2. National Emission Standards Hazardous Pollution (NESHAP), 40 CFR Part 61, Subpart M 3. Occupational Safety and Health Act, 29 CFR Part 1926 4. Environmental Protection Agency (EPA) Asbestos Abatement Worker Protection Rule 5. Florida Statute 469.004 D. Supervision: It shall be the responsibility of the Contractor to provide supervision and inspections to ensure that the existing piping is removed and disposed of or placed out of service as designated on the Drawings and as specified herein. 1.04 SUBMITTALS SP:41154-002STOC:02-14-2024 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 02060-2 A. Shop Drawings: Shop drawings shall be submitted to the Engineer and the Owner for approval prior to the commencement of construction for the following items: 1. Flowable fill (grout) in accordance with the City of Ocoee’s Engineering Standards Manual 2. Caps and Plugs 3. Asbestos Abatement Contractor Credentials PART 2 – PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 GENERAL A. Contractor shall coordinate placing out of service and removal of piping and structures with the Engineer and the Owner. Scheduling of pipe/structure removal shall be commensurate with utility relocations/installations, roadway construction, and bridge construction all in concert with the approved maintenance of traffic plan. B. Contractor shall inspect the existing conditions of the project, including elements subject to damage or to movement during construction activity. After uncovering the Work, Contractor shall inspect condition affecting prosecution of the Work and report unsatisfactory or questionable conditions to the Engineer in writing. Do not proceed with the Work until the Engineer has provided further instructions. 3.02 REMOVAL AND DISPOSAL A. Pipe and structures designated in the plans to be removed and disposed by the Contractor shall be completely drained and the contents properly disposed of offsite. Removal of pipe shall include removal of fittings, valves, thrust blocking, encasement material, and other attachments. B. Salvageable piping and valves shall be stored on site by the Contractor for pick up by the Owner. Contractor shall notify the Owner within 72 hours of excavation/removal that salvable material is stored on site for pick up. C. Materials containing asbestos shall be removed and disposed by a licensed asbestos abatement contractor or subcontractor in accordance with the standards referenced in paragraph 1.03(D) of this Section. SP:41154-002STOC:02-14-2024 Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 02060-3 3.03 PLACEMENT OUT OF SERVICE A. Piping designated on the Drawings to be “placed out of service” shall be left in place, drained, and its contents properly disposed. Segments requiring removal shall be accomplished in accordance with paragraph 3.02 of this Section. All pipe that are designated to be completely filled with grout shall be plugged at each end in a manner acceptable to the Engineer and the Owner. Shop drawings for all caps and plugs shall be submitted to the Engineer and the Owner for approval. B. Grout for pipes placed out of service shall be flowable Portland cement grout and shall be in accordance with the City of Ocoee’s Engineering Standards Manual. C. Abandoned pipes, valves, fittings, and appurtenances to be removed shall be removed and disposed of offsite by the Contractor in accordance with all applicable local, state, and federal regulations. All trenching or disturbed ground due to removal shall be backfilled, compacted, and restored to original condition. The cost of removal and disposal of pipe, valves, fittings and appurtenances, compaction and restoration shall be included in the cost of pipe removal. END OF SECTION Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 02100-1 SECTION 02100 SPECIFIC TECHNICAL SPECIFICATION (Engineering Standards Manual) PART 1 - GENERAL 1.01 DESCRIPTION A. The City of Ocoee Engineering Standards Manual, a separately covered document, shall be an integral part of the Contract Documents for this project. B. Engineering Standards Manual has been included as part of the bid documents in PDF format. Contractor may obtain an additional PDF formatted Engineering Standards Manual from the City of Ocoee Utilities Department. C. The Engineering Standards Manual (latest version at the time of bidding the project) is intended to provide construction and material standards, material and systems testing procedures, and construction requirements. D. It shall be the Contractor’s responsibility to provide/perform all labor, work and material in conformance with the requirements of Engineering Standards Manual. E. The City of Ocoee Engineering Standards Manual's purpose is to provide direction to the development community for the improvements to be dedicated and/or maintained by the City and to supplement contract documents with specifications, materials, and testing requirements. The contractor shall interpret applicable references to Developer, Owner and/or Developer's personnel including Engineer as “Contractor”. Any reference within the Engineering Standards Manual to “City Engineer” and/or “Engineer” shall mean “Utilities Director”. END OF SECTION SP:41154-002S03306:02-14-2024 Lakewood/Rewis Water Main Replacement- Federal Grant Funded ARPA Project ITB #24-005 03306-1 SECTION 03306 GROUT-IN-PLACE PIPES TO BE ABANDONED PART 1 -- GENERAL 1.01 SCOPE A. The Contractor shall grout in-place pipes to be abandoned as so designated on the Drawings and as specified. The Contractor shall be responsible for all materials, labor, supervision, and equipment required for the orderly abandonment shown on the Drawings and described herein. B. The Contractor is responsible for removing and/or abandoning existing valve and fire hydrant components associated with the subject grout-in-place pipes as shown on the Drawings. 1.02 SUBMITTALS A. The Contractor shall submit a Grouting Plan for carrying out the work. Said Grouting Plan shall include a schedule and a detailed description of the methods proposed by the Contractor to accomplish this work. The grouting plan shall include technical information for equipment and operational procedures including projected slurry injection rate, grout pressure, method of controlling grout pressure, bulkhead and vent design, and number of stages of grout application as well as location of grout ports. This Grouting Plan shall be reviewed and approved by the Engineer prior to initiating work. B. The Contractor shall also submit the following: 1. Grout mix design in accordance with the City of Ocoee’s Engineering Standards Manual. 2. Certified current chemical analysis of the Portland Cement proposed for use. 3. Aggregate test results showing compliance with required standards. 4. Manufacturer’s data on all admixtures stating compliance with required standards. SP:41154-002S03306:02-14-2024 Lakewood/Rewis Water Main Replacement- Federal Grant Funded ARPA Project ITB #24-005 03306-2 PART 2 -- PRODUCTS 2.01 MATERIALS A. Materials for grout used to fill-in pipes to be abandoned shall conform to the requirements of the City of Ocoee’s Engineering Standards Manual. B. Grout used for the abandonment of pipe shall be of “Flowable Fill, self-levelling, non- shrink” type meeting the following characteristics: 1. Portland Cement content: 100-150 lbs per cubic yard. 2. Compressive Strength at 28 Days: 75-150 lbs per square inch. 3. Coarse Aggregate: None. 4. Fine Aggregate: Limestone Screenings C. If acceptable to Owner and Engineer, Contractor may propose the usage of a low strength fine grout mix to allow for grouting of longer distances and/or smaller diameter piping. Low strength fine grout shall have compressive strength of 3,000 psi maximum. PART 3 -- EXECUTION 3.01 PAVEMENT REMOVAL AND REPLACEMENT A. Pavements, including all surface courses and base courses, which require removal due to excavations necessary to expose sections piping to be abandoned, shall be cut straight, clean and square with a power saw or other tools suitable for the work. B. Sub-grade preparation, limerock, bituminous prime coat and asphaltic concrete course shall be in accordance with Section 02510, Asphaltic Concrete Pavement. 3.02 EXCAVATION A. Extent of excavation of piping to be grouted in-place shall be the minimum required for successful completion of the work. Backfilling shall be in accordance with Section 02222. Maintenance of Traffic and protection of work shall be as specified in the Contract Documents. 3.03 GROUTING-IN-PLACE PIPES TO BE ABANDONED SP:41154-002S03306:02-14-2024 Lakewood/Rewis Water Main Replacement- Federal Grant Funded ARPA Project ITB #24-005 03306-3 A. A pressure grout pump (of suitable size) shall be utilized in the grouting of existing pipes. Unless approved otherwise by the Engineer, the grout shall be pumped into the pipe from the inlet end to the receiving end (exit end) without intermediate pour points, but not exceeding 200 feet in length (unless approved by the Engineer). Samples of the outgoing water (exit end) shall be made until the existing grout mix is observed which is similar (i.e. within 90% of same density or other method approved by the Engineer) to the grout being injected at the inlet end. The cost of the testing, including labor and testing equipment (scales) shall be provided by the Contractor. B. Pump grout through bulkheads or caps/plugs constructed for placement of two 2- inch PVC pipes or use other suitable construction methods to contain grout in lines to be abandoned. These pipes will act as injection points or vents for placement of grout. Existing water services may also be used as injection points for grout placement. END OF SECTION Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-1 SECTION 03020 SPECIFIC DESCRIPTION OF METHOD OF PAYMENTS The following table shall be used for the basis of payment per Bid Items: BID ITEM NO. DESCRIPTION General Items 1 Bid Item No. 1: Mobilization/Demobilization Pay Item shall consist of the preparation and operation for mobilization to begin work on the project, including, but not limited to those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, and if necessary, the establishment of temporary offices, buildings, safety equipment and first aid supplies, sanitary and other facilities, as required by the Contract Documents and applicable laws and regulations. This Pay Item shall also include the securing of any temporary storage sites for equipment and material for the project and the appropriate protection of the storage sites and their return to as good if not better condition prior to mobilizing to the project site. Demobilization shall consist of removing temporary facilities from the site. The amount of this bid item shall not exceed five percent (5%) of the total bid for the project. Payment for Item No. 1 shall be as a Lump Sum paid at 50% of the bid item upon mobilizing to the project site with the remaining costs spread proportionately per month through the duration of the project. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-2 2 Bid Item No.2: General Requirements (Administration) Pay Item shall consist of the cost to secure the required bonds, insurance, and any other preconstruction expenses necessary for the start of work, excluding the cost listed under pay item #1 and for construction materials. In addition, payment for the CONTRACTOR's overhead costs related specifically to this Contract shall be included in this pay item. Indemnification costs are also part of this bid item. Work under this item shall include all efforts to obtain required permit(s) for this project. Required permit fees are to be paid by the City. Payment for item No. 2 shall be paid in Lump Sum at the start of the project. 3 Bid Item No. 3: Maintenance of Traffic Pay Item shall cover all work, material signage, traffic control(s) and flagging personnel for the maintenance of traffic, both vehicular and pedestrian, associated with Contractor’s work. Maintenance of Traffic shall be in accordance with FDOT Standards, the Manual on Uniform Traffic Control Devices and the Contract Documents. The Contractor shall be required to have an FDOT-certified individual prepare a Maintenance of Traffic Plan which shall be approved by the City. This pay item also includes the cost of any flyers and/or handouts to the residents, fencing, signs, markings, and other items necessary to secure each work site, and to notify the vehicular and walking public as to the hazards present. Payment for Item No. 3 shall be paid as a Lump Sum with the costs spread proportionately per month through the duration of the project. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-3 4 Bid Item No. 4: Erosion Control Pay Item shall include preparation and implementation of stormwater pollution prevention control plan, including installing, monitoring, inspecting, and reporting, and maintaining all erosion and sediment control measures throughout the duration of the project and the complete and proper removal of control items prior to demobilization. Payment for Item No. 4 shall be paid in Lump Sum with the costs spread proportionately per month through the duration of the project. 5 Bid Item No. 5: Construction Photographs and Audio – Visual Recording Pay Item shall covers furnishing all labor, materials, and supervision necessary for preparing and submitting construction photographs and audio-visual documentation in accordance with the requirements of the specifications, including, but not limited to, the affected construction area and private areas adjacent to the Work. Construction photography and video shall be submitted in High-Definition Quality. Payment for Item No. 5 shall be paid in Lump Sum. 6 Bid Item No.6: Survey (Horizontal and Vertical Controls & As-Builts) Pay Item shall cover Contractor expense for the service of a Florida Licensed Professional Land Surveyor to provide needed construction layout, including, but not limited to right-of-way lines and easements; periodical surveys during construction to assure proper location and grades for improvements; ongoing data collection to complete As-Built plans; the preparation of temporary redlined As-Built plans and final As-Builts in accordance with Section 3 of the Engineering Standards Manual. The red line markups shall be submitted for review with each application for progress payment. The surveys and As-Builts shall show the new construction, existing infrastructure, deletion or alteration of infrastructure, and the related properties of the infrastructure. Record drawings shall include certifications from the Surveyor and the Contractor. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-4 Payment for Item No. 6 shall be paid in Lump Sum paid at 33% of the bid item at the final acceptance of the As-Builts by the City’s representative with the remaining costs spread proportionately per work accomplished through the duration of the project. 7-9 Bid Item No. 7: Abandon Existing 6” Asbestos Cement Water Main in Place Bid Item No. 8: Abandon Existing 4” PVC Water Main in Place Bid Item No. 9: Abandon Existing 2” Galvanized Steel Water Main in Place Pay Items shall include furnishing all labor, materials, and equipment and complete abandonment of the existing pipeline including, but not limited to; clearing and grubbing (unless otherwise covered), dewatering, excavation, tree and landscaping protection, trimming or removal, utility support and protection, sheeting, shoring, bracing, backfilling, rough grading, compaction, finish grading, pavement, sidewalk, flushing, cleaning, pressure testing, disinfection, cleanup, asbestos cement safe handling, and additional work incidental thereto. Also included in this item is the complete draining and properly disposing of pipe contents; grout filling, emptying, draining, and plugging or capping of existing pipes of all services and sizes. Payment for Items No. 7, 8 and 9 shall be paid per Linear Feet of pipe abandoned. Measurements shall be made based on project stationing (plan view depiction) along the centerline of the pipe to the nearest linear foot. 10 Bid Item No. 10: Removal and Disposal of 6” Asbestos Cement Water Main Pay Item shall include furnishing all labor, materials and equipment required to properly remove and dispose of the 6” AC water main. The work includes removal of the existing water main and fittings, existing valves and valve boxes, and other appurtenances attached to the existing water main, capping the existing abandoned service, coordination with the City for any required shutoff/valve operation, etc. including but not limited to clearing and grubbing (unless otherwise covered), dewatering, excavation, tree and landscaping protection, trimming or removal, utility support and protection, sheeting, shoring, bracing, backfilling, rough grading, compaction, finish grading, pavement, sidewalk, sodding, cutting and capping of piping, backfill and compaction, temporary debris protection, loading and hauling to a disposal site, excavations, and all other work incidental thereto. Also included in this item is the complete draining and properly disposing of pipe contents. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-5 Unit of measurement for this Pay Item shall be lineal feet of pipe removed and properly disposed by a properly licensed asbestos contractor as required by the contract documents and as measured horizontally at the surface and as indicated on the plans. Payment for item No. 10 shall be paid per Linear Feet of pipe removed and properly disposed. 11 Bid Item No. 11: Removal and Disposal of 2” Galvanized Steel Water Main Pay Item shall include furnishing all labor, materials and equipment required to properly remove and dispose of the 2” GS water main. The work includes removal of the existing water main and fittings, existing valves and valve boxes, and other appurtenances attached to the existing water main, including but not limited to clearing and grubbing (unless otherwise covered), dewatering, excavation, tree and landscaping protection, trimming or removal, utility support and protection, sheeting, shoring, bracing, backfilling, rough grading, compaction, finish grading, pavement, sidewalk, sodding, cutting and capping of piping, backfill and compaction, temporary debris protection, loading and hauling to a disposal site, excavations, and all other work incidental thereto. Also included in this item is the complete draining and properly disposing of pipe contents. Unit of measurement for this Pay Item shall be lineal feet of pipe removed and properly disposed as measured horizontally at the surface and as indicated on the plans. Payment for item No. 11 shall be paid per Linear Feet of pipe removed and properly disposed. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-6 12 Bid Item No. 12: Removal and Disposal of 4” PVC Water Main Pay Item shall include furnishing all labor, materials and equipment required to properly remove and dispose of the 4” PVC water main. The work includes removal of the existing water main and fittings, existing valves and valve boxes, and other appurtenances attached to the existing water main, including but not limited to clearing and grubbing (unless otherwise covered), dewatering, excavation, tree and landscaping protection, trimming or removal, utility support and protection, sheeting, shoring, bracing, backfilling, rough grading, compaction, finish grading, pavement, sidewalk, sodding, cutting and capping of piping, backfill and compaction, temporary debris protection, loading and hauling to a disposal site, excavations, and all other work incidental thereto. Also included in this item is the complete draining and properly disposing of pipe contents. Unit of measurement for this Pay Item shall be lineal feet of pipe removed and properly disposed as measured horizontally at the surface and as indicated on the plans. Payment for item No. 12 shall be paid per Linear Feet of pipe removed and properly disposed. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-7 13-15 Bid Item No. 13: Furnish and Install 4” Dia. DI Water Main Bid Item No. 14: Furnish and Install 6” Dia. DI Water Main Bid Item No. 15: Furnish and Install 8” Dia. DI Water Main Pay Items shall include furnishing all labor, materials, and equipment required for the open cut installation of ductile iron water main in the location shown on the plans. This may include, but is not limited to, dewatering, exploratory excavations, verifying location and depth of existing utilities, excavating, backfilling, and compaction, properly color coded pipe, pipeline identification and warning tape/wire, pipe joining, fittings, stainless steel pipe stiffeners, flange adapters, utility support and protection, installation of pipe by open cut methods, disposal of removed material and fluids, connecting to pipes at each end of the pipe, testing, disinfection, bacteriological sampling, sodding, restoration and cleanup and all other work incidental thereto. Unit of measurement for this Pay Item shall be lineal feet of pipe installed as measured horizontally at the surface and as indicated on the plans. Any additional length that may be needed for entry, exit and depth are to be included as a part of the overall cost of the installation. Setup areas are incidental to the work and are to be included in the installation bid price. Measurement and payment for ductile iron fittings, gate valves, removal and replacement of sidewalks, curb and gutters, and pavement shall be through separate pay item. Payment for Item No. 13, 14 and 15 shall be measured and paid per Linear Feet of pipe installed. Payment shall be made as follows: Pipe installation - 75%; Connections and Testing -15%; and after Final Restoration - 10%. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-8 16-18 Bid Item No. 16: Connections to 2” GS or PE Water Main Bid Item No. 17: Connections to 4” PVC Water Main Bid Item No. 18: Connections to 6” AC Water Main Pay Items shall include furnishing all labor, materials, and equipment required for the open cut connections to the existing water mains. This includes, but not limited to; clearing and grubbing (unless otherwise covered), dewatering, excavation, tree and landscaping protection, trimming or removal, utility support and protection, sheeting, shoring, bracing, backfilling, rough grading, compaction, finish grading, pavement, sidewalk, flushing, cleaning, pressure testing, disinfection, cleanup, asbestos cement safe handling, restrained couplings, transition couplings, adapters, sodding, existing pipe restraints, 2” polyethylene pipe, tapped plugs, and additional work or fittings incidental thereto. Payment for Items No. 16, 17, and 18 shall be paid per Each connection. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-9 19-23 Bid Item No. 19: 8” x 6” DI Tee Bid Item No. 20: 8” x 4” DI Tee Bid Item No. 21: 6” x 6” DI Tee Bid Item No. 22: 4” x 4” DI Tee Bid Item No. 23: 6” x 4” DI Tee Pay Items shall include furnishing and installing all labor, equipment and materials necessary for installing fittings including dewatering, excavation, sheeting, shoring, bracing, compaction, saw cutting of roadway, gasket, seals, nuts, bolts and other appurtenances, coatings, thrust restraint, identification and warning tape, leakage testing, restoration and cleanup. Payment for Item No. 19 20, 21, 22 and 23 shall be paid Each. 24-27 Bid Item No. 24: 8” Gate Valve and Box Bid Item No. 25: 6” Gate Valve and Box Bid Item No. 26: 4” Gate Valve and Box Bid Item No. 27: 2” Gate Valve and Box Pay Items shall include furnishing and installing all labor, equipment, and materials necessary for dewatering, excavation, sheeting, shoring, bracing, backfill, compaction, installation of valve and valve box, square nut, accessories, thrust restraint, testing, restoration and cleanup. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-10 Payment for Items No. 24, 25, 26, and 27 shall be paid Each. 28 Bid Item No. 28: 8” x 6” DI Reducer Pay Item shall include furnishing and installing all labor, equipment and materials necessary for installing fittings including dewatering, excavation, sheeting, shoring, bracing, compaction, saw cutting of roadway, gasket, seals, nuts, bolts and other appurtenances, coatings, thrust restraint, identification and warning tape, leakage testing, restoration and cleanup. Payment for Item No. 28 shall be paid Each. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-11 29-30 Bid Item No. 29: 6” Plug Bid Item No. 30: 8” Plug Pay Items shall include furnishing and installing all labor, equipment and materials necessary for installing fittings including dewatering, excavation, sheeting, shoring, bracing, compaction, saw cutting of roadway, gasket, seals, nuts, bolts and other appurtenances, coatings, thrust restraint, identification and warning tape, leakage testing, restoration and cleanup. Payment for Items No. 29 and 30 shall be paid Each. 31-32 Bid Item No. 31: 4” Cap and Blow Off Assembly Including Box Bid Item No. 32: 6” Cap and Blow Off Assembly Including Box Pay Items shall include furnishing and installing all labor, equipment and materials necessary for installing the blow-off assemblies in accordance with Detail 12 (UT203) of the Contract Documents and all other requirements in the Contract Documents. The work includes, but is not limited to, dewatering, excavation, sheeting, shoring, bracing, compaction, saw cutting of roadway, gasket, seals, nuts, bolts and other appurtenances, coatings, thrust restraint, identification and warning tape, leakage testing, restoration, and cleanup. Payment for Items No. 31 and 32 shall be paid Each. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-12 33-34 Bid Item No. 33: 8” x 2” Service Saddle Bid Item No. 34: 6” x 2” Service Saddle Pay Items shall be made at the unit price per tapping saddle and valve installed including all materials, labor, and equipment required to perform the work in accordance with the Contract Documents. The work includes all service saddles, fittings, restraints, spool pieces, hardware, excavation, backfill, compaction, testing and work incidental thereto. Payment for Item No. 33 and 34 shall be paid Each. 35-37 Bid Item No. 35: 2” Line Stops Bid Item No. 36: 4” Line Stops Bid Item No. 37: 6” Line Stops Pay Item shall be made at the unit price per each line stop installed including all materials, labor, and equipment required to perform the work in accordance with the Contract Documents. The work includes all line stops, bypasses, cutting and capping of pipe, restraints, hardware, excavation, backfill, compaction, testing and work incidental thereto. Payment for Item No. 35, 36 and 37 shall be paid Each. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-13 38 Bid Item No. 38: General DI Fittings Pay Item shall include furnishing all labor, equipment, and materials necessary for installing fittings including dewatering, excavation, sheeting, shoring, bracing, compaction, saw cutting of roadway, gasket, seals, nuts, bolts and other appurtenances, coatings, thrust restraint, existing pipe restraints, identification and warning tape, leakage testing, restoration, and cleanup. Unit of measurement is tons. The weight shall be as indicated in the manufacturing standards and shall include the weight of accessories including thrust restraint. This pay item shall not include fittings that are specifically addressed in the plans and are compensated under other Bid Items including thrust restraints. Payment for Item No. 38 shall be measured and paid per Ton. 39 Bid Item No. 39: Fire Hydrant Assembly Pay Item shall cover all material, labor, and equipment to install fire hydrant which shall include hydrant, assembly, hydrant valve(s), gaskets, restraining glands, sodding and all other items as shown on Detail 11 (UT201) of the Contract Drawings and in accordance with all other requirements in the Contract Documents Payment for Item No. 39 shall be paid Each. 40 Bid Item No. 40: 2” Air Release Valve Assembly Pay Item shall be made at the unit price per each 2” air release valve assembly furnished and installed including all materials, labor, and equipment required to perform the work. The work includes all excavation, valve installation, piping, fittings, tapping saddle, valve box, concrete, valve enclosure, backfill, compaction, materials, testing, sodding and work incidental thereto as shown on Detail 13 (UT204a) of the Contract Drawings and in accordance with all other requirements in the Contract Documents. Payment for Item No. 40 shall be paid Each. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-14 41 Bid Item No. 41: Double 1” P.E. Service Pay Item shall be for the installation of a 1” PE double -service. Installed location shall be in general conformance with the Drawings and Specifications and as directed by City’s representative. The unit prices to be paid for this pay item shall include all labor, equipment, materials, excavation, backfill, compaction, dewatering, shoring, polyethylene pipe, connection to proposed main piping, corporation stops, curb stop locks, service saddles, fittings, curb stop lock, boring, locate wire, sodding, flushing of individual water services, testing, and any necessary incidentals to provide completed water service from main to meter location for two connections. Meter and meter box are existing. If new meter boxes are required, they shall be provided and installed by others. Curb stops, 90 deg brass fittings, and brass horns will be provided by others. Payment for Item No. 41 shall be paid Each. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-15 42 Bid Item No. 42: Single 1” P.E. Service Pay Item shall for the installation of a 1” PE single-service connection. Installed location shall be in general conformance with the Drawings and Specifications and as directed by City’s representative. The unit prices to be paid for this pay item shall include all labor, equipment, materials, excavation, backfill, compaction, dewatering, shoring, polyethylene pipe, connection to proposed main piping, corporation stops, service saddles, fittings, curb stop lock, boring, locate wire, sodding, flushing of individual water services, testing, and any necessary incidentals to provide completed water service from main to meter location for single connections. Meter and meter box are existing. If new meter boxes are required, they shall be provided and installed by others. Curb stops, 90 deg brass fittings, and brass horns will be provided by others. Payment for Item No. 42 shall be paid Each. 43 Bid Item No. 43: Remove and Replace Concrete Sidewalk 4” Thick Pay Item shall include furnishing and installing all labor, equipment and materials necessary for removal and complete in-kind replacement of 4” thick concrete sidewalk. This includes saw cutting, removal, proper disposal of removed materials, compaction, forming, concrete replacement, ADA ramps, finishing, restoration, compaction, clean up and all other work in accordance with the FDOT Design Standards, latest edition. The new sidewalks shall match the width of the existing walkways. Pedestrian traffic may not be impeded by construction activities; thus, sidewalk detours and temporary sidewalks may be necessary. Payment for Item No. 43 shall be measured and paid per Square Yard. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-16 44 Bid Item No. 44: Remove and Replace Concrete Driveways 6” Thick Pay Item shall include furnishing and installing all labor, equipment and materials necessary for removal and replacement complete or a portion of concrete driveways and sidewalks through the width 6” thick concrete, as shown on the Contract Drawings. This includes saw cutting, if required, removal and proper disposal of removed materials, compaction, forming, reinforcement, driveway material replacement, finishing, restoration, clean up, and all other work in accordance with the FDOT Design Standards, latest edition. The new driveway shall match the width of the existing driveway. Pedestrian traffic and access to properties may not be impeded by construction activities; thus, detours or temporary sidewalks may be necessary. Payment for Item No. 44 shall be measured and paid per Square Yard. 45 Bid Item No. 45: Remove and Replace Driveways Pay Item shall include furnishing and installing all labor, equipment and materials necessary for removal and replacement complete or a portion of gravel and paver driveways with 6” thick concrete or sod as shown on the Contract Drawings. This includes saw cutting, if required, removal and proper disposal of removed materials or stockpiling of pavers if required, compaction, forming, reinforcement, driveway material replacement, finishing, restoration, clean up, and all other work in accordance with the FDOT Design Standards, latest edition. The new driveway shall match the width of the existing driveway. Pedestrian traffic and access to properties may not be impeded by construction activities; thus, detours or temporary sidewalks may be necessary. Payment for Item No. 45 shall be measured and paid per Square Yard. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-17 46 Bid Item No. 46: Removal and Disposal of Existing Fire Hydrants Pay Item shall include furnishing all labor, materials and equipment required to properly remove and dispose of the fire hydrants in accordance with Detail 20 and all other requirements in the Contract Documents. The work includes removal of the existing fire hydrant and appurtenances attached to the existing water main, cutting and capping of piping, backfill and compaction, temporary debris protection, loading, and hauling to a disposal site, excavations, and all other work incidental thereto. Payment for Item No. 46 shall be measured and paid per Each. 47 Bid Item No. 47: Removal and Replacement of Asphalt Pay Item shall include all labor, materials, and equipment necessary for removing, disposal and replacement of asphalt as specified in the Drawings to the limits as directed to accommodate the pipeline installation. This item shall include saw cutting, grading, subgrade preparation and compaction; base rock preparation and compaction, placing of asphalt surface including areas of stamped asphalt as shown on the Contract Documents. Replacement pavement restoration shall tie into existing roadway and be restored to pre-construction conditions or better. Payment for Item No. 47 shall be measured and paid per Square Yard. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-18 48 Bid Item No. 48: General Restoration Pay Item shall include all labor, materials, and equipment necessary to completely restore the site. The work includes miscellaneous concrete and asphalt, curb and gutters, signage, mailboxes, landscaping, root pruning, tree protection and removal, materials, labor, tools, and equipment required to completely restore the site. Measurement and payment for sodding shall be made through individual pay items. No additional compensation shall be allowed. Payment for Item No. 48 shall be paid in Lump Sum. 49 Bid Item No. 49: Utility Coordination Pay Item shall include all the work required for utility coordination. The work includes coordination with utility providers, all labor, materials, and equipment necessary to relocate, protect and support all existing utilities exposed, unearthed, or otherwise affected by the project. Payment for Item No. 49 shall be paid in Lump Sum. ALT1 Bid Item No. ALT1: Mobilization / Demobilization and General Requirements and Restoration Mobilization shall be the preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, and if necessary the establishment of temporary offices, buildings, safety equipment and first aid supplies, sanitary and other facilities, as required by the Contract Documents and applicable laws and regulations. The cost of bonds, required insurance, and any other preconstruction expense necessary for the start of work, excluding the cost of construction materials, shall also be included in this item. Permitting is excluded and not the responsibility of the contractor. City of Ocoee shall provide (if necessary) custom signs or message board, only. In addition, payment for Quality Assurance Soil Testing, general Temporary Traffic Control and General Construction Requirements, unless stated under separate bid items, shall Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-19 be included under this bid item and shall include the CONTRACTOR’s overhead costs related specifically to this Contract. The contractor shall also be responsible for miscellaneous concrete and asphalt damage caused by paving equipment or trucks that must be traveled over to access paving areas. This includes valley gutters and concrete drives and sidewalks or brick pavers, asphaltic concrete that may be damaged during construction activities. Demobilization shall be the work of removing temporary facilities from the site. The cost of any fencing, signs, markings, and other items necessary to secure each work site and to notify the public as to the hazards present is explicitly included in this bid item. Insurance and indemnification costs are part of this bid item. The lump-sum mobilization Bid Price in the Proposal should be limited to a maximum of five percent (5%) of the total Contract Price. Mobilization costs, estimated by the Contractor, that exceed five percent (5%) may be proportioned among and included within other pay item unit prices of the Contract. If the Contractor elects to exceed the five percent (5%) limit on the mobilization Bid Item, the amount exceeding this limit will be paid upon Final Acceptance of the Work. The City will evaluate the Total Alternate Bid as the basis of review and award provided the total alternate bid is within budget. For clarification, Mobilization shall be 5% of the total alternate bid amount. ALT2 Bid Item No. ALT2: 1.5” Milling (Max) Payment for milling existing asphaltic concrete pavement shall be made at the Contract unit price per square yard (SY), and shall include full compensation for all labor, material and equipment required to complete the work. Payment includes full compensation for all materials and equipment required to mill a MAXIMUM of 1. 5” of existing asphaltic pavement, as shown on the drawings, hauling, and cleaning up of milled material, labor and other incidentals. All milled material shall be dumped at the City’s Wastewater Treatment Plant at the location specified by the City. The measurement for payment under this item shall be the actual number of square yards of specified road satisfactorily milled. For Quality Control, if additional milled material is removed caused by scabbing, the contractor must immediately contact the City for direction. All materials and workmanship shall conform to the FDOT Standard Specifications (latest edition) Section 327 - Milling of Existing Asphalt Pavement. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-20 ALT3 Bid Item No. ALT3: 1.5” Resurface Type SP-12.5 Asphalt Paving including Tack Payment for constructing asphaltic concrete surface course shall be made at the Contract unit price per square yard (SY) placed and accepted, as shown on the Drawings, and shall be full compensation for all labor, material and equipment required to do the work. Payment shall include quality control testing, cleaning, sweeping and tack coat. No extra payment will be allowed for asphalt greater than that necessary to achieve the required grade, unless directed by the City or City’s representative. All materials and workmanship shall conform to the FDOT Standard Specifications (latest edition) Section 334 – Superpave Asphalt Concrete. Note: Warm Mix Asphalt is an acceptable option, per the Contractor’s request. ALT4 Bid Item No. ALT4: Temporary Striping and Thermoplastic Final Striping Payment for temporary striping and thermoplastic final striping, stop bars required at each stop sign and RPMs shall be made at the Contract Lump Sum (LS), and shall be placed and accepted, based on the existing striping along the road, intersections and cross walks. City recommends contractor visit site to determine quantity. ALT5 Bid Item No. ALT5: Removal and Replacement of Temporary Asphalt on Flewelling Avenue Pay Item shall include all labor, materials, and equipment for removing, disposal and replacement of asphalt as specified in the Drawings to the limits as directed to accommodate the pipeline installation on Flewelling Avenue with the application of a cold mix overlay in accordance with the specifications. This item shall also include saw cutting, grading, subgrade preparation and compaction; base rock preparation and compaction, traffic signalization repair, temporary striping and markings and ongoing maintenance/repairs until milling and resurfacing at conclusion of the project. Payment for Item No. ALT5 shall be measured and paid per Square Yard. Lakewood/Rewis Water Main Replacement Federal Grant Funded ARPA Project ITB #24-005 03020-21 ALT6 Bid Item No. ALT6: Removal and Replacement of Asphalt on Rewis St. (Replaces Bid Item No. 47) Pay Item shall only be used if Alternate Bid is awarded and shall include all labor, materials, and equipment necessary for removing, disposal and replacement of asphalt on Rewis St. as specified in the Drawings to the limits as directed to accommodate the pipeline installation. This item shall include saw cutting, grading, subgrade preparation and compaction; base rock preparation and compaction, placing of asphalt surface including areas of stamped asphalt as shown on the Contract Documents. Replacement pavement restoration shall tie into existing roadway and be restored to pre-construction conditions or better. Payment for Item No. ALT6 shall be measured and paid per Square Yard. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00840-1 SECTION 00840 INSTRUCTION FOR CONTRACT FORMS PART 1 – GENERAL 1.01 INSTRUCTIONS FOR NOTICE OF AWARD A. The Notice of Award notifies the Contractor that the City Commission has awarded the bid to your company. The Notice of Award contains specific instructions on the requirements for the contract documents and pre-construction meeting. B. The contract will accompany the Notice of Award. The Contractor will sign the contract documents and return along with the required insurance certificate, and performance and payment bonds, if required, and any other documents required to finalize the contract documents. 1.02 INSTRUCTIONS FOR NOTICE TO PROCEED A. Upon receipt and acceptance of all signed contract documents, including certificate of insurance, and a Certified Copy of the recorded performance and payment bonds, the City will issue a Notice to Proceed. B. The Notice to Proceed will contain the start date, substantial completion, and final completion dates for the project. C. Contractor is to sign, date, and return the Notice to Proceed to the city. The Notice to Proceed will become a part of the contract documents. 1.03 INSTRUCTIONS FOR CHANGE ORDER A. In the event a change, modification, deletion and/or increase in material, labor, and/or equipment is needed or requested by the City, the City may seek pricing and/or credit from the Contractor. B. If pricing is acceptable by the Engineer, City shall prepare either Form 00842a or Form 00842b “CHANGE ORDER” located in Appendix “A” Contract Forms, and obtain necessary authorization from either the City Manager or City Commission, whichever is applicable, based on approving authority. C. Change Order will be executed by Contractor and amended into the contract documents. 1.04 INSTRUCTIONS FOR CERTIFICATE OF SUBSTANTIAL COMPLETION A. Upon final inspection and correction of deviations, the City shall prepare Form 00843 “CERTIFICATE OF SUBSTANTIAL COMPLETION”, located in Appendix “A” Contract Forms; where upon execution, the Contractor of the project shall be considered “Substantially Completed.” Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00840-2 1.05 INSTRUCTIONS FOR NON-COMPLIANCE NOTICE A. If the Engineer determines the work and/or operations of the Contractor are not in compliance with the Contract document, and/or are being completed in an unsafe or dangerous manner, the Engineer shall provide written notification using Form 00844 “NON-COMPLIANCE NOTICE”, located in Appendix “A” Contract Forms B. Contractor shall respond to the “Non-Compliance Notice” within 24 hours with the assertion that the unsafe or dangerous circumstance will be corrected immediately. 1.06 INSTRUCTIONS FOR FIELD ORDER - DIRECTIVE A. Contractor may request and/or City may provide field directives as needed, by the City providing the Contractor with a written directive, utilizing Form 00845 “FIELD ORDER/DIRECTIVE”, as located in Appendix “A” Contract Forms. B. Written directive shall not be a change that affects the Contract amount, unless an approved Change Order is authorized. 1.07 INSTRUCTIONS FOR REQUEST FOR PROPOSED CHANGE A. The City, requesting a change to the Contract, including but not limited to, material, labor, and/or equipment, shall prepare Section A of Form 00847 “REQUEST FOR PROPOSED CHANGE” located in Appendix “A” Contract Forms and provide to Contractor. B. Contractor shall submit proposal within seven (7) days of receipt of completed Section A of Form 00847 “REQUEST FOR PROPOSED CHANGE”, including all supporting information needed by the Contractor in developing a complete proposal. C. Upon obtaining acceptable proposal from Contractor, the Engineer shall complete Section B of Form 00847 “REQUEST FOR PROPOSED CHANGE” and seek the applicable approval based on City Authorization Authority. 1.08 INSTRUCTIONS FOR TECHNICIAN’S DAILY REPORT A. The Engineer or his representative shall on a daily basis review progress of the project, this includes work completed, and shall measure/confirm daily items for payment. B. The Engineer or his representative shall record the Contractor’s daily efforts, important issues, weather affecting the Contractor’s efforts, Contractor personnel and equipment needed for daily operations, and measure/confirm daily items for payment in Form 00848 “TECHNICIAN’S DAILY REPORT” (TDR), located in Appendix “A” Contract Forms. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00840-3 C. The Engineer or his representative shall maintain an ongoing summary of work to date based on the confirmed TDRs that shall be used for completion of the payment application per Section 00861. D. 1.09 INSTRUCTIONS FOR APPLICATION AND CERTIFICATION FOR PAYMENTS A. To initiate a partial payment, the Contractor shall request completed Form 00861A “APPLICATION FOR PAYMENT” and Form 00861C “SUMMARY OF VALUES TO DATE” located in Appendix “A” Contract Forms from the City. The Contractor’s request shall include the end date for the partial payment period. B. City shall provide completed “Application for Payment” and “Summary of Values to Date” forms for Contractor’s use. C. Contractor shall cover “Application for Payment” and “Summary of Values to Date” forms with fully executed Form 00861D “CONTRACTOR’S CERTIFICATION OF PAYMENT” located in Appendix “A” Contract Forms for every pay request. 1.10 INSTRUCTIONS FOR CONTRACTOR’S FINAL RELEASE OF LIEN A. Contractor shall complete and submit Form 00863 “FINAL RELEASE OF LIEN” located in Appendix “A” Contract Forms including any required supporting information and/or release(s). 1.11 INSTRUCTIONS FOR SHOP DRAWING SUBMITTAL FORM A. Contractor shall provide cover on all shop submittals using Form 00864 “SHOP DRAWING SUBMITTAL FORM” located in Appendix “A” Contract Forms for City approval, denial or corrections. B. City shall provide copy of cover back with submittals for Contractor use, and if applicable, corrections. 1.12 INSTRUCTIONS FOR CERTIFICATE OF FINAL INSPECTION A. City will acknowledge the occurrence of a final inspection by City staff and the Contractor by completing and providing Form 00865 “CERTIFICATE OF FINAL INSPECTION” located in Appendix “A” Contract Forms. Attached to the form shall be a list of outstanding items to be completed. 1.13 INSTRUCTIONS FOR CONTRACTOR REQUEST FOR INFORMATION A. During the project, Contractor may want more information or detail from the project designer and/or Engineer. Contractor shall request the information by Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00840-4 completing Form 00865 “CONTRACTOR REQUEST FOR INFORMATION” located in Appendix “A” Contract Forms B. City shall complete second half of form and provide copy back to Contractor with any supporting information needed to complete the request. 1.14 INSTRUCTIONS FOR WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT A. The Contractor shall obtain and provide originals of the completed Form 00879 “WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT”, located in Appendix “A” Contract Forms, from each vendor, sub-consultant and/or material supplier that provided notice to the City and/or the Contractor. 1.15 INSTRUCTIONS FOR WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT A. The Contractor shall obtain and provide originals of completed Form 00881 “WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT”, located in Appendix “A” Contract Forms, from each vendor, sub-consultant and/or material supplier that provided notice to the City and/or the contractor. 1.16 INSTRUCTIONS FOR CONTRACTOR’S FINAL AFFIDAVIT A. Contractor shall execute and submit to the Engineer Form 00883 “CONTRACTOR’S FINAL AFFIDAVIT” located in Appendix “A” Contract Forms. 1.17 INSTRUCTIONS FOR CONTRACTOR’S INTERMIN AFFIDAVIT A. Contractor shall execute and submit to the Engineer Form 00885 “CONTRACTOR’S INTERIM AFFIDAVIT” located in Appendix “A” Contract Forms. END OF SECTION Mayor Rusty Johnson Commissioners Scott R. Kennedy District 1 Rosemary Wilsen District 2 Richard Firstner District 3 Ages Hart District 4 City Manager Robert D. Frank City of Ocoee ▪ 1 North Bluford Ave ▪ Ocoee, Florida 34761 Phone: (407) 905-3100 ▪ www.ocoee.org _____________ DATE _____________________ _____________________ _____________________ _____________________ Re.: ITB #24-005 NOTICE OF AWARD Notice is hereby given that your company was awarded the contract to provide construction services related to the Project ________________________________ at the __________, 20___ City Commission meeting. In accordance with the terms of the Invitation to Bid, you must now execute the contract for the work (two copies enclosed). You must also provide the required performance and payment bond on the forms provided in the Bid Documents, insurance certificate naming the City as additional insured, and endorsements. Return all contract documents to my attention within ten (10) business days. The City will date and return a fully executed copy of the contract to you, along with your original copy of the dated bonds. Under the terms of the Invitation to Bid, this Notice of Award shall be rescinded if you do not timely provide the required Contract Documents. Effective October 1, 2012, revisions to State of Florida Statute 255.05 will apply to this contract. Once you receive the fully executed contract and dated bonds from the City, you will need to record the performance and payment bonds with Orange County. You are required to provide the City with a certified copy of the recorded bonds before the City can issue the Notice to Proceed or make any payment for the project. Additionally, please contact __________________, at (407) 905-31__ to schedule the pre- construction meeting for this project. The certified copy of the recorded bonds to be provided to the City prior to or at the pre-construction meeting. Completion dates will be established at the pre-construction meeting. Work shall begin pursuant to the effective date established by the Notice to Proceed. The City of Ocoee looks forward to working with your company on this project. Sincerely, Alexis Chentouf Purchasing Technician cc. __________, Utilities Director Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00841 NOTICE TO PROCEED 1 N. Bluford Avenue Ocoee, Florida 34761 DATE: __________________ Name, Title Company’s Name Address Address RE: Notice to Proceed on Project Project: ______________________________________________ You are notified that the Contract Time under the above contract will commence to run on , 20__. On that date you are to start performing the Work and your other obligations under the Contract Documents. Based on the Contract Time stated in the Agreement, we calculate that the dates of Substantial Completion and Final Completion are , 20__ and 20__, respectively. OWNER: CITY OF OCOEE __________________________________________ (Authorized Signature) _______, Utilities Director Acknowledge Receipt of Notice CONTRACTOR: By: ______________________________________ (Signature) __________________________________________ (print or type name) __________________________________________ (Title) ______________________ (Date) Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00842A CITY OF OCOEE 1 N. Bluford Avenue Ocoee, Florida 34761 *This Change Order requires action by the City Commission* LAKEWOOD/REWIS WATER MAIN REPLACEMENT – FEDERAL GRANT FUNDED ARPA PROJECT ITB #24-005 CHANGE ORDER NO. __ DATE: ___________________________ PURCHASE ORDER:____________________ The following changes are hereby made to the CONTRACT DOCUMENTS. Original CONTRACT PRICE $0.00 Current CONTRACT PRICE ADJUSTED by previous CHANGE ORDERS $0.00 Net Increase (Decrease) Resulting from this CHANGE ORDER $0.00 The current CONTRACT PRICE including this CHANGE ORDER $0.00 Original CONTRACT COMPLETION DATE: [original contract date] Current CONTRACT COMPLETION DATE adjusted by previous CHANGE ORDERS [current contract date] Net Increase Resulting from this CHANGE ORDER [number] days Current CONTRACT COMPLETION DATE including this CHANGE ORDER [new contract date] Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00842A CHANGES ORDERED: I. REQUIRED CHANGES II. JUSTIFICATION III. NARRATIVE OF NEGOTIATIONS IV. PAYMENT V. APPROVAL AND CHANGE AUTHORIZATION The original project and funding allocation were established by issuance of a CITY purchase order, subject to the terms and conditions contained in the CITY’s solicitation, Project Manual, Drawings, Specifications, and/or the CONTRACTOR’s service and price proposal, which collectively form the terms of an agreement between the CITY and the CONTRACTOR for the performance of the Work. This proposed change to the agreement requires approval by the City Commission under the CITY’s Purchasing Rules and Regulations and is consistent with any prior action by the City Commission to award the Work to the CONTRACTOR. It is expressly understood and agreed that the approval of the Change Order shall have no effect on the original agreement other than matters expressly provided herein. CONTRACTOR acknowledges, by its execution and acceptance of this Change Order, that the adjustments in contract price and time shown hereon constitute full and complete compensation and satisfaction for all costs and modifications of performance time incurred by the CONTRACTOR as a result of this Change Order. No other claim for increased costs of performance or modifications of time will be granted by the CITY for the Work covered by this Change Order. The CONTRACTOR hereby waives and releases any further claims for cost or time against the CITY arising from or relating to the matters or Work set forth or contemplated by this Change Order. [Balance of this page was left blank intentionally] Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00842A RECOMMENDED BY: ACCEPTED BY: CITY OF OCOEE, FLORIDA CONTRACTOR By: By: Signature Signature Date: Date: Title: Title: APPROVED BY: CITY OF OCOEE, FLORIDA By: Date: Rusty Johnson, Mayor Attest: Melanie Sibbitt, Acting City Clerk FOR USE AND RELIANCE ONLY BY THE APPROVED BY THE CITY OF OCOEE CITY OF OCOEE, APPROVED AS TO FORM COMMISSION IN A MEETING HELD ON AND LEGALITY THIS DAY OF , 20 UNDER , 20 AGENDA ITEM NO. . By: City Attorney Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00842B CITY OF OCOEE 1 N. Bluford Avenue Ocoee, Florida 34761 *This Change Order can be authorized by the City Manager* Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 CHANGE ORDER NO. __ DATE: ___________________________ PURCHASE ORDER:____________________ The following changes are hereby made to the CONTRACT DOCUMENTS. Original CONTRACT PRICE $0.00 Current CONTRACT PRICE ADJUSTED by previous CHANGE ORDERS $0.00 Net Increase (Decrease) Resulting from this CHANGE ORDER $0.00 The current CONTRACT PRICE including this CHANGE ORDER $0.00 Original CONTRACT COMPLETION DATE: [original contract date] Current CONTRACT COMPLETION DATE adjusted by previous CHANGE ORDERS [current contract date] Net Increase Resulting from this CHANGE ORDER [number] days Current CONTRACT COMPLETION DATE including this CHANGE ORDER [new contract date] Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00842B CHANGES ORDERED: I. REQUIRED CHANGES II. JUSTIFICATION III. NARRATIVE OF NEGOTIATIONS IV. PAYMENT V. APPROVAL AND CHANGE AUTHORIZATION The original project and funding allocation was established by issuance of a CITY purchase order, subject to the terms and conditions contained in the CITY’s solicitation, Project Manual, Drawings, Specifications, and/or the CONTRACTOR’s service and price proposal, which collectively form the terms of an agreement between the CITY and the CONTRACTOR for the performance of the Work. This proposed change to the agreement requires approval by the City Manager under the CITY’s Purchasing Rules and Regulations and is consistent with any action by the City Commission to award the Work to the CONTRACTOR. It is expressly understood and agreed that the approval of the Change Order shall have no effect on the original agreement other than matters expressly provided herein. CONTRACTOR acknowledges, by its execution and acceptance of this Change Order, that the adjustments in contract price and time shown hereon constitute full and complete compensation and satisfaction for all costs and modifications of performance time incurred by the CONTRACTOR as a result of this Change Order. No other claim for increased costs of performance or modifications of time will be granted by the CITY for the Work covered by this Change Order. The CONTRACTOR hereby waives and releases any further claims for cost or time against the CITY arising from or relating to the matters or Work set forth or contemplated by this Change Order. [Balance of this page was left blank intentionally] Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00842B RECOMMENDED BY: ACCEPTED BY: CITY OF OCOEE, FLORIDA [contractor name] By: By: Signature Signature Date: Date: Title: Title: APPROVED BY: CITY OF OCOEE, FLORIDA By: Date: Charles K. Smith, Department Director By: Date: Wanda Horton, Director of Finance By: Date: Robert D. Frank, City Manager By: Date: Rusty Johnson, Mayor Attest: Melanie Sibbitt, Acting City Clerk FOR USE AND RELIANCE ONLY BY THE APPROVED BY THE CITY OF OCOEE CITY OF OCOEE, APPROVED AS TO FORM COMMISSION IN A MEETING HELD ON AND LEGALITY THIS DAY OF , 20 UNDER , 20 AGENDA ITEM NO. . By: City Attorney 00843-1 SECTION 00843 CERTIFICATE OF SUBSTANTIAL COMPLETION OWNER's Project No. ENGINEER's Project No. CONTRACTOR Contract For Contract Date This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the following specified parts thereof: To Owner And To Contractor The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR and ENGINEER, and that Work is hereby declared to be substantially complete in accordance with the Contract Documents on ______________________________, (Date of Substantial Completion). A tentative list of items to be completed or corrected is attached hereto; Contractor shall provide the cost to complete each item. This list may not be all-inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents. When this Certificate applies to a specified part of the Work the items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00843-2 The date of Substantial Completion is the date upon which all guarantees and warranties begin, except as follows: The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities and insurance shall be as follows: RESPONSIBILITIES: OWNER CONTRACTOR The following documents are attached to and made a part of this Certificate: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00843-3 Executed by ENGINEER on , 20 (Engineer) By The CONTRACTOR accepts this Certificate of Substantial Completion on: , 20 . (Contractor) By END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00844 CITY OF OCOEE 1 N. BLUFORD AVE. Ocoee, Florida 34761 NON-COMPLIANCE NOTICE NO.: P R O J E C T D A T A: NAME: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 LOCATION: OTHER: PROJECT NO.: DATE: REFERENCE.: T O (C O N T R A C T O R): You are hereby notified that the following work or materials does not conform to the requirements of the Contract Documents noted above. Non-complying work may be required to be removed and replaced at no cost to the Owner. Non-compliance Notice was received by Contractor on (date): It shall be your responsibility to determine the corrective action necessary, and to determine whether you wish to By: discontinue operations until additional investigation by the Owner or Engineer confirm or refute the initial findings. Title: If you should not correct non-complying work in a timely manner, or continue to perform non-comply work, the Owner may stop the Work. (GC-13.10, SC-13.11). D E S C R I P T I O N (of non-conforming work or materials): ISSUED BY: TITLE: A T T A C H M E N T S (Listing of attached documents that support description): 1. Contractor Request for Information No. 4. 2. 5. 3. 6. OWNER: CONTRACTOR: ENGINEER: FIELD: SUBCONSULTANT: OTHER: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00845 CITY OF OCOEE 1 N. Bluford Avenue Ocoee, Florida 34761 FIELD ORDER & DIRECTIVE NO.: P R O J E C T D A T A: NAME: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project Bid: ITB #24-005 LOCATION: OTHER: PROJECT NO.: DATE: REFERENCE: T O (C O N T R A C T O R): You are hereby directed to execute promptly this Field Order which interprets the Contract Documents or orders minor changes in the Work without change in Contract Sum or Contract Time. If you consider that a change in Contract Sum or Contract Field Order was received on (date): Time is required, please submit your itemized proposal to the Engineer immediately and before proceeding with this By: Work. If your proposal is found to be satisfactory and in proper order, this Field Order will in that event be Title: superseded by a Change Order. D E S C R I P T I O N (of interpretation or change): ISSUED BY: TITLE: ___________________________________________________ A T T A C H M E N T S (Listing of attached documents that support description): 1. Contractor Request for Information No. 4. 2. 5. 3. 6. OWNER: CONTRACTOR: ENGINEER: FIELD: SUBCONSULTANT: OTHER: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 00846-1 SECTION 00846 SCHEDULE OF VALUES Pay Estimate No. ____________________ Project __________________________________________________ For Period Ending ___________________ Prepared by _______________________________ Page ____ of ____ A B C D E F G H I Item Description Bid Quantity Units Unit Price Bid Amount Complete Through Last Period Complete Through This Period Value of Items Completed Qty. % Qty. % Subtotals Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00847 CITY OF OCOEE REQUEST FOR PROPOSED 1 N. Bluford Avenue CHANGE Ocoee, Florida 34761 NO. SECTION A: City shall complete to request proposal from Contractor PROJECT DATA: NAME: Lakewood/Rewis Water Main Replacement - Federal Grant Funded ARPA Project PROJECT NO: LOCATION: DATE: OTHER: REFERENCE: TO (CONTRACTOR): Please provide the undersigned a proposal for the following change in the work within seven (7) calendar days after receipt of this request. The written proposal must clearly delineate the scope of the proposed change in the work providing an itemized estimate of the time and all material and labor (by trade), subcontract and overhead costs and fees. Any amount claimed for subcontracts must be similarly supported. DESCRIPTION of change in work: Change Order Type: Deletion Addition Revision Other: ( ) Constraints of Change: Initiated by: Changes in Owner Requirements Unforeseen Conditions Others: ( ) Proposal must be received by: ATTACHMENTS (Listing of attached documents that support description): 1. Contractor Request for Information No. 4. 2. Plan Revisions: 5. 3. 6. OWNER: CONTRACTOR: ENGINEER: FIELD: CONSTRUCTION ADMINISTRATOR: OTHER: SUBCONSULTANT: Date Received From Contractor: Date Returned to Contractor With Comments: Date Returned to City: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00847 Section B: To be completed by City after receipt of Proposal from Contractor PRICING INFORMATION: Method of Pricing: A. Established Contract Unit Price(s) B. Negotiated Unit Price(s) (including Overhead and Profit) C. Negotiated Lump Sum (including Overhead and Profit) D. Actual Cost of Work plus Fixed Percent for Overhead and Profit E. A combination of A, B, C, D DESCRIPTION OF WORK: By General Contractor By Subcontractor ITEM OF WORK QUANTITY PRICE TOTAL Attach additional pages if necessary. NET TOTAL COST OF THIS CHANGE PROPOSAL $ EXTENSION OF CONTRACT TIME: As part of this Change Proposal the Contractor requests an extension of the contract time in the amount of additional days. Provide thorough documentation in support of the request for additional time: A requirement of this Change Proposal will be to provide record drawing information for all of the affected items of work RECOMMENDATION BY ENGINEER/CONSTRUCTION ADMINISTRATOR: Comments: Signature of Engineer/Construction Administrator: Date: ACCEPTANCE BY OWNER: Comments: Signature: Date: I, , of agree to the costs and terms of RFP (Name) (Company) (No.) this day of , 2018 (day) month) (year) City Item # Element Weather Equipmen Manpowe Contracto y of Ocoee Ut Utilit 1800 Ocoe t Adequa □ nt □ er □ or ilities Depart ties Departme 0 A D Mims Ro ee, FL 34761 Description ate Inadeq □ □ □ ment • 1800 ent oad P Cond quate Note □ □ □ De A D Mims Ro Technicia Date Project Name Pay Item Daily Qty ditions & R es escription o oad • Ocoee, an’s Daily e: e: ms y Units Resources of Work Inspector FL 34761 • 40 y Report 07‐905‐3159 Location Moree □ Sample Ocoee WWTF Electrical Upgrade and Expansion ITB #24-001 00861-1 SECTION 00861 APPLICATION AND CERTIFICATE FOR PAYMENT FORM Application No.____ Progress Payment Final Payment P.O. No.: ____________ Contractor: _______________________________________ Contract Date: ______________ Application Date:__________________________________ For Period Ending_____________ City Project Nos.: _______________________________ Project Name: _ITB 24-001 Ocoee WWTF Electrical Upgrade and Expansion________ Construction Start Date: ____________________ End Date: ___________________________ Construction Days – Total: __________ Elapsed: ________ Remaining: ________ 1. Original Contract Amount $ 2. Sum of Approved Change Orders to Date (from Table) $ 3. Current Contract Amount (Sum of Lines 1 and 2) $ 4. Total of Prior Pay Applications (including retainage) $ 5. Amount of this Pay Application (including retainage; from Bid Item Quantity Spreadsheet) $ 6. Total Earned to Date (Sum of Lines 4 and 5) $ 7. Total of Payments Made by City to Date $ 8. Retainage Held from Prior Pay Applications $ 9. Retainage to Be Held in this Pay Application $ 10. Total Retainage Held to Date (Sum of Lines 8 and 9) $ 11. Total Earned to Date less Retainage (Line 6 minus Line 10) $ 12. Total Earned less Retainage for this Pay Application (Line 5 minus Line 9) $ 13. Total Amount to Be Paid by City for this Application (Line 11 minus Line 7) $ Approved Change Orders Change Order No. Date Approved by City Date Accepted by Contractor Total Change in Contract Price Total (Write in Line 2, above) 00861-2 ITB #22-001 Ocoee Wellness Park Contractor's Certification The undersigned Contractor hereby swears under penalty of perjury that (1) all previous progress payments received from the Owner on account of Work performed under the contract referred to above have been applied by the undersigned to discharge in full all obligations of the undersigned incurred in connection with Work covered by prior Applications for Payment numbered 1 through _____ inclusive (not applicable for first application.); and (2) all materials and equipment incorporated in said Project or otherwise listed in or covered by this Application for Payment are free and clear of all liens, claims, security interest and encumbrances; (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective as that term is defined in the Contract Documents. Dated _______________, 20__ (Contractor) By: (Name) (Title) COUNTY OF STATE OF Before me on this __________ day of _______________, 20__, by means of ☐ physical presence or ☐ online notarization, personally appeared __________________________, known to me, who being duly sworn, deposes and says that he/she is the ______________________________ of the Contractor above mentioned; that he/she executed the above Application for Payment and statement on behalf of said Contractor; and that all of the statements contained therein are true, correct and complete. Notary Public My Commission Expires Payment shown on Line 13 is recommended by City’s Resident Project Representative and authorized by the Owner: By: Date: Representative’s Authorized Signature By: Date: Owner’s Authorized Signature Title Project: Contractor: Beginning Date Closing Date Application Date Total Earned to Date (incl. Ret.) Total Retainage to Date Retainage per Pay Application Payment Amounts Total Previous Payments $0.00 Project Earnings, Retainage and Payment Summary 0 Payment No:Sample 0 Payment Period:Start:End: Project Name: Contractor:0 Pay Item No:Description Units Quantity To Date Unit Price Total Price Total To Date: Partial Payment Summary of Values Partial Payment No: $0.00 sample Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00861D Contractor's Certification of Payment The undersigned Contractor hereby swears under penalty of perjury that (1) all previous progress payments received from the Owner on account of Work performed under the contract referred to above have been applied by the undersigned to discharge in full all obligations of the undersigned incurred in connection with Work covered by prior Applications for Payment numbered 1 through _____ inclusive (not applicable for first application.); and (2) all materials and equipment incorporated in said Project or otherwise listed in or covered by this Application for Payment are free and clear of all liens, claims, security interest and encumbrances; (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective as that term is defined in the Contract Documents. Dated _______________, 20__ (Contractor) By: (Name) (Title) COUNTY OF STATE OF Before me on this __________ day of _______________, 20__, personally appeared __________________________, known to me, who being duly sworn, deposes and says that (s)he is the ______________________________ of the Contractor above mentioned; that(s) he executed the above Application for Payment and statement on behalf of said Contractor; and that all of the statements contained therein are true, correct and complete. Notary Public My Commission Expires Payment shown on Line 13 is recommended by City’s Resident Project Representative and authorized by the Owner: By: Date: Representative’s Authorized Signature By: Date: Owner’s Authorized Signature Title Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00863 CONTRACTOR'S FINAL RELEASE OF LIEN Before me the undersigned authority in said County and State, appeared ___________________________________ who, being first duly sworn, deposes and says that he is __________________________ of __________________________, a company and/or corporation authorized to do business under the laws of Florida, which is the Contractor on the Contract described as: ___________________________________________ dated the ______ day of ________________, 20_____, that the said deponent is duly authorized to make this affidavit by resolution of the Board of Directors of said company and/or corporation; that deponent knows of his own knowledge that said Contract has been complied with in every particular by said Contractor and that all parts of the work have been approved by the Owner's Engineers; that there are no bills remaining unpaid for labor, material, or otherwise, in connection with said Contract and work, and that there are no suits pending against the undersigned as Contractor or anyone in connection with the work done and materials furnished or otherwise under said Contract. Deponent further says that the final estimate which has been submitted to the owner simultaneously with the making of the affidavit constitutes all claims and demands against the Owner on account of said Contract or otherwise, and the acceptance of the sum specified in said final estimate will operate as a full and final release and discharge of the Owner from any further claims, demands or compensation by Contractor under the above Contract. Deponent further agrees that all guarantees under this Contract shall be in full force from the date of this release as spelled out in the Contract Documents. Sworn to and subscribed to before me this __________ day of _________________, 20_____. Notary Public My Commission Expires We, the _________________________ having heretofore executed a Performance Bond for the above-mentioned Contractor covered Project and Section as described above in the sum of____________________________________________________dollars ($_______________), hereby agree that the Owner may make full payment of the final estimate, including the retained percentage, to said Contractor. It is fully understood that the granting of the right to the Owner to make payment of the final estimate to said Contractor and/or his assigns, shall in no way relieve the surety company of its obligations under its bond, as set forth in the Specifications, Contract and Bond pertaining to the above Project. Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00863 IN WITNESS WHEREOF, the _________________________________________ has caused this instrument to be executed on its behalf by its ____________________________________ and/or its duly authorized attorney in fact, and its corporate seal to be hereunto affixed, all of this __________________ day of __________________________, A.D., 20_______. Surety Company Attorney in Fact (Power of Attorney must be attached if executed by Attorney in Fact) STATE OF FLORIDA COUNTY OF ______________________________ Before me the undersigned authority, personally appeared to me well known as the person described in and who executed the foregoing instrument in the name of __________________________ and/or ______________________________ purpose therein expressed and that he had due and legal authority to execute the same on behalf of said ___________________________________________, a corporation. IN WITNESS WHEREOF, I have hereunto set my hand and official seal at ___________________________ this _______________ day of _____________________, 20_____. Notary Public END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00864 SHOP DRAWING SUBMITTAL Owner: City of Ocoee Specification No.: 1800 A. D. Mims Project: Ocoee, Fl. 34761 Contractor: FOR CITY USE ONLY DATE RECEIVED DATE RETURNED Owner's Project No.: Contractor's Submittal No.: Contractor's Project No.: Resubmittal Yes _____ No _____ ITEM NO RESUBMITTAL NO. NO. COPIES VENDOR DESCRIPTION ENGINEER'S ACTION ACTION CODE (As defined in the General Conditions) A APPROVED SUBMITTED BY: AN APPROVED AS NOTED Contractor AN/R APPROVED AS NOTED NOTED, RESUBMIT SPECIFIED ITEMS NA/R NOT APPROVED/REVISE AND RESUBMIT (DO NOT ORDER OR FABRICATE UNTIL APPROVED) DATE: ENGINEERS COMMENTS: Distribution • Contractor ___ Copies • Owner ___ Copies • ML Office ___ Copies • ML Subconsultant ___ Copies • ML Field ___ Copies Discipline Review: Reviewed By Date Discipline Review: Reviewed By Date Project Manager Date END OF SECTION Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00865 CERTIFICATE OF FINAL INSPECTION Agreement Title: City Contract No.: TO: CONTRACTOR: Project Manager: A joint inspection of the Work described in the Contract Documents has been made by the Owner, the Owner's Engineer and the Contractor on _________________ (date) in accordance with Section 1.14.A of the General Requirements, and is accepted by the Owner, subject to the provisions of subsection 1.14.B.4 of the General Requirements for a Corrective Period subject to the provisions of Article 13.07 of the General Conditions or as otherwise agreed upon and attached. Accepted by: CONTRACTOR By: Date: ENGINEER By: Date: Approved: OWNER: Date: Date: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00868 CITY OF OCOEE 1 N. Bluford Avenue Ocoee, Florida 34761 CONTRACTOR’S REQUEST FOR INFORMATION No.: P R O J E C T D A T A: NAME: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project Bid: ITB # 24-005 LOCATION: OTHER: PROJECT NO.: DATE: REFERENCE: Q U E S T I O N: BY: DATE: R E P L Y: BY: DATE: OWNER: CONTRACTOR: ENGINEER: FIELD: SUBCONSULTANTT: OTHER: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00879 This Instrument Prepared By: Name ___________________________________ Address ___________________________________ WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the final payment in the amount of $ ______________________, hereby waives and releases its lien and right to claim a lien for labor, services or materials furnished through ____________________, 20 ____, to _________________________ (customer) on the job of _________________________ (owner of property) to the following described property: WITNESS my hand and seal this __________ day of ____________________, 20 ____. Lienor's Name _________________________ Address _________________________ By _________________________ Printed Name _________________________ Sworn to and subscribed before me by _________________________ who is personally known to me or produced _________________________ as identification, and who did ___ take an oath, this __________ day of ____________________, 20 ____. Signature of Notary _______________________________ SEAL: Printed Name of Notary ___________________________ Commission No./Expiration ________________________ Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00881 This Instrument Prepared By: Name ___________________________________ Address ___________________________________ WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ _______________, hereby waives and releases its lien and right to claim a lien for labor, services or materials furnished through ____________________, 20 ____, to _________________________ (customer) on the job of _________________________ (owner of property) to the following described property: This waiver and release does not cover any retention or labor, services, or materials furnished after the date specified. WITNESS my hand and seal this __________ day of ____________________, 20 ____. Lienor's Name _________________________ Address _________________________ By _________________________ Printed Name _________________________ Sworn to and subscribed before me by _________________________ who is personally known to me or produced _________________________ as identification, and who did ___ take an oath, this __________ day of ____________________, 20 ____. Signature of Notary _______________________________ SEAL: Printed Name of Notary ___________________________ Commission No./Expiration ________________________ Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00883 CONTRACTOR'S FINAL AFFIDAVIT STATE OF FLORIDA, COUNTY OF____________________. BEFORE ME, the undersigned authority, duly authorized to administer oaths and take acknowledgments, personally appeared _________________________ who being duly sworn, deposes and says: 1. He is the _________________________(title) of _________________________(name of business) hereinafter referred to as "Contractor." 2. At all times material hereto, Contractor has been doing business in _________________________ County, Florida. 3. This Affidavit is made pursuant to Section 713.06(3)(d)(1), Florida Statutes, for the purpose of acknowledging full and final payment to the Contractor for work done and materials supplied on real property described as: (property description) 4. That all lienors engaged by the Contractor to perform or provide labor, services and/or materials under the contract between Contractor and the owner of the above-described property have been paid in full, except as follows: Name/Address _______________________________________________________ Amount Due _______________________ Name/Address _______________________________________________________ Amount Due _______________________ FURTHER AFFIANT SAYETH NOT. __________________________________ (Signature of Contractor) Sworn to and subscribed before me by _________________________ who is personally known to me or produced _________________________ as identification, and who did ______ take an oath, this __________ day of ____________________, 20 ____. Signature of Notary _________________________ Printed Name of Notary _________________________ Commission No./Expiration _________________________ SEAL: Lakewood/Rewis Water Main Replacement – Federal Grant Funded ARPA Project ITB #24-005 FORM 00885 CONTRACTOR'S INTERIM AFFIDAVIT STATE OF FLORIDA, COUNTY OF____________________. BEFORE ME, the undersigned authority, duly authorized to administer oaths and take acknowledgments, personally appeared _________________________ who being duly sworn, deposes and says: 1. He is the _________________________(title) of _________________________(name of business) hereinafter referred to as "Contractor." 2. At all times material hereto, Contractor has been doing business in _________________________ County, Florida. 3. This Affidavit is made pursuant to Section 713.06(3)(c)(1), Florida Statutes, for the purpose of acknowledging full payment to the Contractor for work done and materials supplied through ____________________, 20 ____, on real property described as: (property description) 4. That all lienors engaged by the Contractor to perform or provide labor, services and/or materials under the contract between Contractor and the owner of the above-described property have been paid in full for all work done or materials supplied through ____________________, 20 ____, except as follows: Name/Address _______________________________________________________ Amount Due _______________________ Name/Address _______________________________________________________ Amount Due _______________________ FURTHER AFFIANT SAYETH NOT. _______________________ (Signature of Contractor) Sworn to and subscribed before me by _________________________ who is personally known to me or produced _________________________ as identification, and who did ___ take an oath, this __________ day of ____________________, 20 ____. Signature of Notary _______________________________ SEAL: Printed Name of Notary ___________________________ Commission No./Expiration ________________________ Mayor Commissioners Rusty Johnson Scott R. Kennedy, District 1 Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 Robert Frank Ages Hart, District 4 Addendum No. 1 ITB #24-005 Lakewood/Rewis Water Main Replacement – Federal Funded ARPA Project Page 1 March 19, 2024 ADDENDUM NO. ONE (1) CITY OF OCOEE ITB #24-005 LAKEWOOD/REWIS WATER MAIN REPLACEMENT – FEDERAL GRANT FUNDED ARPA PROJECT This addendum shall modify and become a part of the original ITB Documents for ITB #24-005. This addendum consists of two (2) pages, including attachments. Bidders should acknowledge receipt of this addendum in the space provided in the Bid Form. Failure to do so may subject the Bidder to disqualification. Answers to questions received and/or Amendments to the ITB Documents are as follows: Q1. Should there be included stripping costs associated with the removal and replacement of asphalt? Are there any quantities of stripping that would need to be done during this project either in the main section or the alternate? A1. Yes, stripping should be part of the cost Bid Item No. 47 and Bid Item No. ALT6. And it is recommended that the Contractor visit the site to determine quantity. Shall be based on existing stripping of the road at a minimum. Q2. For Pavement Restoration, the existing pavement is SP-12.5. What is the asphalt thickness & base thickness? Also, does the base use limerock? A2. Refer to notes on plan sheets C-10 an C-11 along with the City’s construction details and the latest edition of the City’s ESM (Article 3) and FDOT’s Design Standards. Q3. How long can an open-cut trench be before we are required to close it up & restore the existing site around it? A3. This will vary depending on the area of the crossing, existing conditions, and traffic conditions. More detail can be given when discussed during the Pre-Construction Meeting. The Contractor shall responsible for maintaining the open cut before restoration. Q4. What is the Engineer's Estimated & amount for Liquidated Damages? Addendum No. 1 ITB #24-005 Lakewood/Rewis Water Main Replacement – Federal Funded ARPA Project Page 2 A4. Approx. $1.7 Million. Please see Bid Documents for Liquidated Damages. Q5. Regarding MOT, are we allowed to close off one-lane when performing open-cutting on one side of the road? A5. This will vary depending on the area of the crossing, existing conditions, and traffic conditions. More detail can be given when discussed during the Pre-Construction Meeting. The Contractor shall responsible for maintaining the open cut before restoration. Q6. Regarding MOT, are we allowed to close off both lanes when performing open-cutting cross the entire width of the road? A6. Please refer to A5. Q7. We will need to mail in an official copy of our bid bond within 5-Days after the Bid Opening. Are we allowed to hand deliver the bid bond? If so, where exactly do we drop it off? A7. Yes, the bid bond can be hand delivered at Ocoee City Hall; 1 N. Bluford Ave Ocoee, FL 34761. Tell the receptionist you are dropping off the bond to Alexis Chentouf in purchasing. Q8. What are the details for providing temporary restoration to the roads? Also, how much of the road can be left "temporarily restored" until we need to apply final asphalt pavement? A8. The city shall follow the City’s Engineering Standards Manual and FDOT’s Latest Standards. The City will allow FDOT standard crushed concrete road base at a minimum to be maintained by Contractor Q9. Bid Item #47 calls for Removal and Replacement of Asphalt @ 1760 SY. Can you please clarify the asphalt type and thickness that will need to be replaced? The Alternate paving items mentions 1.5” with Type SP-12.5. Should the line item #47 be the same as this? A9. Yes, line item #47 should be the same, 1.5” of SP-12.5. Alexis Chnetouf Alexis Chentouf Purchasing Technician cc: Jamie Croteau, Utilities Director Mayor Commissioners Rusty Johnson Scott R. Kennedy, District 1 Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 Robert Frank Ages Hart, District 4 Addendum No. 1 ITB #24-005 Lakewood/Rewis Water Main Replacement – Federal Funded ARPA Project Page 1 March 19, 2024 ADDENDUM NO. TWO (2) CITY OF OCOEE ITB #24-005 LAKEWOOD/REWIS WATER MAIN REPLACEMENT – FEDERAL GRANT FUNDED ARPA PROJECT This addendum shall modify and become a part of the original ITB Documents for ITB #24-005. This addendum consists of one (1) page. Bidders should acknowledge receipt of this addendum in the space provided in the Bid Form. Failure to do so may subject the Bidder to disqualification. Answers to questions received and/or Amendments to the ITB Documents are as follows: Q1. What is the road base spec for this project/ please include material and depth along with any other pertinent information? A1. Refer to notes on plan sheets C-10 an C-11 along with the City’s construction details (PW Details) and the latest edition of the City’s ESM (Article 3) and FDOT’s Design Standards. Q2. In the alternative bid, the paving material is called out. Please provide, where possible, a detail of the roadway restoration for this project that includes definitive and consistent guidance on restoration limits as well as the desired material, depth and any other pertinent information. A2. Refer to notes on plan sheets C-10 an C-11 along with the City’s construction details (PW Details) and the latest edition of the City’s ESM (Article 3) and FDOT’s Design Standards. Q3. If available, please provide a geotech testing detail along with any other relevant information. A3. There is no Geotech information for this project. Alexis Chnetouf Alexis Chentouf Purchasing Technician cc: Jamie Croteau, Utilities Director LIST OF DRAWINGS SHEET NUMBER SHEET TITLE GENERAL G-01 TITLE SHEET, LOCATION MAP AND LIST OF DRAWINGS G-02 GENERAL NOTES G-03 ABBREVIATIONS AND SYMBOLS G-04 BACTERIOLOGICAL SAMPLING AND TEST HOLE LOCATIONS TABLES CIVIL C-01 KEY MAP C-02 PLAN AND PROFILE STA 0+00 TO STA 3+60 C-03 PLAN AND PROFILE STA 3+60 TO STA 8+60 C-04 PLAN AND PROFILE STA 8+60 TO STA 13+60 C-05 PLAN AND PROFILE STA 13+60 TO STA18+60 C-06 NORTH WM PLAN AND PROFILE STA 18+60 TO STA 22+08 C-06A SOUTH WM PLAN AND PROFILE STA 20+00 TO STA 24+00 C-07 PLAN AND PROFILE STA 24+00 TO STA 29+00 C-08 PLAN AND PROFILE STA 29+00 TO STA 34+00 C-09 PLAN AND PROFILE STA 34+00 TO STA 39+00 C-10 PAVEMENT RESTORATION - SHEET 1 C-11 PAVEMENT RESTORATION - SHEET 2 C-12 CONFLICT DETAILS - SHEET 1 C-13 CONFLICT DETAILS - SHEET 2 STANDARD DETAILS CD-01 CITY STANDARD DETAILS - SHEET 1 CD-02 CITY STANDARD DETAILS - SHEET 2 CD-03 CITY STANDARD DETAILS - SHEET 3 D-01 STANDARD DETAILS D-02 POLLUTION PREVENTION DETAILS D-03 MATERIAL QUANTITY TABLE UTILITIES DEPARTMENT CITY OF OCOEE BID SET LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT HAZEN PROJECT NO.: 41154-002 FEBRUARY 2024 LOCATION MAP NOT TO SCALE PROJECT ENGINEER OF RECORD: MELANIE PECKHAM, PE No. 66487 HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 CITY COMMISSION RUSTY JOHNSON, MAYOR ROBERT D. FRANK, CITY MANAGER CRAIG SHADRIX, ASSISTANT CITY MANAGER SCOTT R. KENNEDY, DISTRICT 1 COMMISSIONER ROSEMARY WILSEN, DISTRICT 2 COMMISSIONER, PRO-TEM RICHARD FIRSTNER, DISTRICT 3 COMMISSIONER AGES HART, DISTRICT 4 COMMISSIONER N LAKEWOOD AVEREWIS S T REWI S S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD STRAKE LAKE WATER MAIN CONSTRUCTION NOTES:GENERAL NOTES: 1.A MAJORITY OF THE EXISTING WATER MAINS ARE ASBESTOS CEMENT (AC) MATERIAL, AND SPECIFIC CONSIDERATION MUST BE GIVEN WHEN WORKING WITH THIS MATERIAL. WHERE AC PIPE IS TO BE PLACED OUT OF SERVICE, ALL PIPING SHALL BE FULLY GROUTED AND CAPPED. WHERE AC PIPE IS DESIGNATED TO BE REMOVED, THE PIPE SHALL BE COMPLETELY REMOVED FROM THE GROUND AND PROPERLY DISPOSED OF, FOLLOWING ALL APPLICABLE LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER HANDLING AND DISPOSAL. DEP FORM 62-257.9000(1) SHALL BE SUBMITTED BY THE CONTRACTOR. REFER TO SPECIFICATION SECTIONS 02012, 02060 AND 03306 FOR ADDITIONAL REQUIREMENTS. 2.ALL MATERIAL USED IN THE CONSTRUCTION OF THIS PROJECT SHALL BE NEW AND IN ACCORDANCE WITH THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL APPROVED MANUFACTURER'S LIST, DETAILS AND APPLICABLE FDEP REGULATIONS. WHERE REFERENCED STANDARDS CONFLICT, THE MORE STRINGENT STANDARDS SHALL APPLY. 3.CONTRACTOR SHALL CONTACT SUNSHINE 811 A MINIMUM OF 2-DAYS AND A MAXIMUM OF 5-DAYS PRIOR TO START CONSTRUCTION. 4.LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. EFFORTS WERE MADE TO INDICATE CONFLICTS BUT SHALL NOT BE LIMITED TO CONFLICTS SHOWN ON THE PLANS. IF DISCREPANCIES ARE DISCOVERED IN THE FIELD, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY CONSTRUCTION REPRESENTATIVE. 5.CONTRACTOR SHALL PROVIDE TEMPORARY SANITATION FACILITIES FOR CONSTRUCTION PERSONNEL’S USE AND PAY ALL FEES FOR RENT, PUMP OUT, AND MAINTENANCE OF THE UNITS. UNAPPROVED DUMPING OF WASTE INTO EXISTING SANITARY LINES IS NOT ALLOWED. 6.CONTRACTOR SHALL SECURE THE STAGING AREA SITE FROM THE PUBLIC THROUGHOUT THE DURATION OF THE CONSTRUCTION CONTRACT TO PREVENT THEFT AND PROTECT PUBLIC FROM ACTIVE WORK AREAS. OPEN TRENCHES AND EXCAVATIONS SHALL BE FILLED IN EACH DAY OR OTHERWISE PROPERLY TAPED OFF WITH WARNING SIGNS POSTED TO PROMOTE PUBLIC SAFETY. 7.CONTRACTOR SHALL VERIFY IN THE FIELD THE LOCATION AND ELEVATION OF ALL EXISTING UTILITY CONNECTION POINT(S) PRIOR TO STARTING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE CITY CONSTRUCTION REPRESENTATIVE OF ANY DISCREPANCIES FOUND. 8.CONTRACTOR TO ENSURE CONTINUOUS UTILITY SERVICES DURING CONSTRUCTION OF PROPOSED UTILITY. ANY INTENTIONAL SERVICE INTERRUPTION SHALL BE COORDINATED WITH AND APPROVED BY THE AFFECTED UTILITY. 9.CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT EXISTING AND NEWLY CONSTRUCTED UTILITIES DURING CONSTRUCTION. SHOULD ANY UTILITY LINE OR COMPONENT BECOME DAMAGED OR REQUIRE RELOCATION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY CONSTRUCTION REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING UTILITIES CAUSED DURING HIS OPERATIONS WITH NO ADDITIONAL COMPENSATION. 10.CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT EXISTING STRUCTURES WITHIN THE CITY RIGHT-OF-WAYS DURING CONSTRUCTION. STRUCTURES SHOWN ON THE PLANS TO BE REMOVED AND REPLACED SHALL BE RESTORED TO THE GREATER OF THE EQUIVALENT PRE-CONSTRUCTION CONDITION OR CURRENT CITY SPECIFICATIONS. STRUCTURES DAMAGED BY CONSTRUCTION THAT ARE NOT SHOWN ON THE PLANS TO BE REMOVED AND REPLACED SHALL BE REPAIRED BY THE CONTRACTOR WITH NO ADDITIONAL COMPENSATION. 11.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY UNSUITABLE MATERIAL FROM THE CONSTRUCTION OPERATION. UNSUITABLE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. WHERE CONFLICTS EXIST BETWEEN REQUIREMENTS, THE MOST STRINGENT SHALL APPLY. 12.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. CONTRACTOR IS RESPONSIBLE FOR ANY SPECIAL PRECAUTIONS THAT MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 13.CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING THE AREA OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN EFFECTIVE BARRICADES, DANGER SIGNALS, SIGNS AND PEDESTRIAN DETOURS IN ALL AREAS WHERE REQUIRED FOR THE PROTECTION OF THE WORK AND THE SAFETY OF THE PUBLIC. 14.THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES, IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST EDITION. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN (INCLUDING FDOT INDEX NUMBERS) FOR BOTH VEHICULAR AND PEDESTRIAN TRAFFIC FOR REVIEW PRIOR TO BEGINNING CONSTRUCTION. FOR ANY PORTION OF THE MAINTENANCE OF TRAFFIC PLAN THAT DEVIATES FROM THE FDOT STANDARD INDEX, THE CONTRACTOR SHALL SUBMIT A PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. 15.THE CONTRACTOR SHALL TAKE ALL REASONABLE MEANS TO ELIMINATE THE TRANSPORT OF DUST FROM THE PROJECT SITE. SPECIAL MEASURES, SUCH AS PERIODICALLY APPLYING WATER TO THE WORK SITE TO PREVENT DUST SHALL BE INCORPORATED INTO THE CONTRACTORS WORK PLAN. THE CONTRACTOR SHALL ENSURE THAT ADJACENT PROPERTIES ARE NOT IMPACTED BY WIND EROSION OR EMISSIONS OF UNCONFINED PARTICULATE MATTER IN ACCORDANCE WITH RULE 62-296.320(4)(C)1. 16.ALL SECTION CORNERS OR PROPERTY CORNERS DISLOCATED OR DISTURBED BY THE CONSTRUCTION ACTIVITIES SHALL BE RESET BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR EXPENSE. 17.UNLESS OTHERWISE NOTED ON THE PLANS, FINAL GRADE SHALL GENERALLY BE THE SAME AS EXISTING GRADE. 18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL MAINS IN ACCORDANCE WITH CURRENT STANDARDS OF LOCAL JURISDICTION. CONTRACTOR SHALL NOTIFY THE CITY CONSTRUCTION REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS. 19.CONTRACTOR SHALL MAINTAIN AS-BUILT INFORMATION ON A REGULAR BASIS DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY AS-BUILT DRAWINGS IN ACCORDANCE WITH SECTION 3.01.05 OF THE CITY OF OCOEE ESM UPON COMPLETION OF THE WORK. (SEE CONTRACT DOCUMENTS). 20.ALL POTABLE AND FIRE SYSTEM COMPONENTS SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THESE SYSTEMS. 21.UNLESS OTHERWISE SHOWN, ALL PIPE SHALL BE INSTALLED VIA OPEN CUT CONSTRUCTION. 23.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND THE CITY OCOEE UTILITY INSPECTOR AT (407) 666-5209 AT LEAST 48 HOURS BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO COORDINATE WITH INDIVIDUAL UTILITY OWNERS FOR RELOCATION, SUPPORT OF POLES, ETC. THAT ARE NECESSARY FOR CONSTRUCTING THE PROJECT AS SHOWN IN THE PLANS. 24.THE CONTRACTOR SHALL COORDINATE WITH CITY OF OCOEE AND OBTAIN APPROVAL BEFORE BEGINNING ANY LANE CLOSING OPERATIONS. 25.CITY ROADS TO BE OPEN CUT SHALL BE TEMPORARILY RESTORED UTILIZING DETAILS IN THIS PLAN SET. FOR FINAL RESTORATION OF CITY ROADS, CONTRACTOR SHALL UTILIZE DETAIL PW002. ALL PAVEMENT MARKINGS SHALL BE REPLACED IN LIKE KIND AND WITH MATERIALS IN ACCORDANCE WITH CITY SPECIFICATIONS, LATEST EDITION. 26.ANY SIDEWALK BEING REMOVED SHALL BE REPLACED IN ACCORDANCE WITH A.D.A STANDARDS FOR RUNNING AND CROSS SLOPING REPAIRS SHALL BE PER CITY OF OCOEE STANDARD DETAIL THE CONTRACTOR SHALL PROVIDE ADEQUATE AS-BUILT SPOT ELEVATIONS TO DETERMINE CODE COMPLIANCE. 27.CONTRACTOR SHALL MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS DURING CONSTRUCTION 28.ASPHALT REPAIRS TO ADJACENT OPEN CUTS SHALL BE DONE AT THE SAME TIME TO AVOID MULTIPLE PATCHES AND JOINTS. 29.A PRECONSTRUCTION MEETING SHALL TAKE PLACE WITH CITY OF OCOEE STAFF, ENGINEER, UTILITY COMPANIES, AND CONTRACTOR BEFORE THE START OF CONSTRUCTION. 30.WATER AND WASTEWATER SYSTEMS SHALL NOT BE PLACED IN SERVICE (FOR TEMPORARY OR PERMANENT USE) UNTIL ALL TESTING AND INSPECTIONS HAVE BEEN COMPLETED. TEST REPORTS AND AS-BUILTS FOR THOSE SYSTEMS COMPLETED SHALL BE SUBMITTED AND CLEARANCE OBTAINED FROM APPLICABLE UTILITIES AND PERMITTING AGENCIES BEFORE ANY SUCH USE. 31.EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED. DRAINAGE STRUCTURES THAT HAVE NOT BEEN CALLED OUT TO BE REPLACED AND ARE DISTURBED BY THE CONSTRUCTION ACTIVITY SHALL BE REPLACED BY THE CONTRACTOR AT HIS SOLE EXPENSE. 32.ALL PIPING MATERIALS AND ANY MATERIALS THAT WILL BE IN DIRECT CONTACT WITH DRINKING WATER MUST CONFORM TO APPLICABLE AWWA AND NSF REQUIREMENTS. 33.ALL MATERIALS SHALL BE IN COMPLIANCE WITH CITY OF OCOEE STANDARDS. 34.ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE REQUESTED AND APPROVED IN WRITING PRIOR TO CONSTRUCTION. 35.IN CASE OF EMERGENCY. CONTACT THE CITY OF OCOEE UTILITIES ADMINISTRATION AT (497) 905-3159 DURING BUSINESS HOURS OR THE CITY OF OCOEE EMERGENCY DISPATCH AT (407) 428-5766 AFTER BUSINESS HOURS. 36.CONTRACTOR SHALL REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, APPROVED MATERIALS LIST AND CITY DETAILS. THE MOST STRINGENT STANDARD BETWEEN THE CITY OF OCOEE STANDARDS AND STANDARDS SET FORTH IN THESE NOTES SHALL BE FOLLOWED 37.AS-BUILTS SHALL BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS: A. ONE PDF COPY B. ONE CAD COPY DRAWN IN STATE PLANE COORDINATES 38.ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAY OR WALKWAY SHALL BE PROPERLY MARKED AND BARRICADED TO ASSURE THE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. 39.ALL TRENCHES OR OTHER EXCAVATIONS NEAR WALKWAYS, IN ROADWAYS OR THEIR SHOULDERS ARE TO BE BACK FILLED AND PROTECTED AT THE END OF EACH DAY. 40.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITHIN A REASONABLE PERIOD OF TIME TO ASSURE MINIMUM EROSION OF SOILS. ALL EXPOSED AREAS SHALL BE SODDED AS SPECIFIED WITHIN 30 DAYS OF FINAL GRADING. 41.CONTRACTOR TO EMPLOY BEST MANAGEMENT PRACTICES THROUGHOUT CONSTRUCTION IN ORDER TO ENSURE POLLUTION PREVENTION. CONTRACT TO COMPLY WITH ALL LOCAL STATE AND OTHER GOVERNMENTAL ENVIRONMENTAL REGULATIONS THROUGHOUT CONSTRUCTION. 42.ALL STATIONS, OFFSETS, AND ELEVATIONS ON THESE PLANS ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENT BASED ON FIELD CONDITIONS. CONTRACTOR TO PROVIDE CONSISTENT WATER MAIN SLOPE BETWEEN ELEVATIONS INDICATED ON PLANS. 43.ANY DISTURBED RESIDENTIAL YARDS SHALL BE FINE GRADED AND SODDED WITH LIKE KIND SOD. ALL EDGES OF NEW SOD THAT ABUT EXISTING SOD SHALL BE CUT IN SO THE EXISTING GROUND COVER AND THE NEW SOD ARE FLUSH WITH EACH OTHER. 44. THE CONTRACTOR SHALL REPLACE / REPAIR ANY RIGHT-OF-WAY OR PRIVATE PROPERTY IMPROVEMENTS DAMAGED DURING THE COURSE OF THE WORK. 45.THE CONTRACTOR SHALL FURNISH AND INSTALL FITTINGS, COUPLINGS, CONNECTIONS, SLEEVES, ADAPTERS, HARNESS RODS AND CLOSURE PIECES AS REQUIRED TO CONNECT PIPELINES OF DISSIMILAR MATERIALS AND/OR SIZES FOR A COMPLETE INSTALLATION. 1.THE BOUNDARY, COORDINATES, ELEVATIONS, SURFACE FEATURES, AND EXISTING WATER MAIN LOCATION HEREIN ARE BASED ON SURVEY PREVIOUSLY COMPLETED BY BARNES FERLAND AND ASSOCIATES, LLC (FIELD WORK DATE UNKNOWN). 2.SUPPLEMENTAL SURVEY FOR EXISTING SUBSURFACE FEATURES WAS PROVIDED BY ECHO UES, INC., 400 STATE ROAD 434, SUITE 1024, OVIEDO, FLORIDA 32765. DATED JUNE 2023. THE LAST DATE OF FIELD EFFORT WAS ON 06/21/2023.THE LAST DATE OF EFFORT FOR TEST HOLE COLLECTION WAS ON 08/21/2023. 3.PROJECT HORIZONTAL AND VERTICAL POSITIONS FOR ALL FEATURES SHOWN ARE BASED ON CONTROL PROVIDED BY THE CLIENT AND IS ASSUMED. 4.THE LOCATION OF ALL EXISTING UTILITIES, POWER, WATER, SEWER, PHONE, COMMUNICATION AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER/OWNER IMMEDIATELY. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE IN ACCORDANCE WITH THE RESPECTIVE UTILITY COMPANY STANDARDS. IF IT IS REQUESTED THAT UTILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES, ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. G-02 GENERAL NOTES PLOT DATE: 2/12/2024 3:46 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\GENERAL\G-02 Saved by HP Save date: 2/2/2024 11:50 a. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 PROJECT SURVEY NOTES: A. POTABLE WATER, RECLAIMED WATER, SANITARY SEWER: CITY OF OCOEE (407) 905-3159 B. TELEPHONE: CENTURYLINK (850) 599-1444 C. TELEPHONE: CHARTER COMMUNICATIONS (407) 532-8520 D. ELECTRIC: DUKE ENERGY (407) 629-1010 UTILITY PROVIDERS: 1.EXISTING AC WM UNDER THE ROAD SHALL BE REMOVED AND DISPOSED OF MEETING ALL FEDERAL, STATE, AND LOCAL ENVIRONMENTAL REQUIREMENTS. 2.EXISTING AC WM PLACED OUT OF SERVICE SHALL BE CUT, GROUT FILLED, AND CAPPED. AC WM SHALL BE COMPLETELY FILLED WITH NON-STRUCTURAL GROUT. 3.AC WM PLACED OUT OF SERVICE SHALL BE FIELD MARKED WITH LOCATOR BALLS. LOCATOR BALLS TO BE PLACED ON THE EXISTING AC WM AT ALL CHANGES IN DIRECTION AND AT 100 FEET INTERVALS ALONG STRAIGHT RUNS OF PIPE. 4.AC PIPE SHALL BE REMOVED IN A MANNER TO PREVENT IT FROM BECOMING FRIABLE. 5.INSTALL NEW HYDRANTS IN VICINITY OF EXISTING HYDRANTS AND INSTALL NEW ISOLATION VALVES ON THE NEW WATER MAINS AS NOTED. 6.PRESSURE TEST AND DISINFECT EACH SECTION OF NEW WATER MAIN BETWEEN ISOLATION VALVES AND OBTAIN CLEARANCE FROM FDEP PRIOR TO MAKING CONNECTIONS TO CUSTOMERS. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL BACTERIOLOGICAL TESTING PER FDEP REQUIREMENTS AND THESE CONTRACT DOCUMENTS. CONTRACTOR SHALL SCHEDULE A CERTIFIED WATER LAB TO PULL BACTERIOLOGICAL SAMPLES NO MORE THAN 24 HOURS AFTER DISINFECTING WATER MAINS. 8.CONTRACTOR SHALL COORDINATE WITH THE CITY AND RESIDENTS WHEN TRANSFERRING SERVICES FROM EXISTING MAINS TO NEW MAINS. NO SERVICES SHALL BE TRANSFERRED UNTIL NEW MAINS HAVE BEEN APPROVED FOR USE. WATER SERVICE SHALL BE MAINTAINED AT ALL TIMES. WHERE SHUTDOWN IS REQUIRED, THE LOSS OF SERVICE SHALL BE KEPT TO A MINIMUM, AND PRE-APPROVED BY ENGINEER AND OWNER. CONTRACTOR SHALL PROVIDE ADVANCE NOTICE TO THE CITY OF OCOEE AND SERVICE CONNECTIONS PRIOR TO ANY LOSS OF SERVICE. WHERE REMOVAL SEQUENCING REQUIRES TEMPORARY SERVICES BE INSTALLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SUCH SERVICES. 9.NOTIFY EACH CUSTOMER AT LEAST 48 HOURS BEFORE DISCONNECTING WATER SERVICE FOR THE REPLACEMENT OF EXISTING POTABLE WATER FEED. NOTIFICATION SHOULD BE MADE BY DOOR HANGERS WITH WORDING APPROVED BY THE CITY AND PROVIDE DATE AND TIME PERIOD THAT CAN BE EXPECTED FOR THE INTERRUPTION OF SERVICE. 10.AFTER ALL CUSTOMERS HAVE BEEN TRANSFERRED TO THE NEW WATER MAIN, CUT AND PLUG THE CONNECTIONS TO THE EXISTING WATER MAIN AT THE TIE-IN POINT TO THE DISTRIBUTION SYSTEM BEFORE REMOVING EXISTING MAINS. 11.SERVICE CONNECTION TO NEW WATER MAINS SHALL INCLUDE SERVICE SADDLES, CORP STOPS, POLY TUBING, ANGLED CURB STOPS AND RECONNECTION TO EXISTING METERS. 12.ALL NEW WATER MAINS REQUIRE A FULL DIAMETER FLUSH WITNESSED BY THE CITY OF OCOEE UTILITY INSPECTOR. PRELIMINARY PRESSURE TESTING IS REQUIRED PRIOR TO SCHEDULING ANY FORMAL TESTING WITH THE CITY'S UTILITY INSPECTOR. 13.CONTRACTOR SHALL CONTACT THE CITY OF OCOEE UTILITY INSPECTOR AT LEAST 48 HOURS PRIOR TO ALL PRESSURE TESTS AND DISINFECTION OF WATER MAINS. 14.ALL JOINTS OF WATER MAINS SHALL BE RESTRAINED. ASSUME THAT THE EXISTING PIPE IS NOT RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS, FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH DETAIL 4 ON CD-01. FOR ASBESTOS CEMENT TIE-INS, RESTRAIN EXISTING PIPE JOINTS, FITTINGS AND VALVES WITH THRUST BLOCKS OR DEADMAN. 15.MAXIMUM DEFLECTIONS AT PIPE JOINTS, FITTING AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION. CJ CONSTRUCTION JOINT T.O.B. TS TRANS TOE T.O.P. TRANSFORMER TOE OF BERM TOP OF PIPE TOP OF BANK TAPPING SLEEVE UGE UG WTR VERT WATER VERTICAL UNDERGROUND UNDERGROUND ELECTRIC W WWF WL W WELDED WIRE FABRIC WITH WATER LEVEL WEST PL RADR RADIUS PROPERTY LINE INSIDE DIAMETERID RED REINF REQD REDUCER REQUIRED REINFORCING SHT SS SQ SPEC SECT SQUARE SPECIFICATION SHEET STAINLESS STEEL SECTION ISOLATION INTERIOR INSULATION INVERT JOINT JUNCTION BOX INSUL INT ISO INV JT JB LINE MANHOLE LOW POINT MAXIMUM MASONRY OPENING MECHANICAL MANUFACTURER LN LP MH MO MANUF MECH MAX LG LONG STL S STRUC STEEL STRUCTURAL SOUTH TOPT TB SWK THK TI TBD TEMP TEMPERATURE INDICATOR THICK TO BE DETERMINED TEMPORARY SIDEWALK TOP OF BERM MISCELLANEOUS NORTH NOT IN CONTRACT MOV MISC N NIC NUMBER OPENING NOT TO SCALE OVERHEAD WIRE ON CENTER PAGE OUTSIDE FACE OUTSIDE DIAMETER NTS NO OPNG OC OHW OD OF PG MOTOR OPERATED VALVE TYP TOC TOS TOP OF CONCRETE TOP OF SLAB TYPICAL POTABLE PRESSURE SWITCHPS POT TO THROUGHOUT MINIMUMMIN DOWN DRAIN DRAWING DN D DWG GENERAL ANCHOR BOLT ANGLE ALUMINUM AB ALUM DRIVEWAY EACH EAST EXPANSION BOLT EA E EM EB DW ECCENTRIC EACH FACE EACH WAY EQUIPMENT ELEVATION ELECTRIC EF EQUIP EOP ELELEV ECC ELEC EW ARCHITECTURAL ASPHALT BOTTOM BUILDING BOLLARDBOL BOTT ARCH BLDG ASPH CORROSION PROTECTIONCP CBS CLP CONCRETE LIGHT POLE CONCRETE BLOCK & STUCCO APPROX APPROXIMATE DIP DUCTILE IRON PIPE PIPING IPS IRON PIPE SIZE VALVES, FITTINGS, ETC. BV ARV CV CMP BFV CHECK VALVE AIR RELIEF VALVE BALL VALVE BUTTERFLY VALVE CORRUGATED METAL PIPE EXISTING FOOTING FLOOR FINISHFIN FL EXIST FTG FINISHED FLOOR GRADE GALVANIZED FRAME FE FF FR GR GALV CENTER LINE CONCRETE SLAB CENTER TO CENTER CHECKERED CL CS CC CHKD CONCRETE COLUMN DETAIL CONTINUOUS CONTRACTOR COL DET CONT CONTR CONC HIGH POINT HIGHH HP DIAMETER DIMENSION DIA DIM FH CPLG GV HB FLG FTG GATE VALVE HOSE BIB FIRE HYDRANT FLANGE FITTING COUPLING LR MJ NPT PV NATIONAL PIPE THREAD PLUG VALVE LONG RADIUS MECHANICAL JOINT SOV THD SOLENOID OPERATED VALVE THREADED ELECTRICAL METER EDGE OF PAVEMENT ABBREVIATIONS FIRE EXTINGUISHER, OR FLOW ELEMENT ANG HORIZONTALHORIZ EXPANSION JOINTEJ UNO UNLESS NOTED OTHERWISE TM TRANSMISSION MAIN (2) ON DRAWING C11 THIS DETAIL IDENTIFIED AS: (1) DETAIL CALL-OUT ON DRAWING C10 DETAIL IDENTIFICATION * NOTE: IF PLAN AND SECTION (OR DETAIL CALL-OUT AND DETAIL) ARE SHOWN ON SAME DRAWING, DRAWING NUMBER IS REPLACED BY A LINE. Legend CMP = Corrugated Metal Pipe CCR = Certified Corner Record CONC = Concrete TRAV = Traverse = Air Conditioning Unit = Benchmark = Electric Junction Box = Fiber Optic Marker = Fire Hydrant = Flat Grate Inlet = Gas Line Marker = Gas Meter = Gas Valve = Metal Light Pole = Metal Traffic Signal Pole = Parking Meter = Sign = Telephone Manhole = Telephone Pullbox = Telephone Riser = Televison Pullbox = Television Riser = Traffic Signal Panel = Transformer = Trashcan = Water Meter = Water Valve = Gate Valve = Bottom of Bank = Top of Bank = Gas Line Paint Marks = Treeline = Maple (Diameter in inches) = Oak (Diameter in inches) = Pine Tree (Diameter in inches) = Reclaimed Water Line = Buried Electric Line = Monitoring Well = Backflow Preventer BB TB G E F G G G PM T T T TV TV TR W RW E MW AVV AIR VACUUM VALVE ISV ISOLATION VALVE PRV PRESSURE RELIEF VALVE RW RECLAIMED WATER 1 M01 DETAIL 1 1/2" = 1'-0"M01 G-03 ABBREVIATIONS AND SYMBOLS DETAIL IDENTIFICATION PLOT DATE: 2/12/2024 3:46 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\GENERAL\G-03 Saved by HP Save date: 1/26/2024 12:10 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 GALVANIZED STEELGS PVC POLYVINYLCHLORIDE ASBESTOS CEMENTAC BACTERIOLOGICAL SAMPLING LOCATIONBSL * NOTE: AFTER TESTS REMOVE 3/4" TUBING AND INSTALL PLUG ON CORPORATION STOP. EXISTING GRADE 3/4" GATE VALVE 3/4" DIA. MIN., TYPE "K" COPPER, OR APPROVED EQUAL * CORPORATION STOP * DOUBLE STRAP SADDLEWATER MAIN 2'-0"MIN.1'-0"MIN.2'-6"MIN.G-04 BACTERIOLOGICAL SAMPLING AND TEST HOLE LOCATIONS TABLES PLOT DATE: 2/12/2024 3:46 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\GENERAL\G-04 Saved by HP Save date: 1/26/2024 3:33 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 BACTERIOLOGICAL SAMPLIING LOCATIONS TABLE DRAWING BSL#STATION LOCATION C-02 1 0+85, 0.55' R 8" DI WM C-02 2 0+83, 9.10' R 6" DI WM C-02 3 3+55, 31.20' L 6" DI WM C-03 4 6+78, 28.10' L 6 DI WM C-04 5 12+06, 10.00' L 8" DI WM C-06 6 22+08, 92.00' L 6" DI WM C-06A 7 29+49, 47.45' R 8" DI WM C-06A 8 20+50, 31.80' R 6" DI WM C-06A 9 22+01, 7.50' R 6" DI WM C-06A 10 23+74, 30.16' R 4" DI WM C-07 11 26+52, 18.70' R 6" DI WM C-07 12 27+52, 27.70' R 6" DI WM C-08 13 31+70, 22.90' R 6" DI WM C-08 14 31+73, 22.12' R 6" DI WM C-08 15 31+95, 8.02' R' 8" DI WM C-09 16 35+28, 40.60' R 6" DI WM C-09 17 37+09, 14.27' R 6" DI WM C-09 18 37+80, 15.05' L 8" DI WM DETAIL 1 N.T.S. TEMPORARY BACTERIOLOGICAL SAMPLING POINT - SCALE: 1" = 200' PLAN PLOT DATE: 2/12/2024 3:47 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-01 Saved by HP Save date: 11/30/2023 6:22 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-01 CIVIL KEY MAP C-02 C-03 C-04 C-05 C-06 C-07 C-08 C-09 N LAKEWOOD AVEREWI S S T REWI S S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD STARKE LAKE BELSAY RD C-06A FLEWELLING AVE te te R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/W R/WR/W R/W R/WCL CL CL CL CL CL CL CL R/WTH1-2 TH1-1 TH1-2A TH2-2A TH2-1 TH2-2 0+50 1+00 2+00 3+00 8" X 6" TEE STA 3+52, 10.44 L STA. 1+81.93, 2.25L 8" x 2" SERVICE SADDLE WITH 2" BRASS NPT ADAPTER AND 2" PE WM 8" GATE VALVE AND BOX STA 3+54, 10.46L STA. 1+77.44, 2.44L 1.0° VERT. DEFLEC. STA. 1+94.83, 2.99L 1.0° VERT. DEFLEC. 6" 22.5° BEND STA 3+52, 16.56 L 8" DI WM CLASS 350 8" X 6" TEE STA 0+87, 0.43 R STA. 3+10, 24.01L NEW FH ASSEMBLY 6" 45° BEND STA 0+82, 9.20 R 6" 45° BEND STA 0+87, 3.52 R 8" GATE VALVE AND BOX STA 0+84, 0.50R 6" GATE VALVE AND BOX STA 0+87, 2.14R 8" GATE VALVE AND BOX STA 1+84, 2.66L8" PLUG STA 0+83, 0.55 R STA. 1+81.99, 0.25L 2" GATE VALVE 8" 45° BEND STA 2+86, 5.89 L 8" 45° BEND STA 2+90, 9.69 L 8" X 6" TEE STA 3+10, 9.99 L 6" GATE VALVE AND BOX STA 3+10, 16.89L 6" 45° BEND STA 3+55, 30.57 L 6" 45° BEND STA 3+56, 27.71 L STA. 3+55.96, 33.00L 6" x 2" SERVICE SADDLE WITH 2" BRASS NPT ADAPTER AND 2" PE WM 1+00 2+00 3+003'-0"MIN. COVEREXISTING GRADE 8" DI WM CLA S S 3 5 0 12"MIN12"MIN12"MINSTA 3+528" X 6" TEECL 128.50STA. 1+77.441° VERT. DEFLEC.T.O.P. EL. 125.33STA 3+548" GATE VALVE AND BOXCL 128.50STA. 1+94.831° VERT. DEFLEC.T.O.P. EL. 125.33STA. 3+55.251° VERT. DEFLEC.T.O.P. EL. 128.83STA 0+848" GATE VALVE AND BOXCL 124.00STA 0+878" X 6" TEECL 124.00STA. 0+92.211° VERT. DEFLEC.T.O.P. EL. 124.33STA 2+868" 45° BENDCL 127.60STA 2+908" 45° BENDCL 127.60EXIST. 2" UNKINV EL. UNK.EXIST. 2" GS WMAPROX. TOP EL. 127.37STA 0+838" PLUGCL 124.00STA 1+848" GATE VALVE AND BOXCL 125.00STA 1+828"X2" SERVICE SADDLECL 125.00STA 3+108" X 6" TEECL 128.50EXIST. 6" AC WMINV EL. UNK.EXIST. UGTINV EL. UNK.SCALE: 1" = 20' PLAN HORIZONTAL VERTICAL SCALE:1" = 2' SCALE: 1" = 20' PROFILE PLOT DATE: 2/12/2024 3:49 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-02 Saved by HP Save date: 2/12/2024 3:44 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-02 CIVIL PLAN AND PROFILE STA 0+00 TO STA 3+60 KEY PLAN NTS AREA DEPICTED STA 3+60 MATCH LINESEE DWG C-03N LAKEWOOD AVEREWIS S T REWIS S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD LEGEND CL CONCRETE ELEVATION OVERHEAD ELECTRIC EXISTING STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING UNKNOWN PROPERTY LINE EASEMENT LINE R/W RIGHT OF WAY CENTERLINE RAIL ROAD PALM TREE OAK TREE HOLLY TREE PINE TREE UNIDENTIFIED TREE TO BE REMOVED TO BE GROUTED 10 20'020 1"=20'-0" EXIST. 6" AC WM EXIST. 6" AC WM EXIST. 2" GS WM 125ELEVATION 120 3+60 ELEVATION130 135 125 120 130 135LAKEWOOD AVE(65' R/W)REWIS ST (R/W VARIES) EXIST. 2" GS WM LAKEWOOD AVE(30' R/W)EXIST. 6" AC WM NOTES: 1.CONNECTION LOCATION SHALL NOT BE WITHIN THE RAILROAD RIGHT-OF-WAY. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND COORDINATING WITH EXISTING UTILITIES DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. 3.IN AREAS WHERE WATER MAIN IS CALLED OUT TO BE REMOVED WHERE WORK CANNOT BE MAINTAINED WITHIN CITY RIGHT-OF-WAY, CONTRACTOR SHALL GROUT SEGMENT OF PIPE. NO DEMOLITION WORK SHALL OCCUR ON PRIVATE PROPERTY. CONTRACTOR SHALL GET APPROVAL FROM OWNER FOR AREAS PROPOSED BY CONTRACTOR TO BE GROUTED. 4.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE REPLACED AT NO COST TO THE OWNER. 5.ASSUME THAT THE EXISTING PIPE IS NOT RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS, FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH DETAIL 4 ON CD-01. FOR ASBESTOS CEMENT TIE-INS, RESTRAIN EXISTING PIPE JOINTS, FITTINGS AND VALVES WITH THRUST BLOCKS OR CONCRETE DEADMAN IN ACCORDANCE WITH DETAIL 24 AND 25 ON SHEET D-02. 6.A MAJORITY OF THE EXISTING WATER MAINS ARE ASBESTOS CEMENT (AC) MATERIAL, AND SPECIFIC CONSIDERATION MUST BE GIVEN WHEN WORKING WITH THIS MATERIAL. WHERE AC PIPE IS TO BE PLACED OUT OF SERVICE, ALL PIPING SHALL BE FULLY GROUTED AND CAPPED. WHERE AC PIPE IS DESIGNATED TO BE REMOVED, THE PIPE SHALL BE COMPLETELY REMOVED FROM THE GROUND AND PROPERLY DISPOSED OF, FOLLOWING ALL APPLICABLE LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER HANDLING AND DISPOSAL. DEP FORM 62-257.9000(1) SHALL BE SUBMITTED BY THE CONTRACTOR. REFER TO SPECIFICATION SECTIONS 02012, 02060 AND 03306 FOR ADDITIONAL REQUIREMENTS. 7.REFER TO DRAWING C-10 AND C-11 FOR PAVEMENT RESTORATION LIMITS. 2" LINESTOP CUT AND CAP EXISTING PIPE TO BE RESTRAINED (SEE NOTE 5) CONNECT TO EXISTING 6" AC WM WITH A 45° BEND AND TRANSITION COUPLING (SEE NOTE 1) RECONNECT DOUBLE WATER METER SERVICE 18 CD-03 CONNECT TO EXISTING 2" GS WM WITH A RESTRAINED COUPLING. EXISTING PIPE TO BE RESTRAINED (SEE NOTE 5) 6" LINESTOP STA. 3+55.21, 10.47L 1.0° VERT. DEFLEC. CONNECT TO EXISTING 6" AC WM WITH A 45 BEND AND A TRANSITION COUPLING. EXISTING PIPE TO BE RESTRAINED (SEE NOTE 5) 267 LF OF OPEN CUT RECONNECT SINGLE WATER METER SERVICE 18 CD-03 6" LINESTOP CUT AND CAP MELVA AVE(50' R/W)RECONNECT EXISTING BLOWOFF AND VALVE CONFLICT DETAIL 3 3 C-12 APPROXIMATE LOCATION OF EXISTING 6" VALVE 11 CD-03 6" GATE VALVE AND BOX STA 3+52, 14.54L 6" DI WM CLASS 350. OPEN CUT LENGTH 23 FT 15 CD-03 15 CD-03 6" DI WM CLASS 350. OPEN CUT LENGTH 10 FT 2" PE WM. OPEN CUT LENGTH 9 FT BSL #1 BSL #2 BSL #3 CONFLICT DETAIL 1 1 C-12 CONFLICT DETAIL 2 2 C-12 1 G-04 1 G-04 APPROXIMATE EXISTING CONNECTION LOCATION OF 2" GS WM APPROXIMATE EXISTING CONNECTION LOCATION OF 6" AC WM 1 G-04 6" LINESTOP CUT AND CAP EXIST. 2" GS WM PROTECT CENTURYLINK BOX 6" DI WM CLASS 350. OPEN CUT LENGTH 14 FT 2" LINESTOP 2" LINESTOP CONNECT TO EXISTING 2" GS WM WITH A RESTRAINED COUPLING. EXISTING PIPE TO BE RESTRAINED (SEE NOTE 5) 2" GATE VALVE BT CROSSING LOCATION APPROXIMATE (NOT SURVEYED). CONTRACTOR SHALL PROTECT EXISTING UTILITIES tete te R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/W CL CL CL CL CL CL CL CL CL CL R/W R/W R/WTH1-5A UNK(B) TH1-5 TH1-4 TH1-4A 4+00 5+00 6+00 7+00 8+00 STA. 6+72, 30.50L NEW FH ASSEMBLY 8" GATE VALVE AND BOX STA 6+38, 5.66L 8" DI WM CLASS 350 STA. 5+48.37, 9.78L 1.0° VERT. DEFLEC. STA. 6+69.55, 5.59L 1.0° VERT. DEFLEC. STA. 7+26.21, 9.43L 1.0° VERT. DEFLEC. 8" 45° BEND STA 6+86, 9.33 L 8" 45° BEND STA 6+82, 5.57 L 8" 45° BEND STA 6+18, 5.84 L 8" 45° BEND STA 6+14, 9.54 L 8" 45° BEND STA 4+74, 10.06 L 8" 45° BEND STA 4+77, 6.36 L 8" 45° BEND STA 4+99, 6.28 L 8" 45° BEND STA 5+03, 9.95 L 8" X 6" TEE STA 6+72, 5.59 L 6" GATE VALVE AND BOX STA 6+72, 28.08L STA. 6+41.19, 5.64L 1.0° VERT. DEFLEC.6" GATE VALVE AND BOX STA 6+72, 8.40L 8" GATE VALVE AND BOX STA 6+75, 5.58L STA. 6+38.69, 24.56L 2" GATE VALVE STA. 6+32.31, 5.72L 8" x 2" SERVICE SADDLE WITH 2" BRASS NPT ADAPTER AND 2" PE WM 3'-0"MIN. COVEREXISTING GRADE 8" DI WM CLASS 3 5 0 12"MIN12"MIN12"MIN12"MIN12"MINEXIST. 2" GS WMAPROX. TOP EL. 135.18STA 6+388" GATE VALVE AND BOXCL 133.20STA. 6+41.191° VERT. DEFLEC.T.O.P. EL. 133.53STA. 7+26.211° VERT. DEFLEC.T.O.P. EL. 134.13STA. 5+48.371° VERT. DEFLEC.T.O.P. EL. 132.17STA 4+748" 45° BENDCL 131.20STA 4+778" 45° BENDCL 131.20STA 4+998" 45° BENDCL 131.50STA 5+038" 45° BENDCL 131.50STA 6+148" 45° BENDCL 133.20STA 6+188" 45° BENDCL 133.20STA 6+828" 45° BENDCL 133.80STA 6+868" 45° BENDCL 133.80STA. 6+69.551° VERT. DEFLEC.T.O.P. EL. 134.13STA 6+328"X2" SERVICE SADDLECL 133.20STA 6+758" GATE VALVE AND BOXCL 133.80EXIST. 2" UGEAPROX. TOP EL. 129.81EXIST. 2" UGEAPROX. TOP EL. 130.14EXIST. 2" UGEAPROX. TOP EL. 131.73EXIST. 2" UGEAPROX. TOP EL. 132.50STA 6+728" X 6" TEECL 133.804+00 5+00 6+00 7+00 8+00 SCALE: 1" = 20' PLAN PLOT DATE: 2/12/2024 3:51 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-03 Saved by HP Save date: 1/26/2024 3:34 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-03 CIVIL PLAN AND PROFILE STA 3+60 TO STA 8+60 KEY PLAN NTS AREA DEPICTED STA 3+60 MATCH LINE SEE DWG C-02STA 8+60 MATCH LINE SEE DWG C-04N LAKEWOOD AVEREWIS S T REWIS S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD LEGEND CL CONCRETE ELEVATION OVERHEAD ELECTRIC EXISTING STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING UNKNOWN PROPERTY LINE EASEMENT LINE R/W RIGHT OF WAY CENTERLINE RAIL ROAD PALM TREE OAK TREE HOLLY TREE PINE TREE UNIDENTIFIED TREE TO BE REMOVED TO BE GROUTED 10 20'020 1"=20'-0" EXIST. 6" AC WM EXIST. 2" GS WM CONTRACTOR SHALL REMOVE FIRE HYDRANT AND ALL APPURENTANCES CONNECTED TO EXIST. 6" AC WM HORIZONTAL VERTICAL SCALE:1" = 4' SCALE: 1" = 20' PROFILE 125ELEVATION 8+60 ELEVATION130 135 3+60 140 125 130 135 140CHRISTINE AVE(50' R/W)REWIS ST (R/W VARIES) 2" LINESTOP CUT AND CAP EXIST. 2" GS WM CONTRACTOR TO FIELD VERIFY 11 CD-02 REMOVE AND REPLACE CONCRETE DRIVE JOINT TO JOINT REMOVE AND STOCKPILE PAVERS REMOVE AND REPLACE CONCRETE DRIVEWAY JOINT TO JOINT REMOVE AND REPLACE FENCE RECONNECT SINGLE WATER METER SERVICE CONNECT TO 2" WM WITH A RESTRAINED COUPLING. EXISTING WM TO BE RESTRAINED (SEE NOTE 5) REMOVE AND REPLACE FENCE REMOVE AND REPLACE FENCE RECONNECT SINGLE WATER METER SERVICE RECONNECT SINGLE WATER METER SERVICE RECONNECT SINGLE WATER METER SERVICE 18 CD-03 18 CD-03 500 LF OF OPEN CUT 2" LINESTOP 18 CD-03 20 D-01 CONFLICT DETAIL 4 4 C-03 PROTECT FENCE REMOVE AND REPLACE FENCE REMOVE AND REPLACE FENCE 15 CD-03 15 CD-03 15 CD-03 2" PE WM. OPEN CUT LENGTH 27 FT NOTES: 1.CONNECTION LOCATION SHALL NOT BE WITHIN THE RAILROAD RIGHT-OF-WAY. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND COORDINATING WITH EXISTING UTILITIES DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. 3.IN AREAS WHERE WATER MAIN IS CALLED OUT TO BE REMOVED WHERE WORK CANNOT BE MAINTAINED WITHIN CITY RIGHT-OF-WAY, CONTRACTOR SHALL GROUT SEGMENT OF PIPE. NO DEMOLITION WORK SHALL OCCUR ON PRIVATE PROPERTY. CONTRACTOR SHALL GET APPROVAL FROM OWNER FOR AREAS PROPOSED BY CONTRACTOR TO BE GROUTED. 4.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE REPLACED AT NO COST TO THE OWNER. 5.ASSUME THAT THE EXISTING PIPE IS NOT RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS, FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH DETAIL 4 ON CD-01. FOR ASBESTOS CEMENT TIE-INS, RESTRAIN EXISTING PIPE JOINTS, FITTINGS AND VALVES WITH THRUST BLOCKS OR CONCRETE DEADMAN IN ACCORDANCE WITH DETAIL 24 AND 25 ON SHEET D-02. 6.A MAJORITY OF THE EXISTING WATER MAINS ARE ASBESTOS CEMENT (AC) MATERIAL, AND SPECIFIC CONSIDERATION MUST BE GIVEN WHEN WORKING WITH THIS MATERIAL. WHERE AC PIPE IS TO BE PLACED OUT OF SERVICE, ALL PIPING SHALL BE FULLY GROUTED AND CAPPED. WHERE AC PIPE IS DESIGNATED TO BE REMOVED, THE PIPE SHALL BE COMPLETELY REMOVED FROM THE GROUND AND PROPERLY DISPOSED OF, FOLLOWING ALL APPLICABLE LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER HANDLING AND DISPOSAL. DEP FORM 62-257.9000(1) SHALL BE SUBMITTED BY THE CONTRACTOR. REFER TO SPECIFICATION SECTIONS 02012, 02060 AND 03306 FOR ADDITIONAL REQUIREMENTS. 7.REFER TO DRAWING C-10 AND C-11 FOR PAVEMENT RESTORATION LIMITS. BSL #4 18 CD-03 15 CD-03 1 G-04 DUKE POLE HOLD REQUIRED 6" DI WM CLASS 350. OPEN CUT LENGTH 25 FT te te E te R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W CL CL CL CL CL CL CL CL CL CL 9+00 10+00 11+00 12+00 13+00 STA. 10+60.52, 10.25L 1.0° VERT. DEFLEC. STA. 9+78.17, 10.05L 1.0° VERT. DEFLEC. 8" DI WM CLASS 350 8" GATE VALVE AND BOX STA 10+57, 10.24L 8" DI WM CLASS 350 3'-0"MIN. COVEREXISTING GRADESTA. 10+60.521° VERT. DEFLEC.T.O.P. EL. 137.33STA. 9+78.161° VERT. DEFLEC.T.O.P. EL. 137.33STA 10+578" GATE VALVE AND BOXCL 137.009+00 10+00 11+00 12+00 13+00 SCALE: 1" = 20' PLAN PLOT DATE: 2/14/2024 9:47 a. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-04 Saved by HP Save date: 1/26/2024 3:31 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-04 CIVIL PLAN AND PROFILE STA 8+60 TO STA 13+60 KEY PLAN NTS AREA DEPICTED STA 8+60 MATCH LINE SEE DWG C-03 STA 13+60 MATCH LINE SEE DWG C-05N LAKEWOOD AVEREWIS S T REWIS S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD LEGEND CL CONCRETE ELEVATION OVERHEAD ELECTRIC EXISTING STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING UNKNOWN PROPERTY LINE EASEMENT LINE R/W RIGHT OF WAY CENTERLINE RAIL ROAD PALM TREE OAK TREE HOLLY TREE PINE TREE UNIDENTIFIED TREE TO BE REMOVED TO BE GROUTED 10 20'020 1"=20'-0" EXIST. 6" AC WM EXIST. 2" GS WM HORIZONTAL VERTICAL SCALE:1" = 4' SCALE: 1" = 20' PROFILEELEVATION 13+60 ELEVATION140 145 8+60 130 135 140 145 130 135 REWIS ST (R/W VARIES) REMOVE AND REPLACE CONCRETE DRIVE JOINT TO JOINT RECONNECT SINGLE WATER METER SERVICE 18 CD-03 REMOVE AND REPLACE FENCE RECONNECT SINGLE WATER METER SERVICE 18 CD-03 REMOVE GRAVEL DRIVEWAY AND REPLACE WITH SOD REMOVE AND REPLACE CONCRETE DRIVE JOINT TO JOINT RECONNECT SINGLE WATER METER SERVICE 18 CD-03 PROTECT VINYL FENCE REMOVE AND REPLACE CONCRETE DRIVE JOINT TO JOINT RECONNECT DOUBLE WATER METER SERVICE RECONNECT SINGLE WATER METER SERVICE FOR 238 REWIS ST 18 CD-03 18 CD-03 500 LF OF OPEN CUT STAMPED ASPHALT RESTORATION APPROX. LOCATION BETWEEN STA. 13+00 AND STA 14+00 REMOVE AND REPLACE EXISTING STAMPED ASPHALT AND SIGNAGE (TYP OF 2) IN KIND REPLACE STAMPED ASPHALT AND SIGNAL (SEE PHOTO ON SHEET C-04) NOTES: 1.CONNECTION LOCATION SHALL NOT BE WITHIN THE RAILROAD RIGHT-OF-WAY. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND COORDINATING WITH EXISTING UTILITIES DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. 3.IN AREAS WHERE WATER MAIN IS CALLED OUT TO BE REMOVED WHERE WORK CANNOT BE MAINTAINED WITHIN CITY RIGHT-OF-WAY, CONTRACTOR SHALL GROUT SEGMENT OF PIPE. NO DEMOLITION WORK SHALL OCCUR ON PRIVATE PROPERTY. CONTRACTOR SHALL GET APPROVAL FROM OWNER FOR AREAS PROPOSED BY CONTRACTOR TO BE GROUTED. 4.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE REPLACED AT NO COST TO THE OWNER. 5.ASSUME THAT THE EXISTING PIPE IS NOT RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS, FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH DETAIL 4 ON CD-01. FOR ASBESTOS CEMENT TIE-INS, RESTRAIN EXISTING PIPE JOINTS, FITTINGS AND VALVES WITH THRUST BLOCKS OR CONCRETE DEADMAN IN ACCORDANCE WITH DETAIL 24 AND 25 ON SHEET D-02. 6.A MAJORITY OF THE EXISTING WATER MAINS ARE ASBESTOS CEMENT (AC) MATERIAL, AND SPECIFIC CONSIDERATION MUST BE GIVEN WHEN WORKING WITH THIS MATERIAL. WHERE AC PIPE IS TO BE PLACED OUT OF SERVICE, ALL PIPING SHALL BE FULLY GROUTED AND CAPPED. WHERE AC PIPE IS DESIGNATED TO BE REMOVED, THE PIPE SHALL BE COMPLETELY REMOVED FROM THE GROUND AND PROPERLY DISPOSED OF, FOLLOWING ALL APPLICABLE LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER HANDLING AND DISPOSAL. DEP FORM 62-257.9000(1) SHALL BE SUBMITTED BY THE CONTRACTOR. REFER TO SPECIFICATION SECTIONS 02012, 02060 AND 03306 FOR ADDITIONAL REQUIREMENTS. 7.REFER TO DRAWING C-10 AND C-11 FOR PAVEMENT RESTORATION LIMITS. 15 CD-03 15 CD-03 15 CD-03 15 CD-03 REMOVE AND REPLACE FENCE 15 CD-03 BSL #5 DUKE POLE HOLD REQUIRED DUKE POLE HOLD REQUIRED DUKE POLE HOLD REQUIRED 1 G-04 RECONNECT SINGLE WATER METER SERVICE 18 CD-03 15 CD-03 te tete R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W CL CL CL CL CL CL CL CL CL CL 14+00 15+00 16+00 17+00 18+00 8" DI WM CLASS 350 STA. 15+19, 18.37L NEW FH ASSEMBLY STA. 14+90.01, 9.61L 1.0° VERT. DEFLEC. 8" GATE VALVE AND BOX STA 15+17, 27.21L 8" 45° BEND STA 15+14, 27.21 L 8" 45° BEND STA 14+96, 9.61 L 8" X 6" TEE STA 15+19, 27.21 L 6" GATE VALVE AND BOX STA 15+19, 24.91L 8" DI WM CLASS 3503'-0"MIN. COVEREXISTING GRADE 8" DI WM CLASS 350 12"MINEXIST. 2" GS WMAPROX. TOP EL. 144.34STA 15+178" GATE VALVE AND BOXCL 143.34STA. 14+90.011° VERT. DEFLEC.T.O.P. EL. 142.63STA 15+148" 45° BENDCL 143.34STA 14+968" 45° BENDCL 142.30STA. 17+25.211° VERT. DEFLEC.T.O.P. EL. 144.80STA. 17+54.681° VERT. DEFLEC.T.O.P. EL. 144.80STA. 16+32.121° VERT. DEFLEC.T.O.P. EL. 143.67STA 15+198" X 6" TEECL 143.3414+00 15+00 16+00 17+00 18+00 SCALE: 1" = 20' PLAN PLOT DATE: 2/12/2024 3:55 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-05 Saved by HP Save date: 1/26/2024 3:30 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-05 CIVIL PLAN AND PROFILE STA 13+60 TO STA18+60 KEY PLAN NTS AREA DEPICTED STA 13+60 MATCH LINE SEE DWG C-04 STA 18+60 MATCH LINE SEE DWG C-06N LAKEWOOD AVEREWIS S T REWIS S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD LEGEND CL CONCRETE ELEVATION OVERHEAD ELECTRIC EXISTING STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING UNKNOWN PROPERTY LINE EASEMENT LINE R/W RIGHT OF WAY CENTERLINE RAIL ROAD PALM TREE OAK TREE HOLLY TREE PINE TREE UNIDENTIFIED TREE TO BE REMOVED TO BE GROUTED 10 20'020 1"=20'-0" EXIST. 6" AC WM EXIST. 2" GS WM A MINIMUM OF 3' SEPARATION REQUIRED FROM THE R/W AND WATER MAIN WITH 5' SEPARATION PREFERRED. CONTRACTOR SHALL CONSTRUCT THE WATER MAIN WITH THE REQUIRED DISTANCE FROM THE R/W WHILE PROTECTING THE EXISTING TREE AND ROOT SYSTEM EXIST 6" WM HORIZONTAL VERTICAL SCALE:1" = 4' SCALE: 1" = 20' PROFILEELEVATION 18+60 ELEVATION140 135 145 150 13+60 140 135 145 150 CONTRACTOR SHALL REMOVE FIRE HYDRANT AND ALL APPURENTANCES CONNECTED TO EXIST. 6" AC WM REWIS ST (R/W VARIES)WEST AVE11 CD-02REMOVE AND REPLACE CONCRETE DRIVE JOINT TO JOINT REMOVE AND REPLACE CONCRETE DRIVE JOINT TO JOINT REMOVE AND REPLACE CONCRETE DRIVE JOINT TO JOINT RECONNECT SINGLE WATER MAIN SERVICE. REMOVE AND STOCKPILE PAVERS ON WATER SERVICE BOX RECONNECT SINGLE WATER MAIN SERVICE REMOVE AND REPLACE CONCRETE DRIVE JOINT TO JOINT RECONNECT SINGLE WATER MAIN SERVICE RECONNECT SINGLE WATER MAIN SERVICE RECONNECT SINGLE WATER MAIN SERVICE 18 CD-03 18 CD-03 18 CD-03 18 CD-03 500 LF OF OPEN CUT 23 D-01 18 CD-03 23 D-01 20 D-01 CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT THE 30" OAK TREE AND ROOT SYSTEM. CONTRACTOR SHALL SAFELY REMOVE OAK TREE IF NECESSARY 15 CD-03 15 CD-03 15 CD-03 15 CD-03 15 CD-03 NOTES: 1.CONNECTION LOCATION SHALL NOT BE WITHIN THE RAILROAD RIGHT-OF-WAY. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND COORDINATING WITH EXISTING UTILITIES DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. 3.IN AREAS WHERE WATER MAIN IS CALLED OUT TO BE REMOVED WHERE WORK CANNOT BE MAINTAINED WITHIN CITY RIGHT-OF-WAY, CONTRACTOR SHALL GROUT SEGMENT OF PIPE. NO DEMOLITION WORK SHALL OCCUR ON PRIVATE PROPERTY. CONTRACTOR SHALL GET APPROVAL FROM OWNER FOR AREAS PROPOSED BY CONTRACTOR TO BE GROUTED. 4.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE REPLACED AT NO COST TO THE OWNER. 5.ASSUME THAT THE EXISTING PIPE IS NOT RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS, FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH DETAIL 4 ON CD-01. FOR ASBESTOS CEMENT TIE-INS, RESTRAIN EXISTING PIPE JOINTS, FITTINGS AND VALVES WITH THRUST BLOCKS OR CONCRETE DEADMAN IN ACCORDANCE WITH DETAIL 24 AND 25 ON SHEET D-02. 6.A MAJORITY OF THE EXISTING WATER MAINS ARE ASBESTOS CEMENT (AC) MATERIAL, AND SPECIFIC CONSIDERATION MUST BE GIVEN WHEN WORKING WITH THIS MATERIAL. WHERE AC PIPE IS TO BE PLACED OUT OF SERVICE, ALL PIPING SHALL BE FULLY GROUTED AND CAPPED. WHERE AC PIPE IS DESIGNATED TO BE REMOVED, THE PIPE SHALL BE COMPLETELY REMOVED FROM THE GROUND AND PROPERLY DISPOSED OF, FOLLOWING ALL APPLICABLE LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER HANDLING AND DISPOSAL. DEP FORM 62-257.9000(1) SHALL BE SUBMITTED BY THE CONTRACTOR. REFER TO SPECIFICATION SECTIONS 02012, 02060 AND 03306 FOR ADDITIONAL REQUIREMENTS. 7.REFER TO DRAWING C-10 AND C-11 FOR PAVEMENT RESTORATION LIMITS. DUKE POLE HOLD REQUIRED 6" DI WM CLASS 350. OPEN CUT LENGTH 9 FT E te te te E E E EH EH E R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/W R/W R/WR/WR/W R/W R/W CL CL CL CL CL CL CL CL CL CL CL TH1-9 TH1-8 TH1-7 TH1-6 TH2-3 TH2-3B TH2-3A TH2-4 19+00 20+0021+00 22+00 23+00 24+00 8" DI WM CLASS 350 6" DI WM CLASS 350 6" 45° BEND STA 22+03, 94.49L 6" 45° BEND STA 22+05, 92.24L 8" X 6" TEE STA 21+15, 94.99L 6" GATE VALVE AND BOX STA 21+15, 96.84L STA. 19+97, 99.80L NEW FH ASSEMBLY 8" X 6" RED STA 22+00, 94.50L 8" GATE VALVE AND BOX STA 21+97, 94.51L 6" X 6" TAPPING SLEEVE AND VALVE STA 22+08, 92.16L 8" DI WM CLASS 3503'-0"MIN. COVER3'-0"MIN. COVEREXISTING GRADE 12"MINSTA 22+008" X 6" REDCL 146.85STA. 19+97.611° VERT. DEFLEC.T.O.P. EL. 147.18STA 21+158" X 6" TEECL 146.85STA 22+036" 45° BENDCL 146.85STA 21+978" GATE VALVE AND BOXCL 146.85STA 22+056" 45° BENDCL 147.90STA 22+086" X 6" TAPPINGSLEEVE AND VALVECL 147.90EXIST. UGTINV EL. UNK.EXIST. UGTINV EL. UNK.19+00 20+00 21+00 22+00 SCALE: 1" = 20' PLAN PLOT DATE: 2/12/2024 3:58 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-06 Saved by HP Save date: 2/9/2024 11:29 a. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-06 CIVIL NORTH WM PLAN AND PROFILE STA 18+60 TO STA 22+08 KEY PLAN NTS AREA DEPICTED STA 18+60 MATCH LINE SEE DWG C-05STA 24+00 MATCH LINE SEE DWG C-07N LAKEWOOD AVEREWIS S T REWIS S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD LEGEND CL CONCRETE ELEVATION OVERHEAD ELECTRIC EXISTING STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING UNKNOWN PROPERTY LINE EASEMENT LINE R/W RIGHT OF WAY CENTERLINE RAIL ROAD PALM TREE OAK TREE HOLLY TREE PINE TREE UNIDENTIFIED TREE TO BE REMOVED TO BE GROUTED 10 20'020 1"=20'-0" EXIST. 6" AC WM EXIST. 2" GS WM EXIST. 6" AC WM EXIST. 2" GS WM EXIST. 4" PVC WM CITY OF OCOEE CENTRAL PARK EXIST. 6" AC WM EXIST. 6" AC WM HORIZONTAL VERTICAL SCALE:1" = 4' SCALE: 1" = 20' PROFILE 140ELEVATION 135 ELEVATION145 150 140 135 145 150 18+60 A MINIMUM OF 3' SEPARATION REQUIRED FROM THE R/W AND WATER MAIN WITH 5' SEPARATION PREFERRED WATER MAIN LOCATION IN THIS AREA IS BASED ON BEST AVAILABLE INFORMATION AND IS APPROXIMATE. CONTRACTOR TO CONFIRM LOCATION PRIOR TO WORK REWIS ST (R/W VARIES) FLEWELLING AVE (R/W VARIES) REWIS ST (R/W VARIES)SPRING AVE(40' R/W )HILL AVE(40' R/W)RECONNECT SINGLE WATER MAIN SERVICE 6" LINESTOP CUT AND CAP PIPE 2" LINESTOP CUT AND CAP PIPE EXIST. 2" GS WM REMOVE AND REPLACE CONCRETE/GRAVEL DRIVE JOINT TO JOINT REMOVE AND REPLACE CONCRETE DRIVE JOINT TO JOINT PC PC 18 CD-03 ABANDONED WATER MAIN 6" LINESTOP 348 LF OF OPEN CUT REMOVE EXISTING 6" VALVE AND APPURTENANCES EXIST. 2" VALVE. CONTRACTOR TO VERIFY AND REMOVE VALVE AND APPURTENANCES 11 CD-0215 CD-03 SEE SHEET C-06A FOR 8" DI WATER MAIN ON FLEWELLING AVENUE AND ALL WATER MAIN CONNECTIONS NOTES: 1.CONNECTION LOCATION SHALL NOT BE WITHIN THE RAILROAD RIGHT-OF-WAY. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND COORDINATING WITH EXISTING UTILITIES DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. 3.IN AREAS WHERE WATER MAIN IS CALLED OUT TO BE REMOVED WHERE WORK CANNOT BE MAINTAINED WITHIN CITY RIGHT-OF-WAY, CONTRACTOR SHALL GROUT SEGMENT OF PIPE. NO DEMOLITION WORK SHALL OCCUR ON PRIVATE PROPERTY. CONTRACTOR SHALL GET APPROVAL FROM OWNER FOR AREAS PROPOSED BY CONTRACTOR TO BE GROUTED. 4.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE REPLACED AT NO COST TO THE OWNER. 5.ASSUME THAT THE EXISTING PIPE IS NOT RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS, FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH DETAIL 4 ON CD-01. FOR ASBESTOS CEMENT TIE-INS, RESTRAIN EXISTING PIPE JOINTS, FITTINGS AND VALVES WITH THRUST BLOCKS OR CONCRETE DEADMAN IN ACCORDANCE WITH DETAIL 24 AND 25 ON SHEET D-02. 6.A MAJORITY OF THE EXISTING WATER MAINS ARE ASBESTOS CEMENT (AC) MATERIAL, AND SPECIFIC CONSIDERATION MUST BE GIVEN WHEN WORKING WITH THIS MATERIAL. WHERE AC PIPE IS TO BE PLACED OUT OF SERVICE, ALL PIPING SHALL BE FULLY GROUTED AND CAPPED. WHERE AC PIPE IS DESIGNATED TO BE REMOVED, THE PIPE SHALL BE COMPLETELY REMOVED FROM THE GROUND AND PROPERLY DISPOSED OF, FOLLOWING ALL APPLICABLE LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER HANDLING AND DISPOSAL. DEP FORM 62-257.9000(1) SHALL BE SUBMITTED BY THE CONTRACTOR. REFER TO SPECIFICATION SECTIONS 02012, 02060 AND 03306 FOR ADDITIONAL REQUIREMENTS. 7.REFER TO DRAWING C-10 AND C-11 FOR PAVEMENT RESTORATION LIMITS. BSL #6 DUKE POLE HOLD REQUIRED 1 G-04 6" DI WM CLASS 350. OPEN CUT LENGTH 7 FT BT CROSSING LOCATION APPROXIMATE (NOT SURVEYED). CONTRACTOR SHALL PROTECT EXISTING UTILITIES E te te te E E E EH EH E R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/W R/W R/WR/WR/W R/W R/W CL CL CL CL CL CL CL CL CL CL CL TH1-9 TH1-8 TH1-7 TH1-6 TH2-3 TH2-3B TH2-3A TH2-4 19+00 20+0021+00 22+00 23+00 24+00 8" X 6" TEE STA 21+94, 9.43R 6" 45° BEND STA 21+93, 3.69L 6" GATE VALVE AND BOX STA 21+94, 7.55R 8" DI WM CLASS 350 4" GATE VALVE AND BOX STA 23+79, 14.76R 6" GATE VALVE AND BOX STA 21+25, 13.88R 6" DI WM CLASS 350 STA. 21+25, 16.84R NEW FH ASSEMBLY 8" GATE VALVE AND BOX STA 23+82, 9.11R STA. 23+60.42, 8.92R 1.0° VERT. DEFLEC. 4" CAP AND BLOW-OFF ASSEMBLY STA 23+77, 33.25R 4" GATE VALVE AND BOX STA 23+77, 32.30R 6" 22.5° BEND STA 20+47, 25.93R 6" PLUG STA 20+49, 47.45R 6" 45° BEND STA 20+46, 29.28R 4" 45° BEND STA 20+52, 31.80R 4" 45° BEND STA 20+53, 29.10R 4" GATE VALVE AND BOX STA 20+51, 24.01R 6" GATE VALVE AND BOX STA 21+22, 10.27R 8" GATE VALVE AND BOX STA 21+91, 9.47R 6" 45° BEND STA 22+00, 5.85L 6" 45° BEND STA 22+01, 7.49L 6" X 6" TEE STA 21+25, 10.24R 8" X 6" RED STA 21+86, 9.52R 6" X 4" TEE STA 20+50, 22.35R 8" X 4" TEE STA 23+79, 9.09R 6" 45° BEND STA 21+95, 5.85L 6" GATE VALVE AND BOX STA 20+48, 46.02R 4" X 4" TEE STA 23+78, 30.89R 4" 22.5° BEND STA 23+79, 28.54R STA 21+948" X 6" TEECL 146.00STA. 23+60.421° VERT. DEFLEC.T.O.P. EL. 148.83EXIST. 2" UGEINV EL. UNK.STA 23+828" GATE VALVE AND BOXCL 148.50EXIST. 6" WMINV EL. UNK.STA 21+918" GATE VALVE AND BOXCL 146.00STA 21+226" GATE VALVE AND BOXCL 146.00STA 21+256" X 6" TEECL 146.00STA 21+868" X 6" REDCL 146.00STA 23+798" X 4" TEECL 148.50STA 20+506" X 4" TEECL 146.003'-0"MIN. COVER3'-0"MIN. COVEREXISTING GRADE 8" DI WM CLASS 350 12"MIN12"MIN20+00 21+00 22+00 23+00 24+00 SCALE: 1" = 20' PLAN PLOT DATE: 2/12/2024 4:00 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-06A Saved by HP Save date: 1/29/2024 10:00 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-06A CIVIL SOUTH WM PLAN AND PROFILE STA 20+00 TO STA 24+00 KEY PLAN NTS AREA DEPICTED STA 18+60 MATCH LINE SEE DWG C-05STA 24+00 MATCH LINESEE DWG C-07N LAKEWOOD AVEREWIS S T REWIS S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD LEGEND CL CONCRETE ELEVATION OVERHEAD ELECTRIC EXISTING STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING UNKNOWN PROPERTY LINE EASEMENT LINE R/W RIGHT OF WAY CENTERLINE RAIL ROAD PALM TREE OAK TREE HOLLY TREE PINE TREE UNIDENTIFIED TREE TO BE REMOVED TO BE GROUTED 10 20'020 1"=20'-0" EXIST. 6" AC WM EXIST. 2" GS WM EXIST. 6" AC WM EXIST. 2" GS WM EXIST. 4" PVC WM CITY OF OCOEE CENTRAL PARK EXIST. 6" AC WM EXIST. 6" AC WM EXIST. 4" PVC WM REWIS ST (R/W VARIES) FLEWELLING AVE (R/W VARIES) REWIS ST (R/W VARIES)SPRING AVE(40' R/W )HILL AVE(40' R/W)REMOVE AND REPLACE SIGNAGE 11 CD-02 EXIST. 2" GS WM 4" LINESTOP CUT AND CAP PIPE REMOVE AND REPLACE CONCRETE DRIVE JOINT TO JOINT PC PC CONNECT TO EXISTING 4" PVC WM WITH A 45 BEND AND TRANSITION COUPLING. EXISTING WM TO BE RESTRAINED (SEE NOTE 5) 4" LINESTOP 4" LINESTOP CUT AND CAP PIPE RECONNECT SINGLE WATER METER SERVICE ABANDONED WATER MAIN CONNECT TO EXISTING 6" AC WM WITH A 45 BEND AND TRANSITION COUPLING. EXISTING WM TO BE RESTRAINED (SEE NOTE 5) 6" LINESTOP CUT AND CAP PIPE RECONNECT SINGLE WATER MAIN SERVICE 18 CD-03 18 CD-03 CONNECT TO EXISTING 4" PVC WM WITH A 45 BEND AND TRANSITION COUPLING. EXISTING WM TO BE RESTRAINED (SEE NOTE 5) 12 CD-02 CONFLICT DETAIL 5 5 C-12 CONFLICT DETAIL 88 C-12 EXIST. 6" VALVE EXIST. 2" VALVE CONTRACTOR TO VERIFY EXIST. 4" PVC WM 4" LINESTOP 6" DI WM CLASS 350. OPEN CUT LENGTH 24 FT 6" DI WM CLASS 350. OPEN CUT LENGTH 29 FT 4" DI WM CLASS 350. OPEN CUT LENGTH 26 FT HORIZONTAL VERTICAL SCALE:1" = 4' SCALE: 1" = 20' PROFILE 140 150 145 155 ELEVATION140 150 145 155 351 LF OF OPEN CUT NOTES: 1.CONNECTION LOCATION SHALL NOT BE WITHIN THE RAILROAD RIGHT-OF-WAY. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND COORDINATING WITH EXISTING UTILITIES DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. 3.IN AREAS WHERE WATER MAIN IS CALLED OUT TO BE REMOVED WHERE WORK CANNOT BE MAINTAINED WITHIN CITY RIGHT-OF-WAY, CONTRACTOR SHALL GROUT SEGMENT OF PIPE. NO DEMOLITION WORK SHALL OCCUR ON PRIVATE PROPERTY. CONTRACTOR SHALL GET APPROVAL FROM OWNER FOR AREAS PROPOSED BY CONTRACTOR TO BE GROUTED. 4.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE REPLACED AT NO COST TO THE OWNER. 5.ASSUME THAT THE EXISTING PIPE IS NOT RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS, FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH DETAIL 4 ON CD-01. FOR ASBESTOS CEMENT TIE-INS, RESTRAIN EXISTING PIPE JOINTS, FITTINGS AND VALVES WITH THRUST BLOCKS OR CONCRETE DEADMAN IN ACCORDANCE WITH DETAIL 24 AND 25 ON SHEET D-02. 6.A MAJORITY OF THE EXISTING WATER MAINS ARE ASBESTOS CEMENT (AC) MATERIAL, AND SPECIFIC CONSIDERATION MUST BE GIVEN WHEN WORKING WITH THIS MATERIAL. WHERE AC PIPE IS TO BE PLACED OUT OF SERVICE, ALL PIPING SHALL BE FULLY GROUTED AND CAPPED. WHERE AC PIPE IS DESIGNATED TO BE REMOVED, THE PIPE SHALL BE COMPLETELY REMOVED FROM THE GROUND AND PROPERLY DISPOSED OF, FOLLOWING ALL APPLICABLE LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER HANDLING AND DISPOSAL. DEP FORM 62-257.9000(1) SHALL BE SUBMITTED BY THE CONTRACTOR. REFER TO SPECIFICATION SECTIONS 02012, 02060 AND 03306 FOR ADDITIONAL REQUIREMENTS. 7.REFER TO DRAWING C-10 AND C-11 FOR PAVEMENT RESTORATION LIMITS. 15 CD-03 15 CD-03 SEE SHEET C-06 FOR 8" DI WATER MAIN ON REWIS ST AND ALL WATER MAIN CONNECTIONS BSL #7 BSL #8 BSL #9 BSL #10 CONFLICT DETAIL 7 7 C-12 CONFLICT DETAIL 6 6 C-12 8.9 1 ' PROTECT UNKNOWN UTILITIES DURING FH CONSTRUCTION CONFLICT DETAIL 5A 5A C-12 1 G-04 1 G-04 1 G-04 1 G-04 DUKE POLE HOLD REQUIRED6" DI WM CLASS 350. OPEN CUT LENGTH 7 FT REMOVE AND REPLACE SIDEWALK JOINT TO JOINT PER FDOT INDEX 522-001 REMOVE AND REPLACE SIDEWALK JOINT TO JOINT PER FDOT INDEX 522-001 te E EE R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/W R/W R/W R/WR/W R/W CL CL CL CL CL CL CL CL CL CL TH1-10 TH2-5 24+00 25+00 26+00 27+00 28+00 29+00 8" DI WM CLASS 350 STA. 27+69 OFFSET 8.28'R 2.5° HORIZ. DEFLEC. STA. 28+04 OFFSET 8.11'R 2° HORIZ. DEFLEC. 6" GATE VALVE AND BOX STA 27+53, 19.26R 8" X 6" TEE STA 27+53, 8.21 R 8" GATE VALVE AND BOX STA 27+55, 8.22R 6" 22.5° BEND STA 27+53, 21.13 R 6" CAP AND BLOW-OFF ASSEMBLY STA 27+50, 28.23 R 6" GATE VALVE AND BOX STA 26+52, 10.50R STA. 26+52, 18.78R NEW FH ASSEMBLY STA. 26+57.80, 8.13R 1.0° VERT. DEFLEC. STA. 24+15.80, 9.01R 8" x 2" SERVICE SADDLE WITH 2" BRASS NPT ADAPTER AND 2" PE WM STA. 25+72.81, 8.43R 8" x 2" SERVICE SADDLE WITH 2" BRASS NPT ADAPTER AND 2" PE WM 8" GATE VALVE AND BOX STA 26+55, 8.14R STA. 24+15.81, 12.54R 2" GATE VALVE STA. 25+72.81, 12.40R 2" GATE VALVE 8" X 6" TEE STA 26+52, 8.15 R 8" DI WM CLASS 3503'-0"MIN. COVER3'-0"MIN. COVEREXISTING GRADE STA 27+538" X 6" TEECL 149.50STA 27+558" GATE VALVE AND BOXCL 149.50STA. 28+03.931° VERT. DEFLEC.2° HORIZ. DEFLEC.T.O.P. EL. 149.83STA. 27+69.042.5° HORZ. DEFLEC.T.O.P. EL. 149.83STA. 26+57.801° VERT. DEFLEC.T.O.P. EL. 148.83STA 24+168"X2" SERVICE SADDLECL 148.50STA 25+738"X2" SERVICE SADDLECL 148.50STA 26+558" GATE VALVE AND BOXCL 148.50STA 26+528" X 6" TEECL 148.5024+00 25+00 26+00 27+00 28+00 29+00 SCALE: 1" = 20' PLAN PLOT DATE: 2/12/2024 4:02 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-07 Saved by HP Save date: 1/26/2024 4:29 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-07 CIVIL PLAN AND PROFILE STA 24+00 TO STA 29+00 KEY PLAN NTS AREA DEPICTED STA 24+00 MATCH LINESEE DWG C-06STA 29+00 MATCH LINE SEE DWG C-08N LAKEWOOD AVEREWIS S T REWIS S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD LEGEND CL CONCRETE ELEVATION OVERHEAD ELECTRIC EXISTING STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING UNKNOWN PROPERTY LINE EASEMENT LINE R/W RIGHT OF WAY CENTERLINE RAIL ROAD PALM TREE OAK TREE HOLLY TREE PINE TREE UNIDENTIFIED TREE TO BE REMOVED TO BE GROUTED 10 20'020 1"=20'-0" EXIST. 6" AC WM EXIST. 2" WM HORIZONTAL VERTICAL SCALE:1" = 4' SCALE: 1" = 20' PROFILEELEVATION ELEVATION140 150 145 155 140 150 145 155 EXIST. 2" GS WM FLEWELLING AVE (R/W VARIES)ARMSTRONG ALLEYORANGE AVE(40' R/W)REWIS ST (R/W VARIES) 2" LINESTOP CUT AND CAP PIPE CONNECT TO EXISTING 2" GS WM WITH A 45 BEND AND A RESTRAINED COUPLING. EXISTING PIPE TO BE RESTRAINED (SEE NOTE 5) 2" LINESTOP CONNECT TO EXISTING 2" GS WM WITH A 45 BEND AND A RESTRAINED COUPLING. EXISTING PIPE TO BE RESTRAINED (SEE NOTE 5) 2" LINESTOP EXIST. 2" GS WM 2" LINESTOP 500 LF OF OPEN CUT 11 CD-02HILL AVEWATER MAIN LOCATION IN THIS AREA IS BASED ON BEST AVAILABLE INFORMATION AND IS APPROXIMATE. CONTRACTOR TO CONFIRM LOCATION PRIOR TO WORK REMOVE AND REPLACE SIDEWALK JOINT TO JOINT PER FDOT INDEX 522-001 CONFLICT DETAIL 9 9 C-13 CONFLICT DETAIL 10 10 C-13 REMOVE AND REPLACE SIDEWALK JOINT TO JOINT PER FDOT INDEX 522-001 12 CD-02 6" DI WM CLASS 350. OPEN CUT LENGTH 20 FT NOTES: 1.CONNECTION LOCATION SHALL NOT BE WITHIN THE RAILROAD RIGHT-OF-WAY. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND COORDINATING WITH EXISTING UTILITIES DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. 3.IN AREAS WHERE WATER MAIN IS CALLED OUT TO BE REMOVED WHERE WORK CANNOT BE MAINTAINED WITHIN CITY RIGHT-OF-WAY, CONTRACTOR SHALL GROUT SEGMENT OF PIPE. NO DEMOLITION WORK SHALL OCCUR ON PRIVATE PROPERTY. CONTRACTOR SHALL GET APPROVAL FROM OWNER FOR AREAS PROPOSED BY CONTRACTOR TO BE GROUTED. 4.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE REPLACED AT NO COST TO THE OWNER. 5.ASSUME THAT THE EXISTING PIPE IS NOT RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS, FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH DETAIL 4 ON CD-01. FOR ASBESTOS CEMENT TIE-INS, RESTRAIN EXISTING PIPE JOINTS, FITTINGS AND VALVES WITH THRUST BLOCKS OR CONCRETE DEADMAN IN ACCORDANCE WITH DETAIL 24 AND 25 ON SHEET D-02. 6.A MAJORITY OF THE EXISTING WATER MAINS ARE ASBESTOS CEMENT (AC) MATERIAL, AND SPECIFIC CONSIDERATION MUST BE GIVEN WHEN WORKING WITH THIS MATERIAL. WHERE AC PIPE IS TO BE PLACED OUT OF SERVICE, ALL PIPING SHALL BE FULLY GROUTED AND CAPPED. WHERE AC PIPE IS DESIGNATED TO BE REMOVED, THE PIPE SHALL BE COMPLETELY REMOVED FROM THE GROUND AND PROPERLY DISPOSED OF, FOLLOWING ALL APPLICABLE LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER HANDLING AND DISPOSAL. DEP FORM 62-257.9000(1) SHALL BE SUBMITTED BY THE CONTRACTOR. REFER TO SPECIFICATION SECTIONS 02012, 02060 AND 03306 FOR ADDITIONAL REQUIREMENTS. 7.REFER TO DRAWING C-10 AND C-11 FOR PAVEMENT RESTORATION LIMITS. 2" PE. OPEN CUT LENGTH 21 FT 2" PE. OPEN CUT LENGTH 13 FT BSL #11 BSL #121 G-04 1 G-04 6" DI WM CLASS 350. OPEN CUT LENGTH 11 FTREMOVE AND REPLACE SIDEWALK JOINT TO JOINT PER FDOT INDEX 522-001 REMOVE AND REPLACE SIDEWALK JOINT TO JOINT PER FDOT INDEX 522-001 te E te R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/W R/W R/W R/W R/W R/W CL CL CL CL CL CL CL CL CL CL 29+00 30+00 31+00 32+00 33+00 34+00 6" GATE VALVE AND BOX STA 31+79, 11.83R 8" GATE VALVE AND BOX STA 31+81, 8.07R 8" GATE VALVE AND BOX STA 33+33, 8.54R 8" DI WM CLASS 35 0 8" X 6" TEE STA 31+79, 8.07 R STA. 31+66, 23.34R NEW FH ASSEMBLY STA. 33+23.94, 8.60R 8" x 2" SERVICE SADDLE WITH 2" BRASS NPT ADAPTER AND 2" PE WM STA. 32+15.04, 8.07R 1.0° VERT. DEFLEC. 6" 22.5° BEND STA 31+79, 13.74 R 6" CAP AND BLOW-OFF ASSEMBLY STA 31+70, 29.12 R STA. 33+11.17, 8.69R 1.0° VERT. DEFLEC. STA. 29+43.44, 8.10R 8" x 2" SERVICE SADDLE WITH 2" BRASS NPT ADAPTER AND 2" PE WM STA. 29+48.28, 11.90R 2" GATE VALVE STA. 33+28.13, 11.42R 2" GATE VALVE 6" X 6" TEE STA 31+72, 26.41 R 6" GATE VALVE AND BOX STA 31+70, 25.63R 3'-0"MIN. COVER3'-0"MIN. COVEREXISTING GRADE 8" DI WM CLASS 350 12"MIN12"MIN12"MIN12"MINSTA 31+798" X 6" TEECL 152.00STA 31+818" GATE VALVE AND BOXCL 152.00STA 33+338" GATE VALVE AND BOXCL 153.00STA. 33+11.171° VERT. DEFLEC.T.O.P. EL. 153.33STA. 32+15.041° VERT. DEFLEC.T.O.P. EL. 152.33EXIST. 2" UGTINV EL. UNK.STA 29+438"X2" SERVICE SADDLECL 149.50STA 33+248"X2" SERVICE SADDLECL 153.00EXIST. 2" GS WMINV EL. UNK.EXIST. 2" GS WMINV EL. UNK.STA. 29+53.871° VERT. DEFLEC.T.O.P. EL. 149.83EXIST. UGTINV EL. UNK.EXIST. UGTINV EL. UNK.29+00 30+00 31+00 32+00 33+00 34+00 SCALE: 1" = 20' PLAN PLOT DATE: 2/12/2024 4:04 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-08 Saved by HP Save date: 2/9/2024 11:29 a. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-08 CIVIL PLAN AND PROFILE STA 29+00 TO STA 34+00 KEY PLAN NTS AREA DEPICTED STA 29+00 MATCH LINE SEE DWG C-07 STA 34+00 MATCH LINE SEE DWG C-09N LAKEWOOD AVEREWIS S T REWIS S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD LEGEND CL CONCRETE ELEVATION OVERHEAD ELECTRIC EXISTING STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING UNKNOWN PROPERTY LINE EASEMENT LINE R/W RIGHT OF WAY CENTERLINE RAIL ROAD PALM TREE OAK TREE HOLLY TREE PINE TREE UNIDENTIFIED TREE TO BE REMOVED TO BE GROUTED 10 20'020 1"=20'-0" EXIST. 6" AC WM EXIST. 2" GS WM HORIZONTAL VERTICAL SCALE:1" = 4' SCALE: 1" = 20' PROFILEELEVATION ELEVATION150 145 155 160 150 145 155 160 CONTRACTOR SHALL REMOVE FIRE HYDRANT AND ALL APPURENTANCES CONNECTED TO EXIST. 6" AC WM CONTRACTOR TO REMOVE BOLLARD FLEWELLING AVE ( R / W V A R I E S )CARDINAL ST(66' R/W)2" LINESTOP CUT AND CAP CONNECT TO EXISTING 2" GS WM WITH A 45 BEND AND A RESTRAINED COUPLING. EXISTING PIPE TO BE RESTRAINED (SEE NOTE 5) 11 CD-02 2" LINESTOP CUT AND CAP CONNECT TO 2" GS WM WITH A RESTRAINED COUPLING. EXISTING WM TO BE RESTRAINED (SEE NOTE 5) EXIST. 2" GS WM 500 LF OF OPEN CUT REMOVE AND REPLACE SIDEWALKREMOVE AND REPLACE SIDEWALK JOINT TO JOINT PER FDOT INDEX 522-001 REMOVE AND REPLACE SIDEWALK JOINT TO JOINT PER FDOT INDEX 522-001 12 CD-02 CONFLICT DETAIL 11 11 C-13 2" LINESTOP 2" LINESTOP 20 D-01 6" DI WM CLASS 350. OPEN CUT LENGTH 24 FT 2" PE. OPEN CUT LENGTH 10 FT 2" PE. OPEN CUT LENGTH 10 FT NOTES: 1.CONNECTION LOCATION SHALL NOT BE WITHIN THE RAILROAD RIGHT-OF-WAY. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND COORDINATING WITH EXISTING UTILITIES DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. 3.IN AREAS WHERE WATER MAIN IS CALLED OUT TO BE REMOVED WHERE WORK CANNOT BE MAINTAINED WITHIN CITY RIGHT-OF-WAY, CONTRACTOR SHALL GROUT SEGMENT OF PIPE. NO DEMOLITION WORK SHALL OCCUR ON PRIVATE PROPERTY. CONTRACTOR SHALL GET APPROVAL FROM OWNER FOR AREAS PROPOSED BY CONTRACTOR TO BE GROUTED. 4.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE REPLACED AT NO COST TO THE OWNER. 5.ASSUME THAT THE EXISTING PIPE IS NOT RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS, FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH DETAIL 4 ON CD-01. FOR ASBESTOS CEMENT TIE-INS, RESTRAIN EXISTING PIPE JOINTS, FITTINGS AND VALVES WITH THRUST BLOCKS OR CONCRETE DEADMAN IN ACCORDANCE WITH DETAIL 24 AND 25 ON SHEET D-02. 6.A MAJORITY OF THE EXISTING WATER MAINS ARE ASBESTOS CEMENT (AC) MATERIAL, AND SPECIFIC CONSIDERATION MUST BE GIVEN WHEN WORKING WITH THIS MATERIAL. WHERE AC PIPE IS TO BE PLACED OUT OF SERVICE, ALL PIPING SHALL BE FULLY GROUTED AND CAPPED. WHERE AC PIPE IS DESIGNATED TO BE REMOVED, THE PIPE SHALL BE COMPLETELY REMOVED FROM THE GROUND AND PROPERLY DISPOSED OF, FOLLOWING ALL APPLICABLE LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER HANDLING AND DISPOSAL. DEP FORM 62-257.9000(1) SHALL BE SUBMITTED BY THE CONTRACTOR. REFER TO SPECIFICATION SECTIONS 02012, 02060 AND 03306 FOR ADDITIONAL REQUIREMENTS. 7.REFER TO DRAWING C-10 AND C-11 FOR PAVEMENT RESTORATION LIMITS. BSL #13 BSL #14 BSL #15 1 G-04 1 G-04 1 G-04 6" DI WM CLASS 350. OPEN CUT LENGTH 6 FT BT CROSSING LOCATION APPROXIMATE (NOT SURVEYED). CONTRACTOR SHALL PROTECT EXISTING UTILITIES te te R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/W R/W R/WR/WCL CL CL CL CL CL CL CL CL 34+00 35+00 36+00 37+00 38+ 0 0 39+ 0 0 39+ 0 0 8" X 6" TEE STA 37+22, 16.97 L 6" 11.25° BEND STA 37+22, 13.86 L 8" 45° BEND STA 37+79, 15.05 L 8" 45° BEND STA 34+74, 7.52 R 8" X 6" TEE STA 35+31, 11.89 L 6" 45° BEND STA 37+18, 8.66 R 8" 45° BEND STA 37+74, 20.31 L 8" 11.25° BEND STA 37+52, 20.13 L 8" 11.25° BEND STA 37+06, 16.91 L 8" 45° BEND STA 34+92, 11.47 L 6" GATE VALVE AND BOX STA 35+31, 9.28L STA. 36+60.12, 13.32L 1.0° VERT. DEFLEC. STA. 35+25.30, 11.83L 1.0° VERT. DEFLEC. 8" GATE VALVE AND BOX STA 35+33, 11.92L 2" ARV STA 36+84, 14.06L 6" GATE VALVE AND BOX STA 37+22, 15.60L 8" DI WM CLASS 3 5 0 6" 22.5° BEND STA 35+31, 33.31 R 6" CAP AND BLOW-OFF ASSEMBLY STA 35+28, 40.60 R 6" GATE VALVE AND BOX STA 35+30, 37.74R STA. 37+59, 25.07L NEW FH ASSEMBLY 8" X 6" TEE STA 37+59, 19.97 L STA. 34+31.01, 7.83R 1.0° VERT. DEFLEC. 6" GATE VALVE AND BOX STA 37+59, 21.81L 8" GATE VALVE AND BOX STA 37+24, 17.08L 6" X 6" TEE STA 35+31, 35.43 R 6" GATE VALVE AND BOX STA 35+29, 34.82R STA. 35+27, 34.08R NEW FH ASSEMBLY 3'-0"MIN. COVER3'-0"MIN. COVEREXISTING GRADE 8" DI WM CLASS 350 12"MIN6"MIN12"MINSTA 34+748" 45° BENDCL 154.00STA 35+318" X 6" TEECL 155.50STA 37+228" X 6" TEECL 156.50STA 37+798" 45° BENDCL 157.10STA 37+748" 45° BENDCL 156.50STA 37+528" 11.25° BENDCL 156.50STA 37+068" 11.25° BENDCL 156.50STA 34+928" 45° BENDCL 154.00STA. 36+60.121° VERT. DEFLEC.T.O.P. EL. 156.83EXIST. 6" WMINV EL. UNK.STA 35+338" GATE VALVE AND BOXCL 155.50STA. 35+25.301° VERT. DEFLEC.T.O.P. EL. 155.83STA. 35+43.901° VERT. DEFLEC.T.O.P. EL. 155.83STA 36+842" ARVCL 156.50STA. 34+31.011° VERT. DEFLEC.T.O.P. EL. 153.33STA 37+598" X 6" TEECL 156.50STA 37+248" GATE VALVE AND BOXCL 156.50EXIST. 6" WMINV EL. UNK.STA 37+85EXIST. 8" GATE VALVE AND BOXCL 157.10EXIST. UGTINV EL. UNK.34+00 35+00 36+00 37+00 38+00 SCALE: 1" = 20' PLAN PLOT DATE: 2/12/2024 4:06 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-09 Saved by HP Save date: 2/9/2024 11:28 a. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-09 CIVIL PLAN AND PROFILE STA 34+00 TO STA 39+00 KEY PLAN NTS AREA DEPICTED STA 34+00 MATCH LINE SEE DWG C-08N LAKEWOOD AVEREWIS S T REWIS S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD LEGEND CL CONCRETE ELEVATION OVERHEAD ELECTRIC EXISTING STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE EXISTING ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING UNKNOWN PROPERTY LINE EASEMENT LINE R/W RIGHT OF WAY CENTERLINE RAIL ROAD PALM TREE OAK TREE HOLLY TREE PINE TREE UNIDENTIFIED TREE TO BE REMOVED TO BE GROUTED 10 20'020 1"=20'-0" EXIST. 6" AC WM EXIST. 8" GATE VALVE EXIST. 8" DI WM HORIZONTAL VERTICAL SCALE:1" = 4' SCALE: 1" = 20' PROFILEELEVATION ELEVATION150 145 155 160 150 145 155 160 FLEWELLING AVE ( R / W V A R I E S )JAY AVE (50' R/W)CONTRACTOR SHALL REMOVE FIRE HYDRANT AND ALL APPURENTANCES CONNECTED TO EXIST. 6" AC WM CONTRACTOR TO REMOVE BOLLARDS EXIST. 8" X 6" REDUCER TO BE REMOVED. CONTRACTOR TO FIELD VERIFY AND CONNECT 8" DI WATER MAIN TO EXISTING 8" GATE VALVE (SEE NOTE 1) 6" LINESTOP CUT AND CAP PIPE EXIST. 6" AC WM 6" LINESTOP CUT AND CAP PIPE 13 CD-02 REMOVE AND REPLACE CONCRETE DRIVE JOINT TO JOINT REMOVE AND REPLACE CONCRETE DRIVE JOINT TO JOINT CONNECT TO EXISTING 6" AC WM WITH A 45 BEND AND TRANSITION COUPLING. EXISTING WM TO BE RESTRAINED (SEE NOTE 5) 6" LINESTOP REMOVE AND REPLACE SIDEWALK JOINT TO JOINT PER FDOT INDEX 522-001 REMOVE AND REPLACE SIDEWALK JOINT TO JOINT PER FDOT INDEX 522-001 384 LF OF OPEN CUT 11 CD-02 12 CD-02 CONFLICT DETAIL 13 13 C-13 CONFLICT DETAIL 12 12 C-13 20 D-01 6" DI WM CLASS 350. OPEN CUT LENGTH 50 FT 6" DI WM CLASS 350. OPEN CUT LENGTH 36 FT NOTES: 1.CONNECTION LOCATION SHALL NOT BE WITHIN THE RAILROAD RIGHT-OF-WAY. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND COORDINATING WITH EXISTING UTILITIES DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. 3.IN AREAS WHERE WATER MAIN IS CALLED OUT TO BE REMOVED WHERE WORK CANNOT BE MAINTAINED WITHIN CITY RIGHT-OF-WAY, CONTRACTOR SHALL GROUT SEGMENT OF PIPE. NO DEMOLITION WORK SHALL OCCUR ON PRIVATE PROPERTY. CONTRACTOR SHALL GET APPROVAL FROM OWNER FOR AREAS PROPOSED BY CONTRACTOR TO BE GROUTED. 4.CONTRACTOR SHALL PROTECT AND/OR REMOVE AND REINSTALL MAILBOXES, SIGNAGE, FENCING, ETC. AS REQUIRED FOR THE WORK. ANY DAMAGED ITEMS AS A RESULT OF THE WORK SHALL BE REPLACED AT NO COST TO THE OWNER. 5.ASSUME THAT THE EXISTING PIPE IS NOT RESTRAINED. FOR TIE-INS, EXCAVATE EXISTING PIPE JOINTS, FITTINGS AND VALVES AND RESTRAIN IN ACCORDANCE WITH DETAIL 4 ON CD-01. FOR ASBESTOS CEMENT TIE-INS, RESTRAIN EXISTING PIPE JOINTS, FITTINGS AND VALVES WITH THRUST BLOCKS OR CONCRETE DEADMAN IN ACCORDANCE WITH DETAIL 24 AND 25 ON SHEET D-02. 6.A MAJORITY OF THE EXISTING WATER MAINS ARE ASBESTOS CEMENT (AC) MATERIAL, AND SPECIFIC CONSIDERATION MUST BE GIVEN WHEN WORKING WITH THIS MATERIAL. WHERE AC PIPE IS TO BE PLACED OUT OF SERVICE, ALL PIPING SHALL BE FULLY GROUTED AND CAPPED. WHERE AC PIPE IS DESIGNATED TO BE REMOVED, THE PIPE SHALL BE COMPLETELY REMOVED FROM THE GROUND AND PROPERLY DISPOSED OF, FOLLOWING ALL APPLICABLE LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER HANDLING AND DISPOSAL. DEP FORM 62-257.9000(1) SHALL BE SUBMITTED BY THE CONTRACTOR. REFER TO SPECIFICATION SECTIONS 02012, 02060 AND 03306 FOR ADDITIONAL REQUIREMENTS. 7.REFER TO DRAWING C-10 AND C-11 FOR PAVEMENT RESTORATION LIMITS. 11 CD-02 BSL #16 BSL #17 BSL #18 1 G-04 1 G-04 1 G-04 6" DI WM CLASS 350. OPEN CUT LENGTH 4 FT BT CROSSING LOCATION APPROXIMATE (NOT SURVEYED). CONTRACTOR SHALL PROTECT EXISTING UTILITIES tetete te te CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL te te E te te te CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL SCALE: 1" = 50' PLAN PLOT DATE: 2/12/2024 4:08 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-10 Saved by HP Save date: 2/9/2024 11:43 a. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-10 CIVIL PAVEMENT RESTORATION - SHEET 1 KEY PLAN NTS AREA DEPICTED N LAKEWOOD AVEREWIS S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD 25 50'050 1"=50'-0" SCALE: 1" = 50' PLAN R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/W R/WMATCH LINE SEE BELOWLEGEND PAVEMENT RESTORATION NOTES: 1.ASPHALTIC CONCRETE THICKNESS AND TYPE TO BE THE SAME AS ADJACENT ROADWAY. 2. PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH DETAIL 1 ON SHEET CD-01 AND THE LATEST EDITION OF THE FDOT DESIGN STANDARDS. IF THERE ARE DISCREPANCIES, THE MORE STRINGENT SHALL APPLY. 3.STRIPING SHALL BE REPLACED AS REQUIRED PER FDOT REQUIREMENTS TO RESTORE ROADWAY TO ORIGINAL CONDITIONS OR BETTER. 4.SPECIAL ATTENTION AND CARE WILL BE PAID TO ALL DRIVEWAYS THAT ARE ALONG THE WATER MAIN ROUTE. ANY DAMAGE BY THE CONTRACTOR DUE TO CONSTRUCTION ACTIVITIES WILL REQUIRED REPLACEMENT OF THE ENTIRE APPROACH TO ORIGINAL CONDITION AT NO COST TO THE OWNER. 5.PAVEMENT MARKINGS SHOULD BE RESTORED BY FDOT 2021-22 DESIGN STANDARDS, INDEX NO. 711-001. 6.WHERE IMPACTED, STABILIZE ROADWAY SHOULDER 2' WIDTH OF SUBGRADE BEYOND EOP AND 6" WIDTH OF BASE ROCK BEYOND EOP. REQUIRED COMPACTION SHALL BE IN ACCORDANCE WITH DETAIL 1 ON SHEET CD-01. TOTAL PROJECT AREA Sq. Yds. REWIS ST REWIS ST REWIS ST REWIS ST REWIS STN LAKEWOOD AVEMATCH LINE SEE ABOVEMATCH LINE SEE SHEET C-11REWIS S T MELVA AVEWEST AVEAPPROXIMATE LOCATION OF STAMPED ASPHALT RESTORATION. SEE SHEET C-04 CHRISTINE AVE0 E te te te te E CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL te E te te te CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL PLOT DATE: 2/12/2024 4:09 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-11 Saved by HP Save date: 2/9/2024 11:43 a. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-11 CIVIL PAVEMENT RESTORATION - SHEET 2 KEY PLAN NTS AREA DEPICTED N LAKEWOOD AVEREWIS S T FLEW E L LI N G A V E WEST AVESPRING AVEHILL AVEORANGE AVECARDINAL STJAY STLYMAN STMELVA AVEMALC O M R D E SILVER STAR RD 25 50'050 1"=50'-0" FLEWELLING AVE SCALE: 1" = 50' PLAN SCALE: 1" = 50' PLANR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/W R/W R/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/W R/W REWIS ST FLEWELLING AVE FLEWELLING AVE FLEWELLING AVE MATCH LINE SEE BELOWMATCH LINE SEE ABOVEMATCH LINE SEE SHEET C-10REWIS S T SPRING AVEHILL AVEORANGE AVECARDINAL STJAY STNOTES: 1.ASPHALTIC CONCRETE THICKNESS AND TYPE TO BE THE SAME AS ADJACENT ROADWAY. 2. PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH DETAIL 1 ON SHEET CD-01 AND THE LATEST EDITION OF THE FDOT DESIGN STANDARDS. IF THERE ARE DISCREPANCIES, THE MORE STRINGENT SHALL APPLY. 3.STRIPING SHALL BE REPLACED AS REQUIRED PER FDOT REQUIREMENTS TO RESTORE ROADWAY TO ORIGINAL CONDITIONS OR BETTER. 4.SPECIAL ATTENTION AND CARE WILL BE PAID TO ALL DRIVEWAYS THAT ARE ALONG THE WATER MAIN ROUTE. ANY DAMAGE BY THE CONTRACTOR DUE TO CONSTRUCTION ACTIVITIES WILL REQUIRED REPLACEMENT OF THE ENTIRE APPROACH TO ORIGINAL CONDITION AT NO COST TO THE OWNER. 5.PAVEMENT MARKINGS SHOULD BE RESTORED BY FDOT 2021-22 DESIGN STANDARDS, INDEX NO. 711-001. 6.WHERE IMPACTED, STABILIZE ROADWAY SHOULDER 2' WIDTH OF SUBGRADE BEYOND EOP AND 6" WIDTH OF BASE ROCK BEYOND EOP. REQUIRED COMPACTION SHALL BE IN ACCORDANCE WITH DETAIL 1 ON SHEET CD-01. LEGEND PAVEMENT RESTORATION TOTAL PROJECT AREA Sq. Yds. 0 STA 3+528" X 6" TEECL 128.50STA 3+526" GATE VALVE AND BOXCL 128.50STA 3+526" 22.5° BENDCL 128.50EXIST. 2" GS WMAPROX. TOP EL. 130.35EXIST. 2" UGTAPROX. TOP EL. 129.95STA 3+566" 45° BENDCL 128.50STA 3+556" 45° BENDCL 129.35STA 3+566"X2" SERVICE SADDLECL 129.35STA 20+514" GATE VALVE AND BOXCL 146.00STA 20+534" 45° BENDCL 146.00STA 20+524" 45° BENDCL 147.50STA 20+506" X 4" TEECL 146.00EXIST. 2" UGTAPROX. TOP EL. 147.90EXIST. 1/2" UGTAPROX. TOP EL. 148.454" DI WM CLASS 350 STA 21+948" X 6" TEECL 146.00STA 21+946" GATE VALVE AND BOXCL 146.00STA 21+936" 45° BENDCL 146.00STA 22+016" 45° BENDCL 147.88STA 21+956" 45° BENDCL 147.886" DI WM CLASS 350 STA 22+006" 45° BENDCL 147.88STA 3+108" X 6" TEECL 128.50STA 3+106" GATE VALVE AND BOXCL 127.00EXIST. 2" GS WMINV EL. UNK.EXIST. 2" UGTAPROX. TOP EL. 129.41EXIST. 2" UGEAPROX. TOP EL. 127.20STA 3+106" 45° BENDCL 127.11STA 3+106" 45° BENDCL 128.506" DI WM CLASS 350 STA. 3+10NEW FH ASSEMBLYSTA 0+878" X 6" TEECL 124.00STA 0+876" GATE VALVE AND BOXCL 124.00STA 0+876" 45° BENDCL 124.00STA 0+826" 45° BENDCL 124.75STA 0+78EXIST. 6" GATE VALVE AND BOXCL 124.756" DI WM CLASS 350 STA 6+726" GATE VALVE AND BOXCL 132.59STA 6+726" GATE VALVE AND BOXCL 133.80STA 6+728" X 6" TEECL 133.80EXIST. 2" GS WMAPROX. TOP EL. 135.60EXIST. 2" UGTAPROX. TOP EL. 134.48EXIST. 2" UGEAPROX. TOP EL. 132.32EXISTING GRADESTA 6+726" 22.5° BENDCL 132.59STA 6+726" 22.5° BENDCL 133.806" DI WM CLASS 350 STA. 6+72NEW FH ASSEMBLYSTA 23+794" GATE VALVE AND BOXCL 148.50EXIST. 1 1/2" UNKAPROX. TOP EL. 149.98EXIST. 2" UGTAPROX. TOP EL. 149.96EXIST. 2" GS WMINV EL. UNK.STA 23+784" X 4" TEEFOR CONTINUATION SEE DETAIL 8ACL 148.50STA 23+774" GATE VALVE AND BOXCL 148.50STA 23+774" CAP AND BLOW-OFF ASSEMBLYCL 148.50STA 23+798" X 4" TEECL 148.504" DI WM CLASS 350STA 23+794" 22.5° BENDCL 148.50STA 21+256" X 6" TEECL 146.00STA 21+256" GATE VALVE AND BOXCL 146.00EXIST. 1 1/2" UNKAPROX. TOP EL. 148.606" DI WM CLASS 350STA. 26+52NEW FH ASSEMBLYEXIST. 2" UNKAPROX. TOP EL. 149.61STA 20+506" X 4" TEECL 146.00EXIST. 1/2" UGTAPROX. TOP EL. 148.45EXIST. 2" UGTAPROX. TOP EL. 147.90STA 20+476" 22.5° BENDCL 146.00STA 20+466" 45° BENDCL 146.00STA 20+486" GATE VALVE AND BOXCL 146.00STA 20+496" PLUGCL 146.00STA 23+784" X 4" TEECL 148.50STA 23+774" GATE VALVE AND BOXCL 148.50STA 23+764" 45° BENDCL 148.50STA 23+754" 45° BENDCL 149.48PLOT DATE: 2/12/2024 4:15 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-12 Saved by HP Save date: 2/12/2024 3:00 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-12 CIVIL CONFLICT DETAILS SHEET 1 1"=5'-0" 5 2.5 0 5' 128 130 132 126 128 130 132 126 134 134 146 148 150 144 152 148 150 152 146146 148 150 144 152 128 130 132 126 128 130 132 126 124 124 128 130 132 126 128 130 132 126 124 124 132 134 136 130 138 132 134 136 130 138 148 150 152 146144 148 150 152 146 144 148 150 152 146 DETAIL 1" = 2.5' V 1 C-021" = 5' H (STA 0+87) DETAIL 1" = 2.5' V 2 C-021" = 5' H (STA 3+10) DETAIL 1" = 2.5' V 3 C-021" = 5' H (STA 3+52) DETAIL 1" = 2.5' V 4 C-031" = 5' H (STA 3+72) DETAIL 1" = 2.5' V 5A C-06A1" = 5' H (STA 20+50) DETAIL 1" = 2.5' V 8 C-06A1" = 5' H (STA 23+79) DETAIL 1" = 2.5' V 7 C-06A1" = 5' H (STA 21+94) 148 150 152 146 144 148 150 152 146 144 DETAIL 1" = 2.5' V 6 C-06A1" = 5' H (STA 21+25) 146 148 150 144 152 146 148 150 144 152 DETAIL 1" = 2.5' V 5 C-06A1" = 5' H (STA 20+50) 148 150 152 146 148 150 152 146 152 152 DETAIL 1" = 2.5' V 8A C-06A1" = 5' H (STA 23+79) PROTECT EXISTING UTILITY STA 27+538" X 6" TEECL 149.50STA 27+536" GATE VALVE AND BOXCL 149.50STA 27+536" 22.5° BENDCL 149.50STA 27+506" CAP AND BLOW-OFF ASSEMBLYCL 149.50EXIST. 1 1/2" UNKAPROX. TOP EL. 151.65EXISTING GRADEEXIST. 2" UGTAPROX. TOP EL. 151.506" DI WM CLASS 350 STA 31+798" X 6" TEECL 152.00STA 31+796" GATE VALVE AND BOXCL 152.00STA 31+796" 22.5° BENDCL 152.00STA 31+726" X 6" TEECL 152.00STA 31+706" CAP AND BLOW-OFFASSEMBLYCL 152.00EXIST. 2" UGTAPROX. TOP EL. 153.91EXISTING GRADEEXIST. 2" UGEINV EL. UNK.6" DI WM CLASS 350EXIST. 2" UNKINV EL. UNK.STA 35+286" CAP AND BLOW-OFFASSEMBLYCL 155.50STA 35+306" GATE VALVE AND BOXCL 155.50STA 35+316" X 6" TEECL 155.50STA 35+316" 22.5° BENDCL 155.50STA 35+316" GATE VALVE AND BOXCL 155.50STA 35+318" X 6" TEECL 155.50EXIST. 6" WMINV EL. UNK.EXIST. 2" UGTINV EL. UNK.EXIST. 2" UGTAPROX. TOP EL. 157.1612"MIN6" DI WM CLASS 350 STA 37+096" 45° BENDCL 156.50STA 37+186" 45° BENDCL 156.50STA 37+226" 11.25° BENDCL 156.50STA 37+226" GATE VALVE AND BOXCL 156.50STA 37+228" X 6" TEECL 156.50EXIST. 6" WMINV EL. UNK.12"MIN6" DI WM CLASS 350STA 26+528" X 6" TEECL 148.50STA 26+526" GATE VALVE AND BOXCL 148.50EXIST. 1 1/2" UNKAPROX. TOP EL. 151.49EXIST. 2" UGTAPROX. TOP EL. 151.286" DI WM CLASS 350STA. 26+52NEW FH ASSEMBLYPLOT DATE: 2/12/2024 4:18 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\C-13 Saved by HP Save date: 1/26/2024 3:29 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 C-13 CIVIL CONFLICT DETAILS SHEET 2 1"=5'-0" 5 2.5 0 5' 146 148 150 154 152 146 148 150 154 152 DETAIL 1" = 2.5' V 10 C-071" = 5' H (STA 27+53) 150 154 152 150 154 152 156 156 DETAIL 1" = 2.5' V 11 C-081" = 5' H (STA 31+82) 152 154 156 160 158 154 158 156 154 158 156 160 160 DETAIL 1" = 2.5' V 12 C-091" = 5' H (STA 35+31) DETAIL 1" = 2.5' V 13 C-091" = 5' (STA 37+22) 152 154 156 160 158 146 148 150 154 152 146 148 150 154 152 DETAIL 1" = 2.5' V 9 C-071" = 5' H (STA 26+52) PLOT DATE: 2/12/2024 4:18 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\CD-01 Saved by HP Save date: 11/26/2023 6:47 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 DETAIL NTS 1 - DETAIL NTS 2 - DETAIL NTS 3 - CD-01 CITY STANDARD DETAILS SHEET 1 Typical Cross Section Stage 1 Stage 2 Varies Straight and Smooth Saw Cut Existing Surface Treatment Extent of Pavement Replacement Replacement Base 1/2 of Pipe Diameter or 1' Min. 18"6" Curb Stage Compactions: 1.Backfilling of trench shall be in six inch (6") maximum lifts. 2.Stage 1: Backfilling trench in Stage 1 shall use proper mechanical equipment to insure proper compaction throughout, including pipe haunches. 3.Stage 2: Backfilling trench in Stage 2 shall be to bottom of sub-grade. NOTES: 1.All work and material for the Flexible Pavement Reconstruction shall be in accordance with the most current City of Ocoee - Engineering Standards Manual (available at OCOEE.ORG). 2.Any conflict between ESM specification and this sheet's specifications shall be resolved by the more stringent requirement. 3.Replacement asphalt shall match the existing structural and friction courses for type and thickness in accordance with requirements as set forth by the ESM. 4.Replacement asphalt shall be installed the to the full width of the travel lane. 5.Backfill and base material shall be clean and homogenous compacted to 98% of the maximum density per AASHTO T-180. Tack shall be added to the new base material prior to installing the replacement asphalt. 6.Base course shall be prepared in 6" lifts maximum, and thoroughly compacted. 7.Where trench line abuts existing curb(s), construct clean butt joint with curb. In the event curb is undermined and/or compromised, curb shall be replaced. Butt-Joint Detail CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:July 2022 N/A PW002 DETAIL NO. Open Cut Flexible Pavement Replacement CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:July 2022 N/A PW003 DETAIL NO. Driveway Approach Right-of-Way Line Driveway Roadway Curb & Gutter 1 2 3 4 3 5 1 Legend Driveway: approach and sidewalk 6" Thick - fc' = 3,000 psi @ 28 days, fiber reinforced concrete 2 Sidewalk: 4" Thick - fc' = 3,000 psi @ 28 days 3 Expansion Joint: bituminous fiber board material 1/2" thick and full depth 4 Construction Joint: tooled, dummy or sawed (1" depth minimum, spacing equal width of sidewalk) 5 Approach Transition: Flair Curb shall be dropped if not mountable Curb shall be dropped through driveway with 3' transitions each end of driveway for non-mountable curb. All wooden stakes used in form work if left in place, shall have 2" or more of concrete cover. Notes: NOTES: 1. Pipe bedding material and trench backfill shall be select common (clean) fill compacted to 95% (98% in roadway) of the maximum density as per AASHTO T-180. 2. Contractor shall install crushed rock (or equivalent bedding material) where pipe bedding does not provide solid support (yielding or plastic). Depth of material shall be a minimum of 6", or as needed, to provide non-yielding support for the pipe. All unsuitable material shall be removed from pipe bedding unless special provisions are approved by the City. 3. Excavated trench width at pipe haunch shall be sufficient in size for haunch compaction, but shall be no greater than 15" on each side of pipe for pipes less than 24" in diameter (24" for pipes 24" in diameter or greater.) 4. Water shall not be permitted in trench line during construction. 5. Pipe line shall be installed with bell fitting facing upgrade. 6.Gravity sewer shall have a 6" minimum rock bed. Crown trench in unimproved areas (3" min.) Clean Fill Undisturbed Earth 12" (typ.) Trench Width Varies Based on Pipe Dia. Existing Grade Pipe BeddingTrench BackfillRock Bedding (See Notes 2 and 6) Pipe Diameter *a *a See Note 3 *a CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:September 2019 N/A UT001 DETAIL NO. Pipe Bedding and Trench DETAIL NTS 4 - NOTES: 1.The restraint values as indicated by the "Restraint Table" are minimum values.Design engineer shall be responsible for confirming field conditions, and make adjustments accordingly. 2.All fittings shall have restrained joints unless otherwise indicated. 3.No restraints required if continuous pipe length is greater than value provided in "Restraint Table" above. 4.Where two or more fittings are laid in-line, use greatest restraint length for coverage. 5.For in-line valves and through run of tees: outside limits of restrained joints from other fittings need not be restrained unless otherwise indicated. 6.Lengths shown in the table have been calculated in accordance with the procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as published by DIPRA, with the following assumptions: Working Pressure: 150 PSI Soil Designation: SM (Silty Sand, Sand-Silt Mix.) Laying Conditions: 5 7.For pipe encased in polyethylene, use values given in parentheses or increase the given value by 150%. 8.For pipe sizes not included in the Restraint Table or pipe material not adhering to given conditions, design engineer shall determine and specify pipe lengths which shall be approved by the City. 4"6"8"10"12"16" 15 21 27 32 37 47 7 5 11 13 16 20 5 5 6 7 8 10 5 5 5 5 5 6 30 47 64 81 98 133 Fittings Pipe Size D.I.P. Restraint Table 90° Bend 45° Bend 22 1/2° Bend 11 1/4° Bend Plug or Branch of Tee Minimum Length (FT) to be Restrained on Each Side of Fitting(s) CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT005 DETAIL NO. Ductile Iron Pipe Restraint Table NOTES: 1.PVC extensions shall not be used on valve box. 2.The actuating nut for valves shall be no deeper than 24" from ultimate finished grade. 3.Valve assembly shall include center spacing guide from the City's Approved Materials List. 4.Where valve nut is more than 36" below grade, valve assembly shall include an extension from the City's Approved Materials List. 5.Valve collar shall be 24" x 24" x 6" square pad and concrete for collar shall be fc' of 3,000 psi minimum @ 28 days for non-pavement areas. 6.Valve Marker shall be from the City's Approved Materials List and shall include "City of Ocoee", main type, size, material, turns to open or close valve, and direction of rotation. 7.Valve Box shall not be located in pavement, sidewalk, or driveway unless approved by the City. If approved, Contractor/Developer shall reach out to the Utilities Department on the location of the Valve Tags. 8.For Valve Box approved in pavement, a disk valve marker shall hang in the valve box anchored to the locating wire. Pipe/Main 6" FDOT #57 Stone Valve Adjustment Ring Actuating Nut for Valve Concrete Collar (See note 5) Finished Grade Adjustable cast iron valve box Valve box shall rest on bedding rock, not on valve or pipe, and shall be centered on operating nut. Valve I.D. Marker (See note 6) ##"D IP CCW OP E N ##T U R N S W A T E R MAI N 24" 24" 12" #4 bar with 2" minimum concrete cover CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:June 2021 N/A UT009 DETAIL NO. Valve Box and Cover ##"DIP CCW OP E N ##T U R N S W A T E R MAI N 1 4" See Note 8: C IT Y OF OCOE E C IT Y O F OCOE E DETAIL NTS 5 - DETAIL NTS 6 - DETAIL NTS 7 - DETAIL NTS 8 - Main (type) PIPE LETTERING NOTES: 1.Lettering shall be per the American Water Works Association. 2.Lettering shall be a minimum of 3/4" in height and shall be be facing up when the pipe is installed. 3.Lettering must be permanently imbedded into the pipe/main, not painted or stenciled. 4.Lettering shall be of contrasting color to pipe/main color. Pipe/Main color based on use. Main (type) See Note 2 for lettering size and orientation. Pipe Marking (Lettering) N.T.S. Diameter = 2.5" to 4" 3" Tape centered along the top half of pipe. Main (type)Main (type)Main (type) Diameter = 6" to 16" Two (2) 6" Tapes along both sides of top half of pipe. Main (type)Main (type)Main (type)Main (type)Main (type)Main (type)Main (type)Main (type)Main (type)Main (type)Main (type)Main (type)Main (type) Diameter = 20" and larger Three (3) 6" Tapes along top and both sides of top half of pipe. Warning Tape N.T.S. WARNING TAPE NOTES: 1.Tape color shall be in accordance with (same) as main/pipe color. 2.Tape lettering shall be at least 1" in height with no greater than 12" in spacing. 3.Warning tape shall extend total length of pipe.Main (type)Main (type)CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT011 DETAIL NO. Pipe Identification & Warning Tape NOTES: 1.All pipe shall include the installation of #10 THHN copper tracing wire capable of detection by cable locating equipment. 2.Tracing wire shall be buried directly above the transverse centerline of the pipe. 3.End(s) of the locating wire shall be such that wire can be accessed by locating equipment assessing the wire in a valve vault or blow-off box. Wire is required to extend 12" minimum above finished grade. 4.Unless approved by the City, early warning tape indicating the type of pipe shall be required. 5.All directional drill pipe shall have locating wire attached to the top of pipe and shall remain on the top of the pipe during installation. 6.All service lines shall have locating wire placed on the pipe as described in City of Ocoee detail UT206 "Utility Service Connection" 7.All wire splices shall be completed with twist-on type wire nuts with gel or grease filled moisture seal. 8.All tracing wire installation shall be tested and verified for continuity by the contractor prior to final acceptance 1" MaximumTracing Wire Pipe #10 THHN Tracing Wire 1" max. from Top of Pipe. Cross Section Transverse Section Early Warning Tape Existing Grade Finished Grade CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT010 DETAIL NO. Pipe Locating Wire 4"6"8"10"12"16" 18 24 32 38 44 55 10 10 13 16 18 23 10 10 10 10 10 11 10 10 10 10 10 10 30 47 64 81 98 133 Fittings Pipe Size PVC/HDPE Restraint Table 90° Bend 45° Bend 22 1/2° Bend 11 1/4° Bend Plug or Branch of Tee Minimum Length (FT) to be Restrained on each side of Fitting(s) NOTES: 1.The restraint values as indicated by the "Restraint Table" are minimum values. Design engineer shall be responsible for confirming field conditions, and make adjustments accordingly. 2.All fittings shall have restrained joints unless otherwise indicated. 3.No restraints required if continuous pipe length to fitting is greater than value provided in "Restraint Table" above. 4.Where two or more fittings are laid in-line, use greatest restraint length for coverage. 5.For in-line valves and through run of tees: outside limits of restrained joints from other fittings need not be restrained unless otherwise indicated. 6.Lengths shown in the table have been calculated in accordance with the procedures outlined in "Thrust Restraint Design for Ductile Iron Pipe" as published by DIPRA, with the following assumptions: Working Pressure: 150 PSI Soil Designation: SM (Silty Sand, Sand-Silt Mix.) Laying Conditions: 5 7.For pipe sizes not included in the Restraint Table or pipe material not adhering to given conditions, design engineer shall determine and specify pipe lengths which shall be approved by the City. 20" 74 31 15 10 167 CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT004 DETAIL NO. PVC/HDPE Pipe Restraint Table PLOT DATE: 2/12/2024 4:18 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\CD-02 Saved by HP Save date: 11/26/2023 6:45 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 CD-02 CITY STANDARD DETAILS SHEET 2 Hose Nozzle Pumper Nozzle Facing Street Hydrant Operating Nut 6" Bedding Rock 18" Min. Above Finished Grade 24" MJ Hydrant Anchoring Tee CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:June 2021 n/a UT201 DETAIL NO. Fire Hydrant Assembly Resilient Seat Gate Valve and Box (See Detail UT009)36" Min.Compacted Backfill Maximum 6" Clearance Between Concrete and Bottom of Nuts/Bolt 3 ' to 5 ' Expansion Fiber Material (TYP) Concrete Sidewalk Note: 1.Hydrants shall be painted with double coat enamel paint per the following: ·Public Potable Water - Safety Yellow Pantone 13-0630TN ·Reclaimed Water - Purple Pantone 522 C ·Private Fire - Cherry Red HDC-MD-16 2.Concrete shear pad shall abut between sidewalk and curb. Where sidewalk is not present, concrete shear pad shall be approx. 7.5' x 3.5' min. 3.Concrete shall be 6" thick with fibermesh and shall be fc' of 3,000 psi minimum at 28 days. 4.Any deviation from this detail shall be made known to the City for approval.WWStandard Configuration Alternate Configuration Edge of Pavement Edge of Pavement Sidewalk Sidewalk Water/Reclaim Main Water/Reclaim Main Fire Hydrant Assembly Fire Hydrant Assembly 90° Bend NOTES: 1.All pipes and fittings shall be schedule 40 brass or equivalent with threaded (NPT) joints except where denoted otherwise. 2.All pipe and fittings shall be in accordance with City Standards for the applicable service provided. 3.Pipe restraints shall be in accordance with City Standard Details UT004 for PVC/HDPE Pipe or UT005 for Ductile Iron Pipe. Cross Section Tapped End Cap Restraint Pipe and End Cap Finished Grade Double Meter Box (traffic rated) Valve Box and Cover (See UT009) Crushed stone 6" thick extending 2" beyond box 2" Blue Polyethylene Pipe 2" Brass Coupling 2" Brass Coupling CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT203 DETAIL NO. Blow Off Assembly CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:June 2021 N/A UT204a DETAIL NO. Gas Release Valve Water and Reclaim Vented ARV enclosure (See note 6) 2" Air release valve 2" Ball/Plug valve Adjustable cast iron valve box (Detail UT009) Min. 3% slope 2" Pipe 2" Elbow 2" Corp stop 2" Double strap stainless steel saddle NOTES: 1.Gas Release Valve shall mean Air, Combination Air/Vacuum, and Surge Protection Release Valve. 2.Offset distance to be field determined and as close to the right of way as possible and clear of pedestrian walkways. If pipe is at right of way line, no offset is required. 3.Above detail applies to a 2" ARV. For larger ARVs, pipe diameter and valves shall be equal to the size of the ARV. 4.All piping, valves and appurtenances to be brass or 316 Stainless Steel except where specified otherwise. 5.ARV shall have a Reinforced Nylon Body D-040 or Ductile Iron Body D-060 for Potable Water Systems. ARV shall be Reinforced Nylon Body D-021 or Ductile Iron Body D-060 for Reclaim Water Systems. 6.The enclosure shall follow the City's Approved Materials List or be an approved equal with temper proof locking device and vents must be capable of allowing at least the same amount of airflow as the valve. 7.Shop drawings for the ARV shall be submitted to the City for approval. 8.Any deviation from this detail shall be made known to the City for approval. RIGHT OF WAY PRIVATE PROPERTY Main Diameter 12" and smaller 16" 20", 24" 30", 36" 2" Elbow and tubing (threaded) 2" Plug valve with 2" square nut FDOT #57 stone 2" Nipple Varies (See Note 1)2' Min.1' Min. 18" Min. 6" Min. 2" 3" 4" 6" ARV 2" TEE with removable Cap 9" Min. DETAIL NTS 9 - DETAIL NTS 10 - DETAIL NTS 11 - DETAIL NTS 12 - DETAIL NTS 13 - DETAIL NTS 14 - DETAIL NTS 15 - DETAIL NTS 16 - Stainless Steel Tapping Sleeve NOTES: 1.All Sleeves and Valves shall be water tested before tap. 2.No Wet Tap on Asbestos Cement water mains. 3.For Valve Box and Cover, see Ocoee UT009 Valve Box and Cover Detail. Resilient Seat Tapping Valve Test PlugRestrained Mechanical Joint New Main Active Main Flange Gasket CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:Feb. 2020 N/A UT205 DETAIL NO. Stainless Steel Tapping Saddle and Gate Valve Assembly Water and Reclaim NOTES: 1.All fittings shall be brass with compression-pack joint type connections. 2.No service line shall extend or terminate under a driveway. 3.Meter end of service shall terminate with curb stop (90°) for single service and dual horn and curb stops (90°)for dual services. 4.Meter end of service shall terminate 3' past meter location where service shall, unless directed otherwise, extend 3' above finished grade tied to a 2" x 4" x 4' stake. If directed, service connection shall be buried and located with an 2" x 4" x 4' painted marker. Stake or marker shall indicate lot(s) to be served. 5.Concrete curb shall be marked (stamped or saw-cut) with "W" locating service. 6.Service connection to the main shall use approved saddle, and tapping of main shall be by a method where a solid coupon is removed. 7.Services installed under finished or existing pavement shall be directionally drilled. 8.Upon approval, direct tap (no saddle) may be used on Ductile Iron Pipe. 9.Service color shall be blue for potable water and purple (magenta) for reclaimed water. Tapping SectionWATER MAINAWWA Type CC Threads #10 THHN Tracing Wire, Color to Match Service Water Main Corporation Stop (Ford F1000-4NL) & Fittings (normally open) Service, Polyethylene Tubing, 1" min. To Meter/Box Assembly Double Strap Stainless Steel Saddle 30° to 45° Service View with Single Meter Double Meter ConfigurationSingle Meter Box and Water Meter (By City) Coil Excess Tracing Wire in Box Service Polyethylene Tubing Curb Stop (See Note 3) #10 THHN Tracing Wire to Match Use in Color Brass Corporation Stop (1" Min.) Double Meter Box and Water Meter (By City) 90° Angled Curb Stops at Ends of Horn U-Branch Brass Horn (1" x 3/4" x 3/4") Installed Upright CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:Sep. 2019 N/A UT206 DETAIL NO. Water and Reclaim Service Connection NOTES: 1.Pipes/mains in this detail are for representation purposes only. Refer to plan or utility sheets for pipes/main material, size, and configuration. 2.For meter configuration, including fittings and box, see City of Ocoee Meter and Meter Box Details UT207 for Single Family and UT208 for Commercial/Multi-Family. 3.Unless directed by City, reclaimed and potable meter boxes shall be separated by placing the boxes at opposite property lines. 4.Meters should be centered in grassed parkway, if possible, offset from front of sidewalk 2', and such that private service will not cross adjacent lot. Meter Location Plan View Pipe/Main Property Lined Right-of-Way Single Service Double Service Single Service (typ.)Single Service (typ.) Sidewalk Curb Typical Meter Layout Right-of-Way Line Sidewalk Grassed Parkway Main Curb Private Services CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT207 DETAIL NO. Meter & Service Locations NOTES: 1.The table above represents the minimum separation requirements as described in the City's Engineering Standards Manual. The most stringent requirements between the City's Standards and the guidelines set forth in the Florida Administrative Code 62-555.314 (F.A.C). shall apply between newly proposed utility lines and existing or proposed utility lines. 2.Joint spacing shall be based on one full length water main pipe centered above or below other pipes. The joint shall be no less than the required distance from the center of the crossing of the two pipes. (The water pipe shall be above the other pipe unless otherwise approved by the City.) 3.Where the City's minimum vertical and horizontal separation from potable water cannot be achieved from the outside of the potable water pipe and the outside of the other pipe/main, preferred separation in accordance with F.D.E.P. rules of the Florida Administrative Code 62-555.314 (F.A.C.) and 62-604.400 (F.A.C.) may be allowed upon approval by the City's Utilities Department. a.If it is not technically feasible or economically sensible to comply with the requirements set forth in 62-555.314 (F.A.C.), technical or economic justification for each exception must be submitted to F.D.E.P. with alternative construction features. Proof of F.D.E.P.'s approval for exceptions shall be submitted to the City. 4.For the purpose of this table, reclaimed water shall mean unrestricted public access reuse water as defined by F.A.C. 62-610. Other types of reclaimed water, not treated to public contact levels, shall be considered raw sewage, and the separation list for sanitary sewer shall apply. 5.Alternative water, such as storm water used for irrigation, shall be considered reclaimed water for separation requirements. 6.Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the outside dimension of each pipe/main. 7.All Sanitary and Storm Structures shall follow separation requirements above. 8.Potable water pipes shall be laid above all pipes conveying raw sewage whenever they cross. 9.All utilities shall be installed with 36" of cover over the top of pipe. Cover shall be measured with current or future grading to ensure the 36" coverage. 10.No potable water pipe may pass through a sanitary sewer structure. Penetration through storm sewer must be approved by the City and is subject to special conditions and materials. 11.Structural shall refer to foundations, walls, etc. Additional separation shall be required by the City for construction of, including, but not limited to: live loads, multi-story commercial buildings, superstructures, embankments, retaining walls, bridges, railroads, high voltage transmission mains, gas mains, etc. Pipes/Mains Separation Requirement Table (See Note 11 for Structural) Potable Reclaimed Sanitary Sewer Storm Sewer Potable Reclaimed Horiz.Vert.Horiz.Vert.Horiz.Vert.Horiz.Vert. Sanitary Sewer Storm Sewer 3'12"3' 3'3'3' 3'3' 3'3'3' 18"18" 12" 12" 12" 12" 12" 12" 18" 18" 10' 12" 10' CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:November 2022 N/A UT013 DETAIL NO. Pipe Separation Requirement Table Joint Spacing Requirement Table (See Note 2) Potable Reclaimed Sanitary Sewer Storm Sewer Potable 3'3'6' Horiz. 10' Structural 10' 10' 10' NOTES: 1.All pipe shall be installed with # 10 THHN solid copper tracing wire. Tracing wire must be installed directly above the pipe in a continuous circuit. 2.Tracing wire shall cover all main, pipe, branches (including fire hydrants) and service connections. 3.Tracing wire shall extend a minimum of 12" above grade at required intervals and/or valve lids. 4.Tracing wire shall be coiled and placed in a valve box and shall be easily accessible. 5.At dead ends of mains, pipe, and/or service, the tracing wire shall be placed in a properly identified cast iron valve box (Valve Box and Cover Detail UT009).12"CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:April 2019 N/A UT012 DETAIL NO. Tracing Wire Location #10 THHN Solid Wire Provide one continuous loop of tracing wire with 24" of excess and coil excess tracing wire in valve box Drill hole in Valve Box (below collar and above valve box threads) PLOT DATE: 2/12/2024 4:19 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\CD-03 Saved by HP Save date: 11/10/2023 12:10 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 CD-03 CITY STANDARD DETAILS SHEET 3 DETAIL NTS 17 - NOTES: 1.Provide temporary pipe supports as required. 2.Do not use galvanized pipe or accessories. Polyethylene pipe can be used with approval by the City 3.A temporary jumper connection is required at all connections between existing active water mains and proposed new water main improvements. 4.The detail shown is to be used for filling any new water main of any size from existing active water mains and for flushing of new mains up to 8" diameter (2.5 fps min velocity) and for pulling bacteriological samples from any new water main of any size. 5.The jumper connection shall be maintained until after filling, flushing, testing, and disinfection of the new main has been successfully completed; and clearance for use from Florida Department of Environmental Protection (FDEP) and other pertinent agencies has been received. 6.Pipe and fittings used for connection of the new pipe to the existing pipe shall be disinfected prior to installation in accordance with AWWA C651, 2014 edition. 7.Swab or spray the exterior of the main to be tapped and the tapping saddle with 1% Hypochlorite solution. 8.The contractor shall reach out to the City to rent a City Hydrant Meter Assembly. 9.All installation and maintenance of the temporary jumper connection and associated hydrant meter assembly, fittings and valves, etc., shall be the responsibility of the contractor. CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:March 2020 N/A UT211 DETAIL NO. Temporary Jumper Connection Threaded Nipple Final Grade 2" Corporation stop (TYP.) Existing Main 2" Service Saddle (TYP.) 12" Min Hydrant Meter Assembly 90° Bend 2" Pipe 2" Ball Corp Stop New Main Tie in valve shall be closed and Locked. City of Ocoee to be provided locking mechanism. Valve shall be operated by City of Ocoee personnel only. NOTES: 1.Water Service shall be 1" diameter P.E. minimum. 2.Service curb stop shall be bullet locked using High Field Manufacturing Cap Seal # 93210130, Bullet Stud 93210140 and Base 93210120. 3.Service shall extend 4' above finished grade and shall be no more than 2' from back of curb. 4.Top of stake shall be painted the color of the Utility Service and labeled with the Lot Number(s)/Address(es) it serves. 5.When water service will be used for Bacteriological Testing, a hose bib shall be installed on the Curb Stop. 6.Meter shall be installed by the City unless authorization has been given by the City (UT208b) 7.Private connection to the meter shall be the responsibility of the Owner/Owner's Contractor. 90° Compression Curb Stop Fitting Ford KV43-342W-NL Service from Main (P.E.) Double Meter Curb Stop Service from Main (P.E.) Dual Horn Brass with 90° Curb Stops (Ford UV43-42W-NL) Bullet Lock CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:June 2021 N/A UT208a DETAIL NO. Single Family Residential Service Single Meter Curb Stop Weather Protected Heavy Duty Tape 2" x 3" x 5' Wooden Stake Curb Existing Grade Sidewalk 6" minimum below grade NOTES: 1.This detail shall only be used when the Contractor/Developer has been given special permission by the City to place City Meters. 2.Water Service shall be 1" diameter P.E. minimum. 3.Service curb stop shall be bullet locked using High Field Manufacturing Cap Seal # 93210130, Bullet Stud 93210140 and Base 93210120. 4.Private connection to the meter shall be the responsibility of the Owner/Owner's Contractor. Side Single Meter View Reclaimed Meter Connection Use Brass Meter Connection (substitute for Dual Check Valve.) Meter Box MXU (FlexNet Radio Unit) Meter Existing Grade Private Connection 3/4" Brass Meter Connection 90° Compression Curb Stop Fitting Ford KV43-342W-NL Service from Main (P.E.) Dual Check Valve (Potable Water), Ford HHCH31-323-NL Dual Meter Front ViewService from Main (P.E.) Dual Horn Brass with 90° Curb Stops, Ford UV43-42W-NL Bullet Lock CONSTRUCTION DETAILS CITY OF OCOEE SCALE:DATE:February 2021 N/A UT208b DETAIL NO. Single Family Residence Meter Configuration DETAIL NTS 18 - DETAIL NTS 19 - PLOT DATE: 2/12/2024 4:19 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\D-01 Saved by HP Save date: 12/26/2023 8:03 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 D-01 STANDARD DETAILS 1. EXIST GATE VALVE SHALL BE CLOSED PRIOR TO ABANDONING. 2. EXIST HYDRANTS SHALL NOT BE REMOVED FROM SERVICE PRIOR TO PLACING NEW HYDRANTS INTO SERVICE. 3. ALL MATERIALS REMOVED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR. OWNER MAINTAINS RIGHT TO SALVAGE MATERIAL. 6. WHEN EXISTING HYDRANT IS PRESENT IN AN EXISTING SIDEWALK, SAW CUT, AND REMOVE THE EXISTING SIDEWALK AND CURB AT JOINTS AND RESTORE AREA TO CONDITION EXISTING PRIOR TO HYDRANT REMOVAL. EXIST HYDRANT TO BE REMOVED (SEE NOTE 2) LEGEND EXISTING PROPOSED TO BE REMOVED. INSTALL MJ RESTRAINED PLUG IF EXISTING WM TO REMAIN IN SERVICE (SEE NOTE 4) 7. CONTRACTOR SHALL COORDINATE GROUT FILL/ABANDONMENT OF WATER MAIN WITH FIRE HYDRANT REMOVAL/DISPOSAL, AS APPLICABLE. 4. POUR THRUST BLOCK BEHIND NEW PLUG OR CAP IF EXISTING PIPING IS UNRESTRAINED AND MAIN WILL REMAIN IN SERVICE. ALTERNATIVELY, RESTRAIN VALVE TO TEE. EXIST MAIN 5. UNTIL FIRE HYDRANT IS PHYSICALLY REMOVED, ANY HYDRANT THAT BECOMES NON-USABLE SHALL BE COVERED AND MARKED "ABANDONED". NOTES: EXIST VALVE BOX AND SETTING TO BE REMOVED EXIST GATE VALVE TO REMAIN (SEE NOTE 1) BACKFILL AND SURFACE RESTORATION PER TRENCH DETAILS REMOVE EXIST PIPE REMOVE BOLLARDS IF PRESENT RESTORE TO EXISTING CONDITIONS NOTES: 1.PUMP FLOWABLE GROUT FROM ONE END, OR INTERMEDIATE POINTS ALONG PIPELINE, UNTIL PIPE IS FILLED, WITH NO VOIDS, AS WITNESSED BY THE DISCHARGE FROM VENT PIPE(S). 2.CONTRACTOR TO PROVIDE GROUTING PLAN TO OWNER AND ENGINEER FOR REVIEW AND APPROVAL INDICATING SPECIFIC LOCATION OF PROPOSED GROUT PORTS. 3.CONTRACTOR MAY INCREASE LENGTH BETWEEN GROUTING PORTS IF INITIAL, EXTENDED LENGTH GROUTING IS ACCEPTABLE TO THE ENGINEER 4.PIPES TO BE ABANDONED, WHICH ARE 3" AND SMALLER, SHALL BE SAW CUT WITH END OF PIPES BEING GROUT PACKED WITH QUICK SETTING HYDRAULIC CEMENT, 12" MIN., AT ENDS OF PIPE. 5.PROVIDE PLUGS, CORPORATION STOPS, AND PIPING AS REQUIRED TO REMOVE AIR FROM THE ABANDONED PIPE LINES WHILE GROUTING. 6.CONTRACTOR SHALL UTILIZE EXISTING SERVICES AS GROUT PORTS AS FEASIBLE. 7.TAPPED MJ CAPS MAY BE REQUIRED IN CASES WHERE PIPE ABANDONMENT OCCURS AFTER A CUT AND CAP IS UTILIZED FOR A TIE-IN. 8.THE LOCATION OF ALL CEMENT PLUGS AND GROUTING POINTS SHALL BE IDENTIFIED ON THE RECORD DRAWINGS. DIMENSION TO BE DETERMINED BY GROUTING CONTRACTOR RESTORE SURFACE PUMP GROUT INLET 2" PIPE ROUTE VENT PIPE OUTSIDE OF ROADWAY RIGHT-OF-WAY BEFORE REPAIRING ASPHALT, AS APPLICABLE CEMENT PLUG, TYP 0'-3" MIN CONC SEAL 2'-0" 300' MAX. BETWEEN GROUTING PORTS (SEE NOTE 3) PIPING TO BE GROUTED VENT PIPE TO BE 1' MIN ABOVE GRADE FOR GROUTING INSTALLATION. REMOVE PIPE TO 2' MIN BELOW GRADE FOR FINAL RESTORATION. UTILIZE FITTING IN CEMENT PLUG AS NEEDED TO PREVENT BLOWOUT 2" OR 4" VENT PIPE AS DETERMINED BY GROUTING CONTRACTOR FRAME & LID TO BE REMOVED ABANDONED EXISTING VALVE TO REMAIN IN PLACE VALVE BOX TO BE REMOVED CONC. COLLAR TO BE REMOVED TURN VALVE TO OPENED POSITION RESTORE TO EXISTING CONDITIONS 1. EXISTING MAIN LINE VALVES SHALL BE ABANDONED AS FOLLOWS: BACKFILL AND SURFACE RESTORATION PER TRENCH DETAILS 1.2 GRASS AREAS = REMOVE UPPER SECTION OF VALVE BOX, BACKFILL AREA, COMPACT TO SPECIFICATION (95% DRY DENSITY MIN.) AND REPLACE SOD. 1.1 PAVED AREAS = REMOVE VALVE BOX AND FILL WITH CONCRETE TO FLUSH WITH PAVEMENT BASE. SAW CUT PAVEMENT AND INSTALL ASPHALT PATCH. NOTES: EXISTING TREE * * ROOT PRUNING NOTES: EXISTING GRADE 1.ALL TREE AND ROOT PRUNING SHALL BE PERFORMED ACCORDING TO THE ANSI A300 ROOT PRUNING STANDARDS AND SHALL BE DONE BY AN INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIED ARBORIST LICENSED IN FLORIDA. PRUNING OPERATORS SHALL MEET WITH THE ENGINEER/OWNER PRIOR TO ANY PRUNING. 2.CUTS ARE TO BE MADE CLEANLY WITH A SHARP ROOT PRUNING TOOL (SUCH AS A DOSCO OR VERMEER ROOT PRUNER). 3.INSTALL ORANGE PLASTIC MESH TREE BARRIER, WITH REBAR SUPPORTS, AT POINT OF PRUNING AND CONTINUE COMPLETELY AROUND TREE, PROTECTING THE AREA WITHIN THE DRIP LINE (EXTENT OF OUTER BRANCHES). POINT AT WHICH ROOTS ARE PRUNED PRIOR TO EXCAVATION IF WITHIN 6' OF TRUNK CONSULT PROJECT ENGINEER DEPTH OF EXCAVATION ROOT BARRIER NOTES: 1.ROOT BARRIER IS REQUIRED FOR LOCATIONS WHERE TREE(S) AND/OR ASSOCIATED ROOTS ARE LOCATED WITHIN 10 FEET OF A REQUIRED IMPROVEMENT. 2.ROOT BARRIER SHALL BE INSTALLED 15 FEET ON CENTER OF TREES AND/OR ROOTS. 3.ROOT BARRIER SHALL BE MINIMUM 48" DEEP. ROOT BARRIER MATERIAL SHALL BE HDPE OR AS APPROVED BY ENGINEER. 4' MIN PROPOSED PIPE COVER(SEE PLANS)ROOT BARRIER (SEE NOTES) DETAIL EXISTING VALVE ABANDONMENT NTS 22 - DETAIL EXISTING FIRE HYDRANT REMOVAL NTS 20 - DETAIL GROUT-IN-PLACE PIPE ABANDONMENT NTS 21 - DETAIL ROOT PRUNING AND ROOT BARRIER DETAIL NTS 23 - DETAIL CONCRETE DEADMAN DETAIL NTS 24 - 45 CLASS B CONCRETE 1/2H1/2HHTYPICAL SECTION TEE OR BEND UNDISTURBED EARTH W 12"1/2 L1 / 2 L UNDISTURBED EARTH CLASS B CONCRETE PLAN - BENDPLAN - TEE6" MIN1/2 L 1/2 L 12" TYPICALCLASS B CONCRETE UNDISTURBED EARTH NOTES: 1.CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS, FLOWABLE FILL, ETC. SHALL BE FORMED USING PLYWOOD OR SANDBAGS TO PROVIDE REQUIRED SHAPE. 2.CONCRETE THRUST BLOCKS MUST BE CURED IN PLACE FOR A MINIMUM OF 72 HOURS BEFORE BEING PLACED INTO SERVICE UNDER THRUST CONDITIONS, UNLESS THRUST PILES ARE USED. 3.PILES ARE USED WHEN UNRESTRAINED EXISTING PIPING UPSTREAM OF A THRUST BLOCK MUST BE RETURNED TO SERVICE BEFORE THRUST BLOCK HAS CURED. DI PIPE PILE SHALL BE FILLED AND ENCASED IN THRUST BLOCK CONCRETE, AND BE DRIVEN INTO GROUND DIRECTLY BEHIND THE FITTING TO THE MINIMUM EMBEDMENT BELOW THE TRENCH BOTTOM AS SHOWN. CONCRETE SHALL SET FOR 2-HOURS MINIMUM PRIOR TO RETURNING EXISTING PIPING TO SERVICE. CONSULT WITH ENGINEER BEFORE USE. PIPE SIZE (IN) CONCRETE THRUST BLOCK SCHEDULE* BEND DESIGN PRESSURE (PSI)H L LH H L H L 100 100 100 100 100 100 100 100 100 100 1.0 1.4 2.0 2.6 3.9 4.9 5.8 6.8 7.7 8.7 6 8 12 16 24 30 36 42 48 54 1.4 1.8 2.7 3.6 5.3 6.5 7.8 9.1 10.4 11.7 2.8 3.7 5.4 7.1 10.5 13.1 15.6 18.2 20.7 23.3 1.0 1.4 2.0 2.6 3.9 4.8 5.8 6.7 7.6 8.6 2.1 2.7 4.0 5.2 7.7 9.6 11.5 13.4 15.3 17.1 0.7 1.0 1.4 1.9 2.8 3.4 4.1 4.8 5.4 6.1 1.5 1.9 2.8 3.7 5.5 6.9 8.2 9.5 10.9 12.2 0.5 0.7 1.0 1.3 2.0 2.4 2.9 3.4 3.9 4.3 5 5/8° H L XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX *BASED ON AVERAGE SOIL PASSIVE BEARING DIMENSIONS FOR BLOCKS IN FEET STRENGTH OF 2000 PSF USING SF OF 1.5. 90°/TEE 45°22 1/2°11 1/4° CONCRETE THRUST BLOCKING AND THRUST PILES SHALL BE USED ONLY AS APPROVED BY ENGINEER AND THE CITY. DETAIL 25 THRUST BLOCKS DETAILS N.T.S.-6' TO 7'MIN.EMBED PLOT DATE: 2/12/2024 4:19 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\D-02 Saved by HP Save date: 11/30/2023 7:26 p. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 D-02 POLLUTION PREVENTION DETAILS BALE W I D E 18" TY P . 4" MI N . BALE L E N G T H 36" TY P . BACK F I L L A N D C O M P A C T EXCA V A T E D T R E N C H S O I L BIND I N G W I R E O R T W I N E FLOW BALE WIDTH 18" TYP. 2"x2"X48" STAKES BACKFILL AND COMPACT EXCAVATED TRENCH SOIL FLOW 4" MIN.30" MIN.18" TYP.SECTION NTS A - NOTE: ANCHOR HAY BALES WITH 2-2"x2"X48" STAKES PER BALE. HAY BALE INSTALLATION NOTES: 1.SEE CIVIL PLAN VIEW FOR LOCATIONS OF HAY BALES. 2.HAY BALES SHALL CONSIST OF CERTIFIED WEED FREE STRAW OR HAY LOCAL JURISDICTIONS MAY REQUIRE PROOF THAT BALES ARE WEED FREE. 3.HAY BALES SHALL CONSIST OF APPROXIMATELY 5 CUBIC FEET OF STRAW OR HAY AND WEIGH NOT LESS THAN 35 POUNDS. 4. WHEN HAY BALES ARE USED IN SERIES AS A BARRIER, THE END OF EACH BALE SHALL BE TIGHTLY ABUTTING ONE ANOTHER. 5. HAY BALE DIMENSIONS SHALL BE APPROXIMATELY 36" X 18" X 18". 6.A UNIFORM ANCHOR TRENCH SHALL BE EXCAVATED TO A DEPTH OF 4". BALES SHALL BE PLACED SO THAT BINDING TWINE OR WIRE IS HORIZONTALLY ENCOMPASSING THE SIDES OF THE BALE(S). ALL EXCAVATED SOIL SHALL BE PLACED ON THE UPHILL SIDE OF THE BALE(S) AND COMPACTED. 7.TWO (2) WOODEN STAKES SHALL BE USED TO HOLD EACH BALE IN PLACE. WOODEN STAKES SHALL BE 2" X 2" X 48". WOODEN STAKES SHALL BE 30" INTO THE GROUND. 50 100 150 200 250 300 350 4000 1 2 3 4 5 6 SPACING (In Feet) CHART 1: SILT FENCE SPACINGSLOPE (In %)TYPE III SILT FENCE 6' MAX.12" MIN.15"TO 18"8"3' OR MOREELEVATION SECTION GROUND SURFACE POST OPTIONS SOFTWOOD 2 1/2" DIA. SOFTWOOD 2" x 4" HARDWOOD 1 1/2" x 1 1/2" STEEL 1.33 LBS / FT FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.)20°±VERTICALFILTER FABRIC SILT FLOW OPTIONAL POST POSITIONS PRINCIPLE POST POSITION (CANTED 20° TOWARD FLOW) NTS TYPE III SILT FENCE NTS HAY BALE PROTECTION AROUND INLETS OR SIMILAR STRUCTURES FILTE R F A B R I C FDOT # 1 C O A R S E A G G R E G R A T ER=20'0"HARD S U R F A C E P U B L I C R O A D 12'-0"(MIN.) 6" MINIMUM THICKNESS 10'50' M I N I M U M NOTES: 1.THE ENTRANCE SHALL BE MAINTAINED A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING. REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2.WHEN NECESSARY , WHEELS SHALL BE CLEANET PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABLIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDMENT BASIN. PLOT DATE: 2/12/2024 4:19 p. m. BY: HPFile: C:\USERS\HP\DC\ACCDOCS\HAZEN AND SAWYER\41154-002_FLEWELLING AVE AC WATER MAIN REPL\PROJECT FILES\01_DESIGN\CIVIL\D-03 Saved by HP Save date: 1/30/2024 11:27 a. m.MELANIE PECKHAM PE. No. 66487 LAKEWOOD/REWIS WATER MAIN REPLACEMENT FEDERAL GRANT FUNDED ARPA PROJECT CITY OF OCOEE UTILITIES DEPARTMENT 41154-002 FEBRUARY 2024M. PECKHAM IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE CHECKED BY: DRAWN BY: DESIGNED BY: PROJECT ENGINEER: REV ISSUED FOR DATE BY 0 1"1/2" CONTRACT NO.: HAZEN NO.: DATE: DRAWING NUMBER:HAZEN AND SAWYER 2420 S. LAKEMONT AVENUE, SUITE 325, ORLANDO, FLORIDA 32814 C. LOMBANA T. KAYALI T. BOMARITO 30% DESIGN 07/2023 60% DESIGN 09/2023 MP MP 1 2 100% DESIGN 11/2023 MP3 BID SET 02/2024 MP4 D-03 MATERIAL QUANTITY TABLE