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HomeMy WebLinkAboutItem 11 Approval of Change Order No. 1 for ITB #19-006 Downtown Lift Station #66 Construction Project ocoee florida AGENDA ITEM COVER SHEET Meeting Date: February 18, 2020 Item # I j Reviewed By: I1 Contact Name: T'Jean Tomlinson Department Director: Char -s . ••i Contact Number: 407-905-3159 City Manager: Robert Fr,41 `Iry Subject: Approval of Change Order No.1 for the ITB #19-006 Downtown Lift Station #66 Construction Project Background Summary: L7 Construction Inc. (Contractor) was awarded the Contract for the ITB #19-006 Downtown Lift Station #66 Construction Project by City Commission on June 4, 2019. Changes to the scope of work are as follows: • The Utilities Department originally designed the Control Building as a basic structure with the understanding that the exterior will be modified to match adjacent City facilities by others. Since the Lakeshore Center has been remodeled and is directly east of the proposed Control Building, the Utilities Department has requested that the Contractor perform additional work to the exterior of the Control Building to more closely resemble the Lakeshore Center. [Please see the attached revised plans BDR1-BDR4.] • In order to minimize the labor to maintain valves in the City's Lift Station Valve Vaults, the Utilities Department revised the City's Details to incorporate a spherical coupler. This will allow City staff to remove and repair or replace valves in a more efficient manner. [Please see the attached revised City Details UT301-UT302.] City staff sought proposals from the Contractor for the work described above. The Contractor submitted two proposals in the amount of $21,603.04 and $3,470.00 respectively (See proposals attached). Additional work had to be performed on-site due to the Contractor uncovering an existing broken 8-inch Plug Valves where the plans showed a 6-inch Plug Valve. The Contractor agreed to remove the broken valve, install a new 6-inch Plug Valve provided by the Utilities Department, and install an 8-inch by 6- inch Reducer to connect the proposed 6-inch Force Main to the existing 8-inch Force Main. The Contractor also submitted a proposal for the additional work in the amount of $2,568.01 (See proposal attached). Additional contract quantities were needed due to additional soil for compaction, excess loads of unsuitable soil, and additional lineal feet of Gravity Sewer Main in the amount of$25,038.00 (Please see Summary of Quantities attached). Staff is recommending the approval of Change Order No. 1 which includes the changes in scope of work, additional work to connect the proposed Force Main to the existing Force Main, and additional quantities. Funding is available in the project budget. The Utilities Department shall be available for questions. Issue: Should the Mayor and City Commission approve Change Order No. 1 for ITB#19-006 Downtown Lift Station #66 Construction Project? Recommendations: Motion for Mayor and City Commission to authorize City Mayor to approve Change Order No.1 with L7 Construction, Inc. in the amount of $52,679.05 and authorize City Manager to approve each change orders for this project up to the limit of his purchasing authority and up to the budgeted amount for this project. Attachments: 1. Change Order No. 1 2. Revised Building Sheets BDR1-BDR4 3. Revised City Detail UT301-UT302 4. L7 Construction, Inc. change in scope proposals. 5. L7 Construction, Inc. additional work proposal 6. Summary of Quantities Financial Impact: The initial Downtown Lift Station #66 Construction Project's available funding from the 417 — Utility Bond Fund was $640,000.00; however, due to a successful bid of$472,297.00, leaves a project balance of$167,703.00. Funding for Change Order No. 1 in the amount of$52,679.05 shall come from 417— Utility Bond Fund. Based on the Contract amount of $472,297.00 and with additional expenses form Change Order No. 1, Geotechnical Engineering, and Electrical Services, the project will have an unencumbered balance of$109,272.95. Type of Item: (please mark with an z') Public Hearing For Cleric's Dept Use: Ordinance First Reading X Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion&Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. � Q. _ N/A Reviewed by 0 N/A 2 ocoee florid a CITY OF OCOEE 150 North Lakeshore Drive Ocoee, Florida 34761 *This Change Order Requires Action by the City Commission* Downtown Lift Station#66 Construction Project Bid ITB#19-006 CHANGE ORDER NO. 1 DATE: 2/10/2020 PURCHASE ORDER: 1426246 The following changes are hereby made to the CONTRACT DOCUMENTS. Original CONTRACT PRICE $472,297.00 Current CONTRACT PRICE ADJUSTED by previous CHANGE ORDERS $472,297.00 Net Increase (Decrease) Resulting from this CHANGE ORDER $52,679.05 The current CONTRACT PRICE including this CHANGE ORDER $524,976.05 Original CONTRACT COMPLETION DATE: 04/12/2020 Current CONTRACT COMPLETION DATE adjusted by previous CHANGE ORDERS 04/12/2020 Net Increase Resulting from this CHANGE ORDER 35 days Current CONTRACT COMPLETION DATE including this CHANGE ORDER 05/17/2020 Downtown Lift Station#66 Construction Project Bid ITB19-006 CHANGES ORDERED: REQUIRED CHANGES 1. This change order will cause a net increase to the contract total in the amount of$52,679.05 2. Increase in Pay Items to complete the project: No. 5 Control Building by Fifty Four Hundredths (0.54) of One (1) Lump Sum in the amount of Twenty One Six Hundred Three and 04/100 ($21,603.04) Dollars No. 6 Embankment(Clean Import Fill)by Four Hundred Seventy Seven(477) Cubic Yards in the amount of Fourteen Thousand Three Hundred Ten ($14,310.00) Dollars No. 7 Unstable Material —Removal and Disposal by Two Hundred Fifty Four (254) Cubic Yards in the amount of Ten Thousand One Hundred Sixty ($10,160.00) Dollars No. 13 8-inch PVC Gravity Sewer Main by Four(4) Linear Feet in the amount of Five Hundred Sixty Eight($568.00) Dollars No. 15 Sanitary Sewer Lift Station by Approximately Twelve Thousandths (0.012) of One (1) Lump Sum in the amount of Three Thousand Four Hundred Seventy ($3,470.00) Dollars 3. Added Pay Items to complete the project: CO1.01 Additional Work to install 6-inch Plug Valve and 8-inch by 6-inch Reducer by One (1) Lump Sum in the amount of Two Thousand Five Hundred Sixty Eight and 01/100 ($2,568.01) Dollars II. JUSTIFICATION No. 5 The Utilities Department originally designed the Control Building as a basic structure with the understanding that the exterior will be modified to match adjacent City facilities by others. Since the Lakeshore Center has been remodeled and is directly east of the proposed Control Building, the Utilities Department has requested that the Contractor perform additional work to the exterior of the Control Building to more closely resemble the Lakeshore Center. No. 6 Due to the limited space on the work site, the Contractor could not reuse clean excavated soil and had to use additional cubic yards of clean import fill for compaction around the Wet Well, Receiving Manhole, and Sanitary Sewer Line. No. 7 Due to the limited space on the work site and an excess of unsuitable soil, the Contractor had to dispose of all excavated soil which involved more truck loads than were quantified on the bid. Downtown Lift Station#66 Construction Project Bid ITB19-006 No. 13 Additional lineal feet of 8-inch PVC Gravity Sewer Main was needed to connect the Manhole on N Bluford Ave. to the Receiving Manhole. No. 15 In order to minimize the labor to maintain valves in the City's Lift Station Valve Vaults, the Utilities Department revised the City's Details to incorporate a spherical coupler. This will allow City staff to remove and repair or replace valves in a more efficient manner. CO1.01 While working to connect the proposed 6-inch Force Main, the Contractor uncovered a broken 8-inch Plug Valve that the City's plans showed to be a 6- inch Plug Valve. The Contractor had to do additional work to connect the proposed 6-inch Force Main to the existing 8-inch Force Main. This involved removing the existing broken 8-inch plug valve and installing a 6-inch Plug Valve and 8-inch by 6-inch Reducer. III. NARRATIVE OF NEGOTIATIONS The Contractor has agreed to construct the control building similar to the Lakeshore Center theme which matches the Ocoee's Downtown Master Plan and add components to the Lift Station based on the Utilities Departments redesign. The Contractor and the Utilities Department agreed for the Contractor to install the 6-inch Plug Valve provided by the Utilities Department. IV. PAYMENT The total expenses for the additional work in conjunction with Change Order No. 1 shall be $52,679.05. Funding for Change Order No. 1 in the amount of$52,679.05 shall come from 417—Utility Bond Fund.The Downtown Lift Station#66 Construction Project had a budgeted amount of$640,000.00 in the 417—Utility Bond Fund. Based on the Contract amount of$472,297.00 and with additional expenses form Change Order No. 1, Geotechnical Engineering,and Electrical Services,the project will have an unencumbered balance of$109,272.95. 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 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. Downtown Lift Station#66 Construction Project Bid ITB19-006 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] Downtown Lift Station#66 Construction Project Bid ITB 19-006 RECOMMENDED BY: ACCEPTED BY: CITY OF OCOEE FLORIDA [L7 CONTRUCTION, INC.1 By: By: Signa e 67"(141 Date: 7A1 2LZ© Date: o Title: Z. i /,f)J (9' . Title: V APPROVED BY: CITY OF OCOEE, FLORIDA By: Date: Rusty Johnson, Mayor Attest: Melanie Sibbitt, 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 Downtown Lift Station#66 Construction Project Bid ITB19-006 I -1-4-1-1-1(---$ I , I -...---'-'7. 11rr''N--, Legend j. I —11 (-TT] Rowlock Bdck 1 r Color to match _ ru Lakeshore Center Fiberboard Trim at corms Ell . 1 - Fiber Board Siding — it I; t -_. Painted SW 6392- _— _ _ _._____.._._..._._._ Vital Yellow Satin ilk _.......__ _.. _. -7�. II■'i ■ ] 1 4 11 II " II a l a A .;111 Building Elevation Porn Right-of-Way ARevislor.dated 11/13/2019 PROJECT, SHEET ENGIN ER SCALE: CITY OF O C O E E Downtown Lift Station#66 1 N/A Construction Project 1\til,' UTILITIES DEPARTMENT B D1 R J SHEET: DATE: 1800 A.D.Mims Rd., Ocoee,Fl 34761 Building Elevation January 2019 (407 905-3159 10 Of 22 4,01 CHARLES N.SMITH,RE. 1 Ir..NO,96.T? _ 1'•10' 17.7 RoN Op Garage Door Opening G-1, Concrete Masonry Blocks (16"x8"x8") Door and Window Schedule Item or equal Quantity Door:3068 LHOS Steel Door(36"x 80"),3 Security Tab Hinges,Stainless Steel- 1 US32D with Comp Weatherstrip is Manual Garage Door:D8CI Model 5000, '1. 12'x 12')Florida Door Solutions _ _ 1 _ m T� } - -- - (,' Window:PGT Winguard Alluminum Final Exterior Wall to match Single Hung,Impact Rated,No Grid, 2 Lakeshore Center White,(36"x 60")Rough Opening;Frame (35.5"x 59.5"),tISH7700A or equal m �_.-- is /'• 14 8" ,o'-11" 3'-0' 3'-7 2'`11'� ...i..• ,� Window Window • Concrete Filled Cell with Continuous 1/4 Bar Tied to Footer Steel and Cap Lintel Stool(Typical) ARevision dated 11/130019 PROJECT: SHEET criNGINFER SCALE. CITY OF OC O E E Downtown Lift Station#66 t'=2' Construction Project UTILITIES DEPARTMENT - B D2 R SHEET: Darr4141 1800 A.D.Mims Rd., Ocoee..I 104781 Building Details(Plan View) [\.:., January 201`) 44 (4407)905-3159 1 1 of 22 CHARLES NO: RE. UC.NO:39832 Standing Seam Metal Hip Roof(Englert 2500) 4 4' 1 Roof Membrane System 'i4 4"Plywood r- - Metal Eave Trim 2 1 1 META-20 Straps See Detail D1 / ' Sea Detail 02 This Sheet This Sheet ��G / i PT 1`by 2" 7 _ _ I ! ��— A uminum Fascia a .I See Detail D3 I- Ns ee Patina Green A Aluminum Vented Soffite (Billowy Breeze SW 9055)ill 1. - ir, A PT 2"by 8"Roof Rafter Cap lintel Filled with Concrete, I _ on 2'Centers Include#4 Bars d_�= Concrete Fill Lintel for O`= Detail' Future Storage Loft 1 =1 —\-- — 7 Concrete Floor with 6"by 6" Future Storage Loft p� Wire Fabric (by others) � Rowlock:rick over stretcher .1 course(See Lakeshore 'Z"Closure 7Ridge Cap Center for color \_ i9r Roof Memberane Neoprene Closure 1 See Station Details , �_ for Slab `- I --_-- Standing Seam 1"x 4"P.T. Metal Hip Roof Furring Strip ��, `� (Englert 2500/Polysllck TU Max) See BD2 for Concreteri,„ o tali: / (Patina Green) filled cell with Steel _ zv C 3-#4 Bars 12"on Center " =, b I 6 Hardie Panel Siding ~ � E El .-' (SW 9392- C Vital Yellow Satin) • 3-1f4 Bars Length z.-6. SIMPSON H-2.5 Clips of Footer 2-PT2"by 10"Roof - Typical Wall Section Detail D3 Beam Detail D2 r=r - - - 1 1 � r / \Revision dated 11/13/2019 PROJECT: SHEET ,(:- EN EER SCALE: CITY OF OCO E E Downtown Lift Station#66r ! See Label Construction Project UTILITIES UTILITIES DEPARTMENT B D3 R ,)''''' SHEET: DATE: 1800 A.D.Mims Rd., Ocoee,FI 34761 Typical Wall and Associated Details January 2019 (407)905-315911111V. .111119111 11111# 12 of 22 CHARLES n.SMITH,P.E. r LIC,NO:39632 PT 1"by 2" /PT 1 by 8" 45' i PT 2"by 8"Roof Rafter on 2'Centers (Typ.) -- Simpson H-2.5 Clips 2-PT 2"by 10'Roof Beam Note; Rafter layout is predicated with roof having an 18"overhang.(.0 11 PROJECT: SHLEI }iINEER SCALE Downtown Lift Station#66 1"-2, CITY OF OCOEE Construction Project )k/ UTILITIES DEPARTMENT — BD4 �V" 'E FJ DATE: 1800 A.D.Mims Rd., Ocoee.,n SHEET: 34761 Building Details(Rafter Layout) January 201914 (407)905-3159 13 of 22 CHARLES K.Shun,P E. LIC,AO,3'1832 it- <--DF nnuent pipe and drop connection(90 degree) A 2 coming from receiving �� manhole shall be HDPE with M Emergency bypass shall be D.I.and same optional welded flange Joint D- jO size as discharge(sand)pipe unless �� \/, specifically noted elsewhere 7 MIN yd..* Emergency bypass connector.See section anon, A-A.For exact location and configuration,sae specific site layout sheet• \\• • r • \ iI � / M2.2;7.= . "WI li 11 _ \ ,y ,r / e � • DRAIN C ii t 161,41„,. .. p ii r O • ��� ,--„,t,N. Wetweft to be continuously ile �.® Pet eoe MIT pressure valve coated:sea Let Station1111b General Notes for details 4111/ DL Check v. s - 'r .. HDPE pipe continuousy hem pump ebow b ''�II s�l� check valve;may be welded Vault to wetwelt drain,include p-trap Hatch opening B'e ag Foal-cable holder ' Plug Valve with Nut Operator Vent pipe and cap shall be 8"In diameter for Flanged Corn Quick Connect Including Box and Cover II stations with less than 20 H.P.and 12"for 20 Coupling with Connector and H.P.or greater.Vent to be instated with it x Lockable Cap with 1'Tap and _ �� �, 18'x 6'concrete collar Batl/Plug Valve - (Brass/Stainless Steel) %II I Ili1 I■ 24'x 18'x 6'Thick Concrete 7 Slab Around Valve and Stand Pipe D.I.P. Length Varies SECTION A-A EMERGENCY BYPASS CONNECTOR DETAIL CITY OF OCOEE � NO. CONSTRUCTION DETAILS + 1 UT301a Major Lift Station -- Plan View - - DATE: April2019 SCALE N/A Approved Hatch Entry Protection Extend HOPE to Check Valle Traffic(H20)Rated Access Access Hatch Include Padlock Hasp, Hatch with Lockset and City to Provide Lock Upon Completion _ Recessed Handle Plug Valve with Nut Operator and Acceptance of the Station ' DDC ODI I ` 1111811%., Brass Junction Box with Screw /: Cap IncludingLocate Wire Inside Sox r- a, e n• Existing Grade fT TO �� I � Stainless Steel Pressure Gauge in Ft .5e II�i. IIll P, Water with Gauge Guard angled at 45' �' mill � •et Cock Valve ,1ii 11111. _ -IIIIIIII - -- I ZD rn C Pump Guide I �I _ Stainless Steel C7 Locating PipeII Wire Heavy Duty SalNess Strei _ it �� •CaMeet ®�� W Wein) 1 Lineill v , CheckVaW II •tion i 2'PVC Sch.80 Pipe Wrapped Seal and Bituminous I I.a Include PVC Floor Drain Ram Nek Joint - aa �ipe Support Rack, and 4'-90'Turn Up 1/2' Be Inin of Pa ent Power Cable g rit. I® High Leval Alder =. See Detail Per Foot Fall Under Forcamain Item Lan Pump C. Mechanical Flanges @Each ncldenal to the INt Station 24V Float Liquid Level Controls I Al End of Pipe HDPE Flange Adaptor to Pump Supply One Mix Flushed Valve as l- r1 I' Lead Pum.On11 I Base Flange Manufactured by Pump Vendor 'Net well Lining System,See Litt �i��rl Ing Both Pureos Off Y-_ _ Station General Notes for Details low Level Alarm EC 6 etegimina ?OHP or Greater 3'Base by 6 High Wedged Invert 17 . . . . . . . . . . . . . .. . ... . . _9'Thick Gravel MIn. CC .hI lith Stainless Steel Base Plate,Base Plate to be 7 x 2 Mln.1 it Thick.Plate shall be Increased for Large Station Applications CITY OF OCOEE DETAIL NO. CONSTRUCTION DETAILS UT302a Major Lift Station Section View '.. „ DATE: April 2019 SCALE: N/A 111.11111.176eati, Construction, Inc. November 25,2019 City of Ocoee RE: Change Proposal#01 —Expansion Flanges/Founder's day extension Attention: T'Jean Tomlinson You have requested a quote for the following scope of work: - Provide and install (x2) Single Spherical Flexible Couplers using 316SS hardware inside of valve vault between check valve and plug valve as shown on revised drawings(UT301a/UT302a). - 2 weeks time extension to compensate for the rescheduling due to Founder's Day. Approx.schedule of the scope of work: - There is no completion deadline. Work can be scheduled as mutually agreeable. - Added scope will require a two week increase of the project's overall schedule. L7 Construction,Inc.proposes to provide equipment and materials for all of the above scope of work for the lump sum of $3.470.00 three thousand four hundred seventy dollars and no cents. Thank you for the opportunity to quote you on this scope of work if you have any questions or concerns please feel free to give me a call to discuss. Brian Brach 3840 St.Johns Pkwy. L7 Construction,Inc. Sanford,FL 32771 321-972-9325 office bbrach@L7constructs.com 407-221-1891 cell Construction, Inc. December 11, 2019 City of Ocoee- Downtown LS#66 RE: Change Proposal#02 -Building Modifications Attention: T'Jean Tomlinson You have requested a quote for the following scope of work: Furnish and install all labor,materials,and equipment to construct the Control Building per the Building Department's requests to include the following: - Impact Rated Single Hung Windows,Standing Seam Metal Roof,Aluminum Fascia,Aluminum Vented Soffit,Fiber Cement Board Siding and Rowlock Brick Facade. Approx.schedule of the scope of work: - There is no completion deadline. Work can be scheduled as mutually agreeable. - Added scope of work's impact on the project's overall schedule is TBD after approval of proposal,submittal approval and permitting is evaluated. L7 Construction, Inc.proposes to provide the labor,equipment,and materials for all of the above scope of work for the lump sum of$21.603.04 twenty one thousand six hundred three dollars and four cents. Thank you for the opportunity to quote you on this scope of work if you have any questions or concerns please feel free to give me a call to discuss. Brian Brach 3840 St.Johns Pkwy. L7 Construction, Inc. Sanford, FL 32771 321-972-9325 office bbrach@L7constructs.com 407-221-1891 cell Summary /41 Proposal#5 CNiI CHANGE ORDER PROPOSAL Unfunctional Valve&8"Pipe 2/10/20 # DESCRIPTION NOTES 1 2 3 Scope of Change: 4Provide and install one 8"x6" mj reducer and install one 6"mj valve.The existing valve at the tie in 5 location for the force main was found to be in-operable and 8" instead of 6".This proposal is to 6 reduce the 8"down to a 6"and install a 6"valve so that the line may be serviced if need be. 7 71- 10 10 riLn_ 12 H 13; MATERIALS TOTAL 14 I $ 605.00 15 Tax 6.00% $ 36.30 $ 641.30 16 Surtax 1.000% $ 6.05 $ 647.35 17 Markup 15.0% $ 96.20 $ 743.55 18 I $ 743.55 19 20 LABOR - HRS - AVG$/HR TOTAL 21 30.6E $ 1,387.51 22 Markup 15.0% $ 208.13 $ 1,595.63 23I $ 1,595.63 24 i 25 TOOLS&EQUIPMENT TOTAL 26 $ 115.40 273 Tax 7.00% $ 8.08 $ 123.47 281 Markup 15.0% $ 18.52 $ 141.99 - 29 I $ 141.99 30 I 31 SUBCONTRACTS INV TOTAL 32 34. 355 Subtotal $ - 711— Markup 10.0% $ - $ - 37 I. $ - 38 39OTHER QTY REFERENCE TOTAL 40. Extended Project Overhead 0 Days*Cost Per Day $ - 41 Additional Insurance 1.50%M+L+T&E+S $ 2,481.17 $ 37.22 42 Additional Bond 2.00%M+L+T&E+S $ 2,481.17 $ 49.62 43 Subtotal $ 86.84 44 I Markup 0.0% $ 86.84 $ - 45 $ 86.84 46 47 FINAL QUOTE TOTAL TOTAL 48. $ 2,568.01 49 50 I $ 2,568.01 CO 5 2-10-20 rev valve.xlsx Page 1 0 Summary of Quantities 1 it44.1*. Il v-Itlu Project Duration: Start: 10/15/2019 End: 1/31/2020 Project Name:Downtown Lift Station#66 Construction Project Contractor:17 Construction,Inc. Lomtract & Pay Item Change Order Net Change in No: Description Units Unit Price Quantities Final Quantitiy Quatities Net Cost Change Total Price 1 v o.i ization Demo.''nation: enera on.loons Lump Sum 30,000.00 1 0.785714286 • 1. ''i`` - 6,428.57 23,571.43 2 Survey(Horizontal and Vertical Controls&As-Builts) Lump Sum $2,000.00 1 0.382857143 -0.617142857 -$1,234.29 $765.71 3 Maintenance of Traffic Lump Sum $10,000.00 1 0.571428571`" -0.428571429 -$4,285.71 $5,714.29 4 Clearing&Grubbing,Tree Removal,Earthwork and Grading Lump Sum $2,800.00 1 0.5 -0.5 -$1,400.00 $1,400.00 5 Control Building Lump Sum $40,000.00 1 0 ., -$40,000.00 $0.00 6 Embankment(Clean Import Fill) Cubic Yards $30.00 81 558 477 $14,310.00 $16,740.00 7 Unstable Material-Removal and Disposal Cubic Yards $40.00 106 360 254 $10,160.00 $14,400.00 8 Removal of ChainLink Fence Linear Feet $14.00 87 52 . -$490.00 $728.00 9 Ridged Pavement(Conrete and Sub-grading) Square Yards $78.00 150 0 -$11,700.00 $0.00 10 Solid Sodding(Bahia) Square Yards $4.00 285 0 -$1,140.00 $0.00 11 Dewatering Lump Sum $35,000.00 1 1 0 $0.00 $35,000.00 12 6"PVC Forcemain Linear Feet $95.00 46 41.07437071 -$467.93 $3,902.07 13 8"PVC Gravity Sewer Main Linear Feet $142.00 48 52 4 $568.00 $7,384.00 14 6'Diameter Receiving Manhole Lump Sum $33,000.00 1 1 0 $0.00 $33,000.00 15 Sanitary Sewer Lift Station Lump Sum $286,000.00 1 0.640895524 -$102,703.88 $183,296.12 16 1"Water Service PE Line and Hose Bib with Backflow Device Each $1,583.00 1 0.10423247 -$1,418.00 $165.00