HomeMy WebLinkAboutItem #05 Award of Bid #B08-01
AGENDA ITEM COVER SHEET
Contact Name:
Contact Number:
Joyce Tolbert
1516
Meeting Date: August 5, 2008
Item # 5
Reviewed By: ~~1 ~
Department Director: ,~ , -!~
City Manager: _~ _ _
Subject: Award of Bid #B08-01 Lift Station #7 Rehabilitation & 16" Replacement Force Main to
Clarke Road
Background Summary:
The Engineering Department and Finance Departments have reviewed all bids submitted for the subject work.
Staff recommends awarding the project to GWP Construction, Inc. as the most responsive and responsible bidder
for the amount of $1,020,470.80. The original estimate for this project was $1,200,000.00.
Issue:
Award the contract for the rehabilitation of Lift Station #7 and 16" Replacement Force Main to Clarke Road to
GWP Construction, Inc.
Recommendations
Staff recommends that the City Commission award the bid to GWP Construction, Inc. in the amount of
$1,020,470.80, and authorize the Mayor, City Clerk, and Staff to execute the required contract documents. To fund
the project, staff recommends that the City Commission approve the allocation of $1,196,493.90 from the 2003
Utility Bond fund (Account 414-535-00-6302), which will provide $1,020,470.80 for the construction contract,
$125,000.00 for construction engineering and inspection services and geotechnical testing services, and
$51,023.10 (5% of construction cost) for contingencies. An additional amount of $51,023.10 would remain in the
bond allocation for this project as a reserve and may be added to the adopted project budget by the City
Commission at a future date.
Attachments:
1. Bid Tabulation
2. Addendum #1
3. ITB #B08-01
Financial Impact:
The funding for this action is derived from a project allocation in the 2003 Utility Bond Fund of $1.5 million, of
which $1,247,517.00 remains unencumbered.
Type of Item: (please marl< with an "x'J
Public Hearing
Ordinance First Reading
Ordinance Second Reading
Resolution
X Commission Approval
Discussion & Direction
For Clerl<'s DeDt Use:
Consent Agenda
- Public Hearing
== Regular Agenda
Original Document/Contract Attached for Execution by City Clerk
_ Original Document/Contract Held by Department for Execution
Reviewed by City Attorney
Reviewed by Finance Dept.
Reviewed by ( )
~IM-
N/A
N/A
N/A
2
City Manager
Robert Frank
Commissioners
Gary Hood. District 1
Scott Anderson. District 2
Rusty Johnson. District 3
Joel Keller. District 4
Mayor
S. Scott Vandergrift
STAFF REPORT
TO:
The Honorable Mayor and City Commissioners
Joyce Tolbert, Purchasing Agen~
July 28, 2008
FROM:
DATE:
RE:
Award of Bid #B08-01 Lift Station #7 Rehabilitation & 16" Replacement Force Main to Clarke
Road
ISSUE
Award the contract for the rehabilitation of Lift Station #7 and 16" Replacement Force Main to Clarke Road to
GWP Construction, Inc.
BACKGROUNDIDISCUSSION
The 12-inch sanitary sewer force main that runs along the north side of SR 50 from Bluford A venue to Clarke
Road and the high-volume lift station that feeds it have reached their capacity and useful life, a conclusion
supported by two recent pipeline breaks. Additional factors to consider are the need to relocate utilities out of
the SR 50 right of way in advance of a planned FDOT widening project for that road and the requirement to
provide additional capacity for future growth in the area served by the lift station, which means upsizing the
force main to a 16-inch pipe. (Lift Station 7 is located in the center of a large undeveloped land area within the
Ocoee Community Redevelopment Area.) A small part of the planned project is improving access to the lift
station in order to allow larger trucks to service the equipment.
Rehabilitation of the lift station and relocation of the force main were recently included in a single bid given the
requirement for the force main to be relocated to an alignment further to the north before the lift station
rehabilitation activities are undertaken. The work is a priority for the City and time is of critical concern, and
maintenance of effluent flows during construction is a primary element of the work.
The bid was publicly advertised on May 18,2008 and opened on June 19,2008. There were a total of nineteen
(19) bids received. The top five (5) were evaluated and three (3) were disqualified for either not having the
proper license to do the work or not meeting other requirements of the bid. The top three (3) bids are:
Bidder Total Bid Amount
1. GWP Construction, Inc. $1,020,470.80
2. Gibbs & Register, Inc. $1,090,000.00
3. Jr Davis Construction Company $1,105,332.45
Other bids are listed on the attached bid tabulation. All bids are available in the Finance Department for review.
1
The Engineering and Finance Departments reviewed the 19 bids received and the Utilities Department examined
the qualifications submittal of the recommended firm. It is staff s opinion that the firm of G WP Construction,
Inc. (Ocala, FL), offers the lowest responsive and responsible bid in terms of qualifications and price. An
extensive review of the company's prior experience with similarly critical lift station rehabilitation projects
showed that GWP Construction, Inc., has successfully performed such work and has the staff and subcontractors
required to do the work in a timely and environmentally safe manner. Due to the complexity of the project,
funding is also required to pay the design engineering firm (DRMP) for consultative and supervisory services
and a geotechnical firm for material testing services during construction.
2
BID #B08-01 LS #7 REHABILITATION AND 16" REPLACEMENT FORCE MAIN TO CLARKE ROAD
BID TABULATION
6/19/08 2:00 P.M.
BID TAB
Acknowledge Addendum NO.1 ves vesves
Bid Bond ves ves ves
'License Check nI. nI. nIl
DESCRIPTION EsrD QTY. UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE
Indemnification 1 $0.00 $0.00 $1 000.00 $1,000.00 $1 000.00 $1,000.00
General reauirements 1 $61311.00 $61311.00 $40000.00 $40 000.00 $26500.00 $26500.00
MobilizationlDemobilization 1 $40495.00 $40495.00 $20000.00 $20000.00 $85 00000 $85,00000
Maintence of Traffic 1 $2 584.00 $2 584.00 $40000.00 $40 000.00 $25 00000 $25000.00
ErosionlSediment Control 1 $3032.00 $3032.00 $25000.00 $25 00000 $15,000.00 $15,000.00
16" DR-18 PVC FM RJ 1286 $73.12 $94 032.32 $72.00 $92592.00 $65.00 $83590.00
16" DR-18 PVC FM, Push-on 4390 $61.07 $268097.30 $60.00 $263400.00 $85.00 $373150.00
18" DR-11 HOPE Direclionallv drilled 450 $135.18 $60,831.00 $170.00 $76,500.00 $125.00 $56 250.00
10" DR-18 PVC FM RJ 6 $149.67 $898.02 $100.00 $600.00 $20.00 $120.00
8" DR-18 PVC RJ 20 $90.60 $1,812.00 $80.00 $1,600.00 $30.00 $600.00
4" DR.18 PVC RJ 15 $81.53 $1 222.95 $20.00 $300.00 $15.00 $225.00
16" MJ Pluo Valve 8 $6396.75 $51 174.00 $6500.00 $52 000.00 $5,50000 $44000.00
10" MJ Plug Valve 2 $3,328.00 $6 656.00 $3 500.00 $7 000.00 $3150.00 $6,300.00
8" MJ Pluo Valve 1 $2 724.00 $2,724.00 $2,500.00 $2 500.00 $1 850.00 $1 850.00
4" MJ Plug Valve 1 $1 758.00 $1 758.00 $1,500.00 $1 500.00 $550.00 $550.00
Sewaoe Combination Air Valve and Vault 5 $7 460.00 $37 300.00 $7 500.00 $37,50000 $3,150.00 $15,750.00
18"Plu 1 $969.00 $969.00 $800.00 $800.00 $755.00 $755.00
16"Plu 1 $735.00 $735.00 $675.00 $675.00 $550.00 $550.00
10" Plu 2 $470.00 $940.00 $300.00 $600.00 $400.00 $800.00
8"Plu 1 $421.00 $421.00 $250.00 $250.00 $125.00 $125.00
6" Plu 1 $546.00 $546.00 $200.00 $200.00 $150.00 $150.00
4" Plu 2 $321.50 $643.00 $200.00 $400.00 $125.00 $250.00
2"Plu 1 $95.00 $95.00 $100.00 $100.00 $10.00 $10.00
16" 90 Degree Bend 2 $1 552.00 $3 104.00 $1,350.00 $2,700.00 $2750.00 $5,500.00
16" 45 Dearee Bend 18 $1 486.39 $26 395.02 $1 250.00 $22 500.00 $1 050.00 $18,900.00
16" 22.5 Degree Bend 10 $1 381.20 $13812.00 $1 200.00 $12000.00 $975.00 $9,750.00
16" 11.25 Dearee Bend 11 $1 549.73 $17047.03 $1200.00 $13200.00 $1050.00 $11,550.00
8" 90 Degree Bend 1 $585.00 $585.00 $450.00 $450.00 $450.00 $450.00
8" 45 Dearee Bend 1 $585.00 $585.00 $425.00 $425.00 $365.00 $365.00
4" 45 Degree Bend 1 $452.00 $452.00 $300.00 $300.00 $250.00 $250.00
18"x16" Reducer 1 $1 550.00 $1 550.00 $1 600.00 $1 600.00 $1 150.00 $1150.00
16"x10" Reducer 1 $1188.00 $1188.00 $1 000.00 $1 000.00 $850.00 $850.00
16"x8" Reducer 2 $f,139.50 $2 279.00 $900.00 $1 800.00 $685.00 $1 370.00
8"x6" Reducer 1 $561.00 $561.00 $450.00 $450.00 $350.00 $350.00
6"x4" Reducer 1 $522.00 $522.00 $425.00 $425.00 $250.00 $250.00
16"x16"x16" Wve 2 $4 344.50 $8689.00 $3100.00 $6,200.00 $2650.00 $5300.00
16"x16"x10" Wve 1 $4.057.00 $4 057.00 $2,900.00 $2,900.00 $4250.00 $4250.00
8"x8"x8" Wve 1 $1.493.00 $1 493.00 $700.00 $700.00 $465.00 $465.00
16"x16"x16" Tae 2 $2 889.00 $5 778.00 $1,800.00 $3 600.00 $1 250.00 $2,500.00
16"x16"x6" Tee 1 $2.537.00 $2 537.00 $1,500.00 $1,500.00 $1 250.00 $1,250.00
18" MJ Butt Fusion Weld Adaoter 2 $905.50 $1811.00 $1,150.00 $2,300.00 $850.00 $1700.00
New 5' dia. Doghouse fiberglass lined manhole, 16'-18'
cut 1 $12881.00 $12881.00 $12,000.00 $12,000.00 $9 350.00 $9,350.00
New 4' dia. Concrete doghouse fiberglass lined manhole,
8'-10' cut 2 $8 546.00 $17092.00 $10000.00 $20000.00 $4990.00 $9,980.00
Connect to existin 16" FM at Clar1<e Rd. 1 $8 961.00 $8961.00 $8 500.00 $8500.00 $2 500.00 $2,50000
Connect to existin 4" FM at Lake Bennett LS 1 $ 863.00 $1 863.00 $2 500.00 $2,50000 $2500.00 $2500.00
Connect to 16" F in Dcoee Commons 2 $5217.00 $10434.00 $9 500.00 $19000.00 $2 500.00 $5 000.00
Disconnect 4" FM rom manhole at Richmond Ave. 1 $1,849.00 $1 849.00 $1 250.00 $1 250.00 $5 600.00 $5,600.00
Lift slalion bvoass umoina 1 $13314.00 $13314.00 $15000.00 $15000.00 $18,350.00 $18,350.00
Line lift station wet well e/fiberglass liner 1 $38401.00 $38401.00 $29 000.00 $29,000.00 $28,500.00 $28,500.00
Lift Stetion pump & eQuipment demolilion & replacements 1 $324 885.00 $324,885.00 $212,000.00 $212,000.00 $298,000.00 $298,000.00
20" DR-11 HOPE Gravitv Pice, 16'-18' cut 18 $467.32 $8,411.76 $150.00 $2,700.00 $100.00 $1,800.00
10" SDR-35 PVC Gravitv Pipe 10'-12' cut 33 $216.98 $7,160.34 $85.00 $2,805.00 $125.00 $4,125.00
18" SDR-35 PVr' Gravitv Piae 15'-16' cut 43 $271.36 $11 868.48 $80.00 $3,440.00 $200.00 $8600.00
18" SDR-35 PVC Gravity Pipe 16'-18' cut 9 $593.78 $5,344.02 $225.00 $2,025.00 $300.00 $2,700.00
New pipe connections & demolrtion at wet well and one
manhole 1 $1 927.00 $1 927.00 $13000.00 $13,000.00 $1,500.00 $1,500.00
SoectraShield coatina of manhole 2 $4514.50 $9029.00 $4500.00 $9,000.00 $1,500.00 $300000
Asphall pavement restoration 100 $34.01 $3401.00 $23.00 $2 300.00 $30.00 $3000.00
Concrete aavament restoration 14 $55.79 $781.06 $60.00 $840.00 $50.00 $700.00
Ingress/Egress improvements to Richmond Ave. 780 $11.47 $8 946.60 $25.00 $19500.00 $25.00 $19500.00
Sidewalk restoration i $48.08 $8269.76 $38.00 $6,536.00 $32.00 $5 504.00
Removal and replacement of unsuitabla fill materials $31.65 $31 650.00 $10.00 $10,000.00 $12.00 $1200000
"~;''''-;-' 1'2411:113II;00
Altamative NO.1
Fiberglass lining of manholes in lieu of SpectraShield
coating 2 $ 3 890.00 $ 7 780.00 $ 3,500.00 $ 7,000.00 $ 7,50000 $ 15,000.00
'Licensas chackad on low bidders only.
Page 1 "f7
BID #B08-01 LS #7 REHABILITATION AND 16" REPLACEMENT FORCE MAIN TO CLARKE ROAD
BID TABULATION
6/19/082:00 P.M.
BID TAB
Acknowledoe Addendum NO.1
Bid Band ves ves ves
"License Check nla nla nla
DESCRIPTION EsrD QTY. UNIT PRICE TOTAl PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE
Indemnification 1 $1 000.00 $1,000.00 $1 000.00 $1 000.00 $1,000.00 $1 00000
General reQuirements 1 $27041.47 $27041.47 $130,000.00 $130,000.00 $23331.00 $23331.00
MobilizationlOemobilization 1 $32 657.64 $32657.64 $10,000.00 $1000000 $58,949.78 $58 949.78
Maintence of Traffic 1 $8 733.07 $8 733.07 $10000.00 $10000.00 $22,304.74 $22,304.74
Erosion/Sediment Control 1 $18,880.46 $18880.46 $7 500.00 $7500.00 $9 512.69 $9512.69
16" DR-18 PVC FM RJ 1286 $76.51 $98 391.86 $70.00 $90020.00 $71.53 $91 987.58
16" DR-18 PVC FM Push-on 4390 $51.47 $225 953.30 $60.00 $263400.00 $45.40 $199,306.00
18" DR-11 HOPE Directionallv drilled 450 $141.56 $63,702.00 $200.00 $90000.00 $130.74 $58833.00
10" DR-18 PVC FM RJ 6 $91.09 $546.54 $60.00 $360.00 $71.63 $429.78
8" DR-18 PVC RJ 20 $29.77 $595.40 $28.00 $560.00 $18.10 $362.00
4" DR-18 PVC RJ 15 $20.61 $309.15 $20.00 $300.00 $16.06 $240.90
16" MJ Pu Valve 8 $7 535.67 $60 285.36 $7000.00 $56 000.00 $5,174.94 $41,399.52
10" MJ Plu Valve 2 $3602.23 $7 204.46 $3 500.00 $7,000.00 $2568.18 $5,136.36
8" MJ Plu Valve 1 $2 845.78 $2 845.78 $3500.00 $3,500.00 $2,02143 $2,021.43
4" MJ Plu Valve 1 $1 745.05 $1,745.05 $1,600.00 $1,600.00 $1 242.00 $1,242.00
Sewaoe Combination Air Valve and Vault 5 $6382.43 $31912.15 $6000.00 $30000.00 $4,925.64 $24,628.20
18" Plu 1 $957.01 $957.01 $800.00 $800.00 $707.47 $707.47
16" Plu 1 $637.38 $637.38 $600.00 $600.00 $56197 $56197
10" Plu 2 $291.67 $583.34 $400.00 $800.00 $337.10 $674.20
8"Plu 1 $241.41 $241.41 $350.00 $350.00 $302.92 $302.92
6"Plu 1 $224.46 $224.46 $340.00 $340.00 $293.00 $293.00
4"Plu 2 $186.82 $373.64 $225.00 $450.00 $286.39 $572.78
2" Plu 1 $74.39 $74.39 $15.00 $15.00 $84.22 $84.22
16" 90 Deoree Bend 2 $1,662.74 $3325.48 $1 500.00 $3 000.00 $1,448.01 $2,896.02
16" 45 Deoree Bend 18 $1 493.79 $26,888.22 $1,500.00 $27,000.00 $1 336.68 $24 060.24
16" 22.5 Deoree Bend 10 $1 493.82 $14938.20 $1,400.00 $14000.00 $1,305.82 $13058.20
16" 11.25 Degree Bend 11 $1 530.07 $16830.77 $1 400.00 $15400.00 $1 305.82 $14364.02
8" 90 Deoree Bend 1 $479.02 $479.02 $800.00 $800.00 $662.06 $662.06
8" 45 Degree Bend 1 $457.06 $457.06 $700.00 $700.00 $636.71 $636.71
4" 45 Deoree Bend 1 $271.80 $271.80 $600.00 $600.00 $393.31 $39331
18"x16" Reducer 1 $1 891.87 $1891.87 $2 000.00 $2 000.00 $1713.67 $1713.67
16"x10" Reducer 1 $1 123.79 $1 123.79 $1 500.00 $1 500.00 $1120.63 $1,120.63
16"x8" Reducer 2 $1 057.89 $2 115.78 $1 400.00 $2 800.00 $1032.44 $2,064.88
8"x6" Reducer 1 $395.06 $395.06 $600.00 $600.00 $449.53 $449.53
6"x4" Reducer 1 $318.44 $318.44 $600.00 $600.00 $415.36 $415.36
16"x16"x16" Wve 2 $3 793.23 $7 586.46 $4 500.00 $9 000.00 $3458.21 $6 916.42
16"x16"x10" Wye 1 $5 782.34 $5 782.34 $3,500.00 $3 500.00 $2922.91 $2,922.91
8"x8"x8" Wve 1 $749.85 $749.85 $1 000.00 $1 000.00 $674.40 $674.40
16"x16"x16" Tee 2 $2 250.48 $4,500.96 $2 200.00 $4 400.00 $1,875.71 $3,751.42
16"x16"x6" Tee 1 $1813.05 $1813.05 $2 200.00 $2,200.00 $1 559.35 $1 559.35
18" MJ Butt Fusion Weld AdaDter 2 $1 603.20 $3,206.40 $1 000.00 $2,000.00 $1,400.55 $2,80110
New 5' dia. Doghouse fiberglass lined manhole, 16'-18'
cut 1 $28,272.39 $28 272.39 $15000.00 $15000.00 $12,385.25 $12,385.25
New 4' dia. Concrete doghouse fiberglass lined manhole,
8'-10'cut 2 $11679.19 $23358.38 $10000.00 $20 000.00 $11571.33 $23,142.66
Connect to existino 16" FM at Clart<e Rd. 1 $23726.08 $23,726.08 $20 000.00 $20 000.00 $13952.36 $13952.36
Connect to existino 4" FM at Lake Bennett LS 1 $2431.07 $2431.07 $1 000.00 $1 000.00 $3,190.42 $3190.42
Connect to 16" FM in Ocoee Commons 2 $3425.66 $6 851.32 $13,000.00 $26 000.00 $8,339.33 $16678.66
Disconnect 4" FM from manhole at Richmond Ave. 1 $1 027.17 $1 027.17 $2 00000 $2 000.00 $2,472.40 $2,472.40
Lift station bYDaSS DUmDing 1 . S25,877.35 $25,877.35 $50000.00 $50000.00 $18645.46 $18,645.46
Line lift station wet well elfiberolass liner 1 $99146.41 $99,146.41 $35000.00 $35,000.00 $31,015.65 $31,015.65
Lift Station DumD & eQUiDment demolition & reDia cements 1 $365,505.52 $385,505.52 $365000.00 $365000.00 $264694.41 $264,694.41
20" DR-11 HOPE Gravi t Pi e 16'-18' cut 18 $427.98 $7 703.84 $250.00 $4,500.00 $341.76 $6,151.68
10" SDR.35 PVC Gravi Pi e 10'-12' cut 33 $165.33 $5 455.89 $37.00 $1,221.00 $16825 $5,552.25
18" SDR-35 PVC Gravi Pi e 15'-16' cut 43 $182.93 $7865.99 $50.00 $2,150.00 $131.16 $5639.88
18" SDR-35 PVC Gravi Pi e 16'-18' cut 9 $262.87 $2 365.83 S4S.00 $405.00 $71193 $6,407.37
New pipe connections & demolition at wet well and one
manhole 1 $18064.82 $18,064.82 $10000.00 $10,000.00 $2 995.91 $2,995.91
SDectraShield coatino of manhole 2 $5951.79 $11 903.58 $20 000.00 $40 00000 $4,927.35 $9854.70
ASDhalt Davement restoration 100 $58.22 $5 822.00 $45.00 $4500.00 $32.37 $3237.00
Concrete Davement restoration 14 $84.08 $1177.12 $50.00 $700.00 $5037 $705.18
Inoress/Eoress imDrovements to Richmond Ave. 780 $5.82 $4 539.60 $10.00 $7,800.00 $897 $6,996.60
Sidewalk restoration 172 $81.51 $14019.72 $55.00 $9,460.00 $5037 $8,663.64
Removal and reDlacement of unsuitable fill materials 1000 $16.68 $16680.00 $20.00 $20,000.00 $19.21 $19,210.00
, ; 1 3.26
Altemative NO.1
Fiberglass lining of manholes in lieu of SpectraShield
coating 2 $ 15235.37 $ 30,470.74 $ 20,000.00 $ 4000000 $ 9,699.60 $ 19,399.20
"Licenses checked on low bidders only.
Page 2 of7
BID #B08-01 lS #7 REHABiliTATION AND 16" REPLACEMENT FORCE MAIN TO CLARKE ROAD
BID TABULATION
6/19/082:00 P.M.
BID TAB
Acknowledoe Addendum No.1
Bid Bond
'L1cenae Check
DESCRIPTION
Indemnification
General reouirements
Mobilization/Demobilization
Maintenca of Traffic
Erosion/Sediment Control
16" DR-18 PVC FM RJ
16" DR-18 PVC FM Push-on
18" DR-11 HOPE Directionallv drilled
10" DR.18 PVC FM RJ
8" DR-18 PVC RJ
4" DR-18 PVC RJ
16" MJ Plua Valve
10" MJ Pluo Velve
8" MJ Pluo Velve
4" MJ Pluo Velve
Seweoe Combination Air Valve and Vault
18" Plu
16"Plu
10"Plu
8" Plu
6" Plu
4"Plu
2" Plu
16" 90 Deoree Bend
16" 45 Deoree Bend
16" 22.5 Deoree Bend
16" 11.25 Deoree Bend
8" 90 Deoree Bend
8" 45 Deoree Bend
4" 45 Deoree Bend
18",16" Reducar
16",10" Reducar
16",8" Reducer
8",6" Reducer
6",4" Reducer
16",16",16" Wve
16",16",10" Wve
8",8",8" Wve
16",16",16" Tee
16",16",6" Tee
18" MJ Butt Fusion Weld Adaoter
New 5' dia. Doghouse fiberglass lined manhole, 16'-18'
cut
New 4' dia. Concrete doghouse fiberglass lined manhole,
8'-10'cut
Connect to e,istino 16" FM at Clarke Rd.
Connect to existin~ 4" FM at Lake Bennett LS
Connect to 16" FM in Ocoee Commons
Disconnect 4" FM from manhole at Richmond Ave.
Lift station bypass pumoino
Line lift station wet well e/flberalass liner
Lift Station oump & eoui ment demolition & replacements
20" DR-11 HOPE Gravi Pi e 16'-18' cut
10" SDR-35 PVC Grav' Pi e 10'-12' cut
18" SDR-35 PVC Grav' Pi e 15'-16' cut
18" SDR-35 PVC Grav' Pi e 16'-18' cut
New pipe connections & demolition at wet well and one
manhole
SoectraShield coatin~ of manhole
Asphalt pavement restoration
Concrete pavement restoration
InoresslEoress improvements to Richmond Ave.
Sidewalk restoration
Removal and replacement of unsuitable fill materials
BASE
Alternative NO.1
Fiberglass lining of manholes in lieu of SpectraShield
coating
EsrD QTY.
1
1
1
1
1
1286
4390
450
6
20
15
8
2
1
1
5
1
1
2
1
1
2
1
2
18
10
11
1
1
1
1
1
2
1
1
2
1
1
2
1
2
1
2
100
14
780
172
1000
ves ves vas
non-reaoonalbleldlaouallfled nla non-reaoonalble/dlaauallfled
2
1
1
2
1
1
1
UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE
$1 000.00 $1 000.00 $1,000.00 $1 000.00 $1000.00 $1 00000
$42 000.00 $42 000.00 $57781.15 $57781.15 $30000.00 $30 000 00
$84 000.00 $84 000.00 $8,900.00 $8900.00 $10000.00 $10000.00
$7 350.00 $7 350.00 $12690.00 $12,690.00 $5000.00 $500000
$6300.00 $6 300.00 $16670.00 $16,670.00 $10874.00 $10,874.00
$62.00 $79 732.00 $57.20 $73 559.20 $57.75 $74266.50
$45.00 $197,550.00 $48.10 $211 159.00 $45.40 $199306.00
$108.00 $48 600.00 $146.90 $66 105.00 $133.10 $59,895.00
$42.00 $252.00 $21.85 $131.10 $168.00 $1,008.00
$28.00 $560.00 $17.25 $345.00 $33.00 $66000
$23.00 $345.00 $9.20 $138.00 $21.60 $324.00
$5 220.00 $41 760.00 $5455.35 $43,842.80 $5 700.00 $45,600.00
$2 730.00 $5 460.00 $2 825.05 $5650.10 $3 100.00 $6,200.00
$2100.00 $2100.00 $2 054.65 $2 054.65 $2,400.00 $2,400.00
$1 300.00 $1 300.00 $1391.60 $1,391.60 $1 460.00 $1,460.00
$4 700.00 $23 500.00 $7 035.50 $35,177.50 $5,160.00 $25800.00
$750.00 $750.00 $698.85 $698.85 $1 050.00 $1 050.00
$600.00 $600.00 $522.05 $522.05 $900.00 $900.00
$380.00 $760.00 $484.90 $929.80 $510.00 $1,020.00
$340.00 $340.00 $231.80 $231.80 $250.00 $250.00
$330.00 $330.00 $216.45 $216.45 $240.00 $240.00
$200.00 $400.00 $199.55 $399.10 $235.00 $470.00
$45.00 $45.00 $105.00 $105.00 $75.00 $75.00
$1 350.00 $2 700.00 $1,632.20 $3264.40 $1 720.00 $3,440.00
$1 250.00 $22 500.00 $1 516.00 $27 288.00 $1 600.00 $28,800.00
$1 200.00 $12000.00 $1 483.85 $14838.50 $1,570.00 $15,700.00
$1 200.00 $13200.00 $1 483.85 $16,322.35 $1 570.00 $17,270.00
$550.00 $550.00 $587.25 $587.25 $460.00 $460.00
$520.00 $520.00 $560.80 $560.80 $450.00 $450.00
$430.00 $430.00 $416.10 $416.10 $360.00 $360.00
$1 620.00 $1,620.00 $1 959.35 $1 959.35 $1 910.00 $1,910.00
$1 010.00 $1,010.00 $1 240.65 $1 240.65 $1 310.00 $1,31000
$930.00 $1 860.00 $1 897.30 $3 794.60 $1,220.00 $2440.00
$490.00 $490.00 $502.70 $502.70 $400.00 $400 00
$455.00 $455.00 $469.10 $469.10 $365.00 $365.00
$3 270.00 $6 540.00 $3575.90 $7151.80 $3360.00 $6,720.00
$3 040.00 $3 040.00 $2720.90 $2,720.90 $3 140.00 $3140.00
$910.00 $910.00 $864.35 $864.35 $630.00 $630.00
$2 000.00 $4 000.00 $2153.85 $4,307.70 $2075.00 $4 150.00
$1 650.00 $1 650.00 $1 773.25 $1,773.25 $1 750.00 $1.75000
$1 900.00 $3 800.00 $1 512.00 $3,024.00 $1,590.00 $3,180.00
$13000.00 $13000.00 $9,348.90 $9,348.90 $12,270.00 $12,270.00
$7 200.00 $14400.00 $5 468.80 $10,937.60 $5430.00 $10,860.00
$6 500.00 $6,500.00 $5 515.35 $551535 $16150.00 $16150.00
$900.00 $900.00 $500.00 $500.00 $1,670.00 $1,670.00
$8000.00 $16000.00 $5515.35 $11030.70 $8 220.00 $16440.00
$1,800.00 $1 800.00 $1.341.50 $1341.50 $3,000.00 $3,000.00
$13000.00 $13,000.00 $29952.50 $29 952.50 $2 440.00 $2 440.00
$28,000.00 $28 000.00 $28 355.00 $28355.00 $1,100.00 $1 100.00
$200 000.00 $200 000.00 $360 170.90 $360170.90 $241 609.99 $241,609.99
$300.00 $5 400.00 $97.80 $1 760.40 $230.00 $4 140.00
$170.00 $5610.00 $31.35 $1,034.55 $66.00 $2178.00
$220.00 $9,460.00 $45.55 $1,958.65 $79.50 $3,418.50
$300.00 $2 700.00 $47.55 $427.95 $140.00 $1,260.00
$30000.00 $30000.00 $7,696.00 $7 696.00 $4 190.00 $4,19000
$4,000.00 $8,000.00 $12000.00 $24 000.00 $9170.00 $18,340.00
$52.00 $5200.00 $58.00 $5,800.00 $50.00 $5,000.00
$52.00 $728.00 $40.05 $560.70 $100.00 $1,400.00
$52.00 $40 560.00 $5.70 $4446.00 $32.00 $24,960.00
$52.00 $8 944.00 $31.50 $5418.00 $25.00 $4,300.00
$10.00 $10,000.00 $4.50 $4,500.00 $29.00 $29,000.00
!l!!~~~'lj. 1. 1 .338 3 999:99
$3 700.00 $ 7400.00 $ 7,900.00 $ 15 800.00 $ 15,800.00 $ 111,600.00)1
. $96~,399.99
1
18
33
43
9
'Licenses checked on low bidders only.
2
Page 30f7
BID #B08-01 LS #7 REHABILITATION AND 16" REPLACEMENT FORCE MAIN TO CLARKE ROAD
BID TABULATION
6/19/082:00 P.M.
",Nf"<<':' ","..":'},"....'.""", '
;,..,,,~!ln8~;'
BID TAB ~~it. ;~':;'~'k.,.;.IftC:,'"'~'F';""
Acknowledae Addendum No, 1 ves ves (~.;,~:-~.:'!;<,:;~, ves"/l-":':"'<'
Bid Bond ves yes ves
'llcenee Check nil nil >60% of wort< bv eube-
DESCRIPTION ESrD QTY, UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE
Indemnificalion 1 51 00000 51 000,00 51 00000 51 00000 51 000,00 51,000,00
Generel reauirements 1 521 400,00 521 400,00 53000000 530 000,00 535 000,00 535 000,00
Mobilization/Demobilization 1 565000,00 565 000.00 53000000 530000.00 5100 00000 5100,000,00
Maintence of Traffic 1 $21 400.00 $21 400.00 $10,000.00 $10000.00 $12000.00 $1200000
Erosion/Sediment Control 1 $15000.00 515000.00 $16000.00 $16000.00 $18000.00 $18,000.00
16" DR.18 PVC FM RJ 1286 575.00 596 450,00 $59.00 575874,00 $55 00 $70,730,00
16" DR.18 PVC FM Push-on 4390 560.00 $263400.00 $43.40 5190 526.00 $45.00 $197550,00
18" DR.ll HDPE Directionallv drilled 450 $140.00 $63000.00 $165,00 $74250.00 $70.00 $31 500,00
10" DR.18 PVC FM RJ 6 $55.00 5330.00 $60,00 $360,00 $50,00 $300.00
8" DR.18 PVC RJ 20 545.00 $900.00 $45.00 $900.00 $50.00 $1,00000
4" DR.18 PVC RJ 15 535.00 $525.00 $40,00 $600.00 $50.00 $750,00
16" MJ Pluo Valve 8 $6800,00 $54 400.00 $7 000.00 $56 000,00 $4,200.00 $33,600,00
10" MJ Plu" Valve 2 $5500,00 511 000.00 $3600.00 $7200.00 $2 100,00 $4200,00
8" MJ Plua Valve 1 53000.00 $3 000.00 53 000.00 $3 000,00 $1700.00 $1,700.00
4" MJ Plun Valve 1 $1 500.00 $1 500.00 $1 400.00 $1 400.00 $900.00 $900,00
Sewaae Combination Air Valve and Vaun 5 $6 00000 $30000,00 $4 200,00 $21 000.00 $500000 $25,000,00
18"Plun 1 590000 5900.00 $560,00 $560,00 $600.00 $60000
16"Plua 1 5700.00 $700,00 $500,00 $500.00 $400.00 $400,00
10"Plun 2 $40000 $80000 $300.00 $600.00 $200.00 $400,00
8"Plu 1 $400.00 $400.00 $150.00 $15000 $200,00 $200,00
6" Plu 1 5300.00 5300.00 $125.00 $125,00 $200,00 $200.00
4"Plu 2 5300.00 $600.00 $100.00 $200.00 $200.00 $400.00
2" Plu 1 $100,00 $100.00 $25,00 $25.00 $100.00 $100,00
16" 90 Dearee Bend 2 $1 500,00 53000.00 $2,50000 $5,000,00 $1 00000 $2,00000
16" 45 DAnree Bend 18 51 500,00 $27 000,00 $2,500.00 $45,000.00 $800,00 $14400.00
16" 22.5 Dearee Bend 10 $1 500.00 515000.00 $2 500,00 $25 000.00 $800.00 $8,000,00
16" 11.25 Denree Bend 11 $1 500.00 $16500.00 $2 500,00 $27 500.00 $80000 $8,80000
8" 90 Dearee Bend 1 5750.00 $750.00 $400,00 $400.00 $400,00 $400 00
8" 45 Dencee Bend 1 5600.00 5600.00 5400 00 $400.00 $400,00 $400.00
4" 45 Dearee Bend 1 $400.00 5400.00 $160,00 $160.00 $300.00 $300.00
18"x16" Reducer 1 $1 800.00 $1 800.00 $3 500.00 53 500.00 $1 200.00 $1200,00
16"xl0" Reducer 1 51 300.00 51 300,00 $1,200.00 51 200.00 $1 000.00 $1,000.00
16"x8" Reducer 2 $1 800,00 53,600.00 51100.00 $2 200.00 $1,000.00 $2,000,00
8"x6" Reducer 1 $50000 $500.00 $400.00 $40000 $400.00 $400.00
6"x4" Reducer 1 5500.00 $500,00 $300.00 $300.00 $400.00 $400.00
16"x16"x16" Wve 2 $3 500.00 $7 00000 54 000.00 58,000.00 $2400.00 $4,800,00
16"x16"xl0" Wve 1 $5 500.00 55 500.00 $3,600,00 $3600.00 $2 600.00 $2600,00
8"x8"x8" Wve 1 5700.00 5700,00 $1 000.00 $1 000.00 $700.00 $70000
16"x16"x16" Tee 2 $2 700.00 55 400.00 $3000.00 $6 000.00 $2000.00 $4 000.00
16"x16"x6" Tee 1 52 500,00 5250000 52 600.00 $2 600.00 $1 800,00 51 800,00
18" MJ Butt Fusion Weld Adaoter 2 51 500,00 $3000.00 $3 000.00 $6 000.00 $300000 $6,000,00
New 5' dia. Doghouse fiberglass lined manhole, 16'.18'
cut 1 $25 000.00 525 000.00 $14000.00 $14000.00 $9500,00 $9500,00
New 4' dia, Concrete doghouse fiberglass lined manhole,
8'.10' cut 2 $20000.00 $40000,00 $7,000,00 $14000.00 $5500,00 $11,000,00
Connect to exislina 16" FM at Clarke Rd. 1 $10000.00 $10,000.00 $11,000,00 $11000.00 $7500.00 $7,500.00
Connect to existina 4" FM at lake Bennett LS 1 $2 000.00 $2 000.00 54,000.00 $4 000.00 $1 50000 $1,500,00
Connect to 16" FM in Ocoee Commons 2 59 800.00 519600.00 $4 00000 $8 000.00 $7000,00 $14,000,00
Disconnect 4" FM from manhole at Richmond Ave. 1 51 500,00 51 500.00 $500.00 $500.00 $300000 $300000
lift stalion bvaass aumoina 1 $20 000.00 $20 00 .00 $60000.00 $60 000.00 $500000 $5000.00
Line lift stalion wet well e/fiberalass liner 1 526 500.00 $26 500.00 $42 000.00 $42 00000 $27 000 00 $27,000,00
Lift Station oumo & eQui ment demolition & reolacements 1 $301 900.00 $301 900,00 $300,000.00 $300 000.00 $290 00000 $290,000,00
20" DR.ll HDPE Gravi Pi e 16'.18' cut 18 $400.00 $7 20000 $200.00 $3 600.00 $10000 $1,800.00
10" SDR.35 PVC Gravi Pi 10'.12' cui 33 $37500 512,37500 5160,00 $5280.00 $50.00 $1,650,00
18" SDR.35 PVC Gravi Pi 15'.16'cut 43 5300.00 $12,900,00 $15000 5645000 $75,00 $3225,00
18" SDR.35 PVC Gravi Pi e 16'.18' cut 9 $400.00 $3600.00 $175.00 51 575,00 5100.00 $900.00
New pipe connections & demolilion at wet well and one
manhole 1 $600000 $6 000.00 $3 500,00 $3,500,00 $20000.00 $20,00000
SnActraShield coalina of manhole 2 57 500.00 $15000.00 $6100.00 $12,200,00 $500000 $10,000,00
Asohan oavement restoration 100 525.00 $2,500.00 $42.00 $4 200.00 $60.00 $6,000,00
Concretenavement restaralion 14 $200,00 52 800.00 $62,00 $868,00 $100.00 $1 400,00
InaresslEaress imorovements to Richmond Ave. 780 $10.70 58 346.00 51300 $10 140,00 $42.00 $32760.00
Sidewalk restoration 172 542.00 57 224.00 $62.00 510664,00 53800 $6,536,00
Removal and reolacement of unsuitable fill materials 1000 521.40 $21 400.00 $8.00 $8 000.00 $12.00 $12000,00
IRUI!.R1Q" '., '~ .. '1'); 61"""" :~:Jil l' 78 . "w",'.)I<:, SUI!\ll6111.00
Altemative No, 1
Fiberglass lining of manholes in lieu of SpectraShield
coatina 2 $ 7 900.00 $ 15800.00 $ 10,000.00 $ 20000.00 $ 8,200,00 $ 16,400,00
:TOT~'''Q1itfil~"~
- . rt'auol;QO~!IJifi<r\t';~i:\tioJ ''I'-flj!j,U07U01,OO
'Licenses checked on low bidders only.
Page 4 of 7
BID #B08-01 LS #7 REHABILITATION AND 16" REPLACEMENT FORCE MAIN TO CLARKE ROAD
BID TABULATION
6/19/082:00 P.M.
BID TAB .,.(~~T'...,,\i ."
Acknowledoe Addendum NO.1 ves -vel ves
Bid Bond -ves ve. ves
'Llcen.e Check nI. .ctlve/ u.lffied .ctlve/ ullffied
DESCRIPTION EsrD QTY, UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE
Indemnificabon 1 $0.00 $0.00 $1 000.00 $1.000.00 $100000 $1,000.00
General renuirements 1 $115000.00 $115000.00 $32 540.00 $32 540.00 $6500000 $65,000.00
Mobilization/Demobilizabon 1 $15000.00 $15000.00 $7 015.00 $7.015.00 $30000.00 $30,000.00
Maintence of Traffic 1 $8000.00 $8 000.00 $1 88A.00 $1 885.00 $6000.00 $6,000.00
Erosion/Sediment Control 1 $25 000,00 $25 000.00 $11 370.00 $11 370.00 $300000 $3,000.00
16" DR.18 PVC FM RJ 1288 $SO,OO $64 300.00 $55.85 $71 565.90 $60 00 $77,160.00
16" DR-18 PVC FM Push-on 4390 $50.00 $219500.00 $39.70 $174283.00 $47.00 $206,330.00
18" DR-11 HDPE Directionall drilled 450 $145.00 $65250.00 $160.30 $72135.00 $130.00 $58,500.00
10" DR-18 PVC FM RJ 6 $24,00 $144.00 $73.00 $438.00 $4000 $240.00
8" DR-18 PVC RJ 20 $20,00 $400.00 $35.70 $714.00 $35 00 $700.00
4" DR-18 PVC RJ 15 $15.00 $225.00 $30.00 $450.00 $2000 $300 00
16" MJ Plu Valve 8 $5725.00 $45800.00 $6 035.00 $48 260.00 $6 200.00 $49,600.00
10" MJ Plu Valve 2 $3000.00 $6 000,00 $2 575.00 $5 150.00 $2 700.00 $5,400.00
8" MJ Plu Valve 1 $2 800.00 $2 800.00 $1 965.00 $1 965.00 $200000 $200000
4" MJ Plu Valve 1 $1 500.00 $1 500.00 $1 180.00 $1 180.00 $1200.00 $1 20000
Sewaae Combination Air Valve and Vault 5 $8 500.00 $42500.00 $5 745.00 $28 725.00 $7400.00 $37,000.00
18"Plu 1 $1 000.00 $1 000.00 $825.00 $825.00 $1 350.00 $1,350.00
16" Plu 1 $1 000.00 $1 000.00 $635.00 $635.00 $67500 $675.00
10"Plu 2 $500,00 $1 00000 $425.00 $850.00 $500.00 $1 000.00
8"Plua 1 $300.00 $300,00 $230.00 $230.00 $325,00 $32500
6"Plua 1 $200.00 $200.00 $190.00 $190.00 $250.00 $250.00
4" Plua 2 $100.00 $200,00 $130.00 $260.00 $15000 $30000
2" Plua 1 $30,00 $30,00 $45.30 $45.30 $100,00 $100,00
16" 90 Dearee Bend 2 $1 800.00 $3 600,00 $1 610.00 $3 220.00 $1,500.00 $3,000.00
16" 45 Dearee Bend 18 $1 500.00 $27 000.00 $1 485.00 $26 730.00 $1 400.00 $2520000
16" 22.5 Dearee Bend 10 $1 500.00 $15000,00 $1 485.00 $14 850.00 $1400,00 $14,000,00
16" 11.25 Dearee Bend 11 $1 500,00 $16 SOO,OO $1 500.00 $16500.00 $1 400,00 $15400.00
8" 90 Dearee Bend 1 $400.00 $400.00 $480.00 $480.00 $450.00 $45000
8" 45 Dii~ree Bend 1 $400.00 $400,00 $425.00 $425.00 $450.00 $450 00
4" 45 Dearee Bend 1 $300,00 $300,00 $240.00 $240.00 $200,00 $200.00
18"x16" Reducer 1 $2 000,00 $2 000.00 $2 700.00 $2 700.00 $2 400,00 $2,400.00
16"x10" Reducer 1 $1 000.00 $1 000,00 $1 240.00 $1 240.00 $1 100,00 $1,100.00
16"x8" Reducer 2 $1 000.00 $2 00000 $1125.00 $2 250.00 $100000 $2000.00
8"x6" Reducer 1 $500,00 $500,00 $385.00 $385.00 $400 00 $400.00
6"x4" Reducer 1 $300,00 $300.00 $290.00 $290.00 $300.00 $300.00
16"x16"x16" Wve 2 $400.00 $800.00 $3 725.00 $7 450.00 $3 300.00 $6,60000
16"x16"x10" Wve 1 $6 000.00 $6 000.00 $5 210.00 $5 210.00 $5200.00 $5200.00
8"x8"x8" Wve 1 $80000 $800 00 $740.00 $740.00 $650.00 $650 00
16"x16"x16" Tee 2 $2 000.00 $4 000.00 $2 300.00 $4 600.00 $1 800.00 $3 600 00
16"x16"x6" Tee 1 $2 000.00 $2 000,00 $1 960.00 $1 960.00 $1,600.00 $1,600.00
18" MJ Bun Fusion Weld Adaoter 2 $4 500,00 $9000,00 $1 320.00 52 540.00 $900.00 $1,800.00
New 5' dia. Doghouse fiberglass lined manhale, 16'.18'
cut 1 $14000.00 $14000.00 $10780.00 $10780.00 $17000.00 $17,000.00
New 4' dia, Concrete doghouse fiberglass lined manhole,
8'-10' cut 2 $89SO.00 $17900.00 $6 220.00 $12440.00 $7700.00 $15,400.00
Connect ta existina 16" FM at Clarke Rd. 1 $5000.00 $5 000.00 $4 605.00 $4 605.00 $10000,00 $10,000.00
Connect ta exisbna 4" FM at Lake Bennen LS 1 $5 000.00 $5 000.00 $2140.00 $2 140.00 $300000 $3,000.00
Connect to 16" FM in Ocaee Commons 2 $5 000,00 $10000,00 $4 085.00 $8 170.00 $4 00000 $8,000.00
Disconnect 4" FM from manhole at Richmand Ave, 1 $2 500.00 $2 500.00 $1.315.00 $1315.00 $1 00000 $1000,00
Lift station bvnass oumoina 1 $20 000,00 $20 000.00 $21 300.00 $21 300.00 $20 000 00 $20,000,00
Line lift statian wet well e/fiberalass liner 1 $13000.00 $13000,00 $33 790.00 $33 790.00 $32,500.00 $32,500.00
Lift Statian oumo & eaui ment demolrtion & renlacement 1 $298721.00 $298 721.00 $313185.00 $313185.00 $283,600,00 $283,600.00
20" DR-11 HDPE Gravi Pi 16'-18' cut 18 $1SO.OO $2 700.00 $157.15 $2 828.70 $250,00 $450000
10" SDR-35 PVC Grav Pi ,10'-12' cut 33 $50,00 $1 6SO,00 $44.60 $1471.80 5100,00 $3,300.00
18" SDR-35 PVC Gravi Pi 15'-18' cut 43 $60.00 $2 580.00 $72.00 $3 096.00 $100.00 $4300.00
18" SDR-35 PVC Grav Pi e 16'-18' cut 9 $60.00 $54 ,00 $180.00 $1 620.00 $100,00 $900,00
New pipe connections & demolibon at wet well and one
manhole 1 $20 000.00 $20 000.00 $1 715.00 $1 715.00 $1 000.00 $1 00000
SoectraShield coating of manhole 2 $3 000,00 $6000,00 $4 215.00 $8 430.00 $3500,00 $7000,00
Asohaij oavement restoration 100 $35,00 $3 500.00 $40.25 $4 025.00 $25.00 $2500,00
Concrete oavement restoration 14 $45.00 $630.00 $51.75 $724.50 $40.00 $560,00
InaresslEaress imorovements to Richmond Ave. 780 $5,SO $4 290,00 $6.25 $4 875.00 $25,00 $19500,00
Sidewalk restoration 172 $38.00 $6 536.00 $55.05 $9488.60 $30.00 $5,160,00
Removal and reolacement of unsuitable fill materials 1000 $20.00 $20 000,00 $10.55 $10550.00 $12.00 $12,000,00
-RBI BID,".>" ,... .,\'. ,r;:~,;.':,:,~r~ t\';~~>0" :,~::jC,;t>}~;t~t,!t ""'~ f.<i , ~~. .,i 101o:.1H11ll' 1 083000.00
Memative NO.1
Fibergiess lining of manholes in lieu of SpectraShield 16 590.00 S
coetinn 2 $ 8 295.00 $ 5 175.00 $ 10 350.00 $ 3 500.00 $ 7,000.00
.;, .; ".090.000,00
'Licenses checked on low bidders only,
Page 5 of7
BID #B08-01 LS #7 REHABILITATION AND 16" REPLACEMENT FORCE MAIN TO CLARKE ROAD
BID TABULATION
61191082:00 P,M,
BID TAB
Acknowledae Addendum NO.1 VBS Viis vas
Bid Bond ves ves ves
'License Check nil nil nil
DESCRIPTION EsrD QTY, UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE
Indemiiificalion 1 $1 000.00 $1 000.00 $1 000.00 $1 000.00 $1 000.00 $1,00000
General reauirements 1 $1200000 $12000.00 $80,259.02 $80 259.02 $52770.00 $52770.00
MobilizationlDemobilizalion 1 $28 500.00 $28 500.00 $5,000.00 $5,000.00 $33300.00 $33300.00
Maintence 01 Traffic 1 $8215.00 $8215.00 $1 500.00 $1 500.00 $1000000 $10,000.00
ErosionlSediment Control 1 $7 900.00 $7 900.00 $5625.00 $5625.00 $1000000 $1000000
16" DR-18 PVC FM, RJ 1286 $60.70 $78 060.20 $53.51 $68,813.86 $7000 $90 020.00
16" DR-18 PVC FM Push-on 4390 $49.45 $217085.50 $38.09 $158435.10 $5800 $254,620.00
18" DR-11 HOPE Directionallv dnlled 450 $160.25 $72 11250 $128.00 $57800.00 $150.00 $67500.00
10" DR-18 PVC FM RJ 6 $86.35 $398.10 $21.00 $126.00 $150.00 $900.00
8" DR-18 PVC RJ 20 $30.30 $606.00 $15.00 $300.00 $60.00 $1 200.00
4" DR-18 PVC RJ 15 $24.30 $384.50 $10.00 $150.00 $60.00 $900.00
16" MJ Plu Valve 8 $5515.00 $44120.00 $5 750.00 $4600000 $5200.00 $41 600.00
10" MJ Plu Valve 2 $2710.00 $5 420 00 $2717.00 $5 434.00 $2 600.00 $5200.00
8" MJ Plu Valve 1 $2 125.00 $2 125.00 $2235.00 $2235.00 $2 000.00 $2000.00
4" MJ Plu Valve 1 $1 180.00 $1180.00 $1 504.00 $1 504.00 $1 500.00 $1,500.00
Sewaoe Combination Air Valve and Vault 5 $4 865.00 $24 325.00 $12,566.00 $62 830.00 $4000.00 $20,000.00
18" PI"" 1 $78500 $785.00 $834.00 $834.00 $800.00 $800.00
16"Plua 1 $635.00 $635.00 $600 00 $600.00 $625.00 $625.00
10" Plua 2 $400.00 $800.00 $270.00 $540.00 $350.00 $700.00
8"Pluo 1 $385.00 $385.00 $230.00 $230.00 $250 00 $250.00
6"Plua 1 $355.00 $355.00 $225.00 $225.00 $240.00 $240.00
4"Plua 2 $345.00 $690.00 $220.00 $440.00 $230.00 $460.00
2"Plun 1 $220.00 $22000 $25.00 $25.00 $50.00 $50.00
16" 90 Deoree Bend 2 $1 400.00 $2 800.00 $1 542.00 $3,084.00 $1,600.00 $3,20000
16" 45 Denree Bend 18 $1 275.00 $22950.00 $1 450.00 $26,100.00 $600.00 $10,800.00
16" 22.5 Deoree Bend 10 $1 240.00 $12400.00 $1 440.00 $14,400.00 $600.00 $6,000.00
18" 11.25 Dearee Bend 11 $1 240.00 $13640.00 $1 440.00 $15840.00 $500.00 $5500.00
8" 90 Dearee Bend 1 $505.00 $505.00 $505.00 $505.00 $750.00 $75000
8" 45 Dencee Bend 1 $475.00 $475.00 $500.00 $500.00 $85000 $850.00
4" 45 Dearee Bend 1 $355.00 $355.00 $325.00 $325.00 $400 00 $400.00
18"x16" Reducer 1 $1 865.00 $1 865.00 $1 890.00 $1 890.00 $3000.00 $3000.00
16"x10" Reducer 1 $1 050.00 $1 050.00 $1 372.00 $1 372.00 $2 500.00 $2500.00
16"x8" Reducer 2 $960.00 $1 920.00 $1 250.00 $2 500.00 $1 500.00 $3,000.00
8"xB" Reducer 1 $445.00 $445.00 $440.00 $440.00 $600.00 $600.00
6"x4" Reducer 1 $390.00 $390.00 $430.00 $430.00 $550.00 $550.00
16"x16".16" Wve 2 $3210.00 $6420.00 $2,815.00 $5630.00 $3 500.00 $7,00000
16"x16"x10" Wve 1 $2 975.00 $2 975.00 $2,800.00 $2 800.00 $3000.00 $300000
8"x8"x8" Wve 1 $880.00 $680.00 $695.00 $695.00 $800.00 $800.00
16"x16"x16" Tee 2 $1 890.00 $3780.00 $2 015.00 $4 030.00 $2,750.00 $5500.00
16"x16"xB" Tee 1 $1 560.00 $1 560.00 $1 800.00 $1800.00 $2 00000 $2,000.00
18" MJ Butt Fusion Weld Adaoter 2 $630.00 $1 260.00 $850.00 $1 700.00 $1 500.00 $300000
New 5' dia. Doghouse fiberglass lined manhole, 16'-18'
cut 1 $15850.00 $15850.00 $15500.00 $15500.00 $26,000.00 $2600000
New 4' dia. Concrete doghouse fiberglass lined manhole,
8'-10' cut 2 $10400.00 $20 800.00 $8 000.00 $16000.00 $16000.00 $32,000.00
Connect to existina 16" FM at Clar1<e Rd. 1 $11400.00 $11400.00 $9 000.00 $9 000.00 $15000.00 $1500000
Connect to exislina 4" FM at Lake Bennett LS 1 $16200.00 $16200.00 $1 500.00 $1 500.00 $3 500.00 $350000
Connect to 16" FM in Ocaee Commons 2 $g 725.00 $19450.00 $9,000.00 $18000.00 $7 00000 $1400000
Disconnect 4" FM from manhole at Richmond Ave. 1 $11680.00 $11680.00 $1 500.00 $1 500.00 $2000.00 $200000
Lilt Slalion bvn ass oumoina 1 $22 000.00 $22 000.00 $25 000.00 $25 000.00 $1900000 $1900000
Line lilt slalion wet well elfiberolass liner 1 $28400.00 $28400.00 $30,000.00 $3000000 $29 000 00 $29,000.00
Lilt Station Duma & eaui ment demolition & reolacements 1 $357 250.00 $357 250.00 $312,946.70 $312946.70 $300 000.00 $300,000.00
20" DR-11 HOPE Gravi Pi e 16'-18' cut 18 $830.00 $14940'.00 $308.00 $5 544.00 $400.00 $7200.00
10" SDR-35 PVC Gravi Pi 10'-12'cut 33 $235.00 $7 755.00 $172.17 $5681.61 $65.00 $2,145.00
18" SDR-35 PVC Grav' Pi 15'-16'cut 43 $295.00 $12685.00 $185.67 $7983.81 $140.00 $6,020.00
18" SDR-35 PVC Gravi Pi e 16'-18' cut 9 1265.10 $2385.90 $199.00 $1791.00 $250.00 $2250.00
New pipe connections & demolilion at wet well and one
manhole 1 $2115.00 $2115.00 $5500.00 $5 500.00 $40 000.00 $40,000 00
SoectraShield coatina 01 manhole 2 $4 500.00 $9,000.00 $4,500.00 $9,000.00 $8000.00 $16000.00
Asohall oavement restoration 100 $73.35 $7 335.00 $30.00 $3 000.00 $20.00 $2,000.00
Concrete Davement restoralion 14 $92.80 $1 299.20 $55.00 $77000 $2000 $280.00
Inaress/Earess imorovements to Richmond Ave. 780 $9.95 $7761.00 $10.00 $7800.00 $10.00 $7,800.00
Sidewalk restoraoon 172 $55.00 $9460.00 $32.00 $5 504.00 $10.00 $1,720.00
Removal and reolacement 01 unsuitable fill matenals 1000 $37.55 $37.550.00 $20.00 $20000.00 $1.00 $1,000.00
:1:/!r:;fl:' ')"/A-':'~Y~~':"~~J;,if~~!~ ,_..;;,;"t_'''J~\;: '~~', . '~~, } , 1,':1 " 181,000,00
Altemative NO.1
Fiberglass lining 01 manholes in lieu 01 SpectraShield
coatina 2 $ 8 500.00 $ 17000.00 $ 9,500.00 $ 19000.00 $ 8 000.00 $ 16,000.00
TOTAL 8lQ,;;~;<",_~"~i#J~:':\lc'!it~r;j'iit/'~~~'!i;;!~'1&,~~]f~~~1~~lI'~mQ4jmi1a:~:.'I"\':, .<,;:;."';,97;000.00
'Licenses checked on law bidders only.
Page 6 017
BID #B08-01 LS #7 REHABILITATION AND 16" REPLACEMENT FORCE MAIN TO CLARKE ROAD
BID TABULATION
6/19/082:00 P.M.
: "';\
BID TAB :iriil'\
Acknowledoe Addendum No. 1 Yes
Bid Bond vas
"License Check nil
DESCRIPTION EsrD QTY, UNIT PRICE TOTAL PRICE
Indemnification 1 $1 00000 $1 000.00
Generel rAnuirements 1 $61 500.00 $61 500.00
MobilizetionlDemobilization 1 $55000.00 $55000.00
Maintence of Traffic 1 $6500.00 $6,500.00
Erosion/Sediment Control 1 $6 000.00 $600000
16" DR-18 PVC FM RJ 1286 $53.50 $68 801.00
16" DR-18 PVC FM, Push-on 4390 $42.50 $186 575.00
18" DR-11 HOPE Directionall dnlled 450 $150.00 $67500.00
10" DR-18 PVC FM RJ 6 $55.00 $330.00
8" DR-18 PVC RJ 20 $22.50 $450.00
4" DR-18 PVC RJ 15 $15.25 $228.75
16" MJ Plu Valve 8 $5650.00 $45200.00
10" MJ Plu Valve 2 $2,650.00 $5 300.00
8" MJ Plu Valve 1 $1 850.00 $1 850.00
4" MJ Plu Valve 1 $1 200.00 $1 200.00
Sewaoe Combination Air Valve and Vau~ 5 $3650.00 $18250.00
18"Plun 1 $550.00 $550.00
16" Pluo 1 $425.00 $425.00
10" Plun 2 $350.00 $700.00
8" Pluo 1 $200.00 $200.00
6" Pluo 1 $150.00 $150.00
4" Pluo 2 $100.00 $200.00
2"Pluo 1 $35.00 $35.00
16" 90 Deoree Bend 2 $1 500.00 $3 000.00
16" 45 Dearee Bend 18 $1 450.00 $26 100.00
16" 22.5 Deoree Bend 10 $1 450.00 $14500.00
16" 11.25 Denree Bend 11 $1 450.00 $15950.00
8" 90 Deoree Bend 1 $400.00 $400 00
8" 45 nAni'ee Bend 1 $400.00 $400.00
4" 45 Deoree Bend 1 $200.00 $200.00
18"x16" Reducer 1 $2450.00 $2450.00
16"x10" Reducer 1 $1,250.00 $1 250.00
16"x8" Reducer 2 $1 200.00 $2 400.00
8"x6" Reducer 1 $450.00 $450.00
6"x4" Reducer 1 $375.00 $375.00
16"x16"x16" Wve 2 $3 500.00 $7 000.00
16"x16"x10" Wve 1 $5 00000 $500000
8"x8"x8" Wve 1 $795.00 $795.00
16"x16"x16" Tee 2 $2 150.00 $4,300.00
16"x16"x6" Tee 1 $2,000.00 $2 000.00
18" MJ Butt Fusion Weld Adapter 2 $995.00 $1 990.00
New 5' dia. Doghouse fiberglass lined manhole, 16'-18'
cut 1 $26,500.00 $26 500.00
New 4' dia. Concrete doghouse fiberglass lined manhole,
8'.10'cut 2 $14,500.00 $29000.00
Connect to existino 16" FM at Clar1<e Rd. 1 $8500.00 $8 500.00
Connect to existino 4" FM at Lake Bennett LS 1 $1325000 $13250.00
Connect to 16" FM in Dcoee Commons 2 $3,650.00 $7 300.00
Disconnect 4" FM from manhole at Richmond Ave. 1 $1 250.00 $1 250.00
Lift station bvness oumpino 1 $25000.00 $25,000.00
Line lift stetion wet well elfibemlass liner 1 $38 500.00 $38 500.00
Lift Station oumo & eoui ment demolition & reolacements 1 $245 000.00 $245,000.00
20" DR-11 HOPE Gravit Pipe 16'.18' cut 18 $245.00 $4410.00
10" SDR.35 PVC Gravi Pioe, 10'.12' cut 33 $82.50 $2,722.50
18" SDR-35 PVC Grav Pioe. 15'.16' cut 43 $120.00 $5160.00
18" SDR-35 PVC Grav Pioe 16'-18' cut 9 $295.00 $2 655.00
New pipe connections & demolition at wet well and one
manhole 1 $14,500.00 $14,500.00
SnectraShield coatina of manhole 2 $4 500.00 $900000
Asohalt oavement restoration 100 $52.00 $5200.00
Concretenavement restoration 14 $55.00 $77000
InoresslEoress imorovements to Richmond Ave. 780 $6.75 $5 265.00
Sidewalk restoration 172 $42.50 $7310.00
Removal and reolacement of unsuitable fill matenals 1000 $19.50 $19500.00
~',~~' ,~. ." ,. ~~ ~J
Alternative NO.1
Fiberglass lining of manholes in lieu of SpectraShield
coatina 2 $ 9,150.00 $ 18300.00
TOTAL BID.
"Licenses checked on low bidders only.
Page 7 of 7
SECTION 00020
INVITATION TO BID #B08-01
LIFT STATION #7 REHABILITATION AND
16" REPLACEMENT FORCE MAIN TO CLARKE ROAD
OCOEE, FLORIDA
Sealed bids, in duplicate, will be received at the office of the Purchasing Agent in the City ofOcoee, unti12:00
pm, local time, on June 19,2008. Sealed bids must be date and time stamped at the office ofthe Purchasing
Agent before that time. Any bids received after that time will not be accepted under any circumstances. Any
uncertainty regarding the time a bid is received will be resolved against the bidder. Bids submitted after the
designated time will be returned unopened. All bids received before the due date and time will be publicly
opened and read aloud by the Purchasing Agent or her designee in the City of Ocoee City Hall Conference
Room at approximately 2:01 pm.
Description of Work: All work for the project shall be designed and constructed in accordance with the
drawings and specifications prepared by Dyer, Riddle, Mills & Precourt (DRMP), Inc. The proposed project
will be awarded and constructed, if award is made, in conformance with the plans and specifications. Bids
shall be submitted for furnishing, delivering, and installing all materials, equipment, incidentals, and services,
including labor, for the work, which generally includes, but is not necessarily limited to, the following:
. 4,910 linear feet of 16-inch PVC force main
. 820 linear feet of 18-inch HDPE force main
. 41 linear feet of miscellaneous smaller force main
. Lift Station and Manhole Rehabilitation & Lift Station Pumping Equipment Replacement
. Construction of two new doghouse manholes
. 70 linear feet of 18-inch & 20-inch gravity sewer
Prospective bidders may secure a copy of the complete bid package (drawings and specifications) from the
Purchasing Agent at Ocoee City Hall, Finance Department, 150 N. Lakeshore Drive, Ocoee, FL 34761-2258,
(407) 905-3100, ext. 1523, for a non-refundable fee of$200.00 per set. Checks should be made payable to
the City ofOcoee. Partial sets of bid documents will not be issued. Information concerning this Invitation to
Bid is also available from OnvialDemandStar by accessing the City's Web site at
http://www.ci.ocoee.fl.us/Finance/Purchasing/Purchas ing.asp# Bids.
Bids shall be prepared from complete, full-size contract documents. Addenda will be posted on DemandStar
and transmitted to all holders of complete contract documents not later than twenty-four (24) hours before bid
time via facsimile, email.orU.S.mail. as determined by the City ofOcoee.
Pre-bid Conference: None is scheduled.
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 ofOcoee
as a guarantee that the Bidder will not withdraw for a period of ninety (90) days after bid closing time.
Bid Submittal: A single bid shall be submitted for the work. The contract will be awarded pursuant to the
requirements of applicable state and federal laws and regulations and pursuant to any applicable City ofOcoee
purchasing rules and procedures.
00020-1
Bids shall be on the bid form provided in the bidding documents and enclosed within a sealed envelope, with
the words "Bid for Lift Station #7 Rehabilitation and 16-Inch Replacement Force Main To Clarke Road" and
the bidder's name, address, and State of Florida contractor's license number clearly shown on the outside
thereof. Bidder must acknowledge receipt of all addenda in the prescribed bid form. Bids must be signed by
an authorized representative of the bidder. Failure to comply with either condition shall be cause for bid
disqualification. Mailed bids shall be sent to the attention of the Purchasing Agent, City ofOcoee, 150 North
Lakeshore Drive, Ocoee, FL 34761-2258.
Award ofContract(s): The City ofOcoee 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 ofthe City, price, qualifications and other
factors taken into consideration. The City reserves the right to award the contract to the bidder which, in the
sole discretion ofthe City, is the most responsive and responsible considering price, qualifications, and other
factors.
City Clerk
OCOEE, FLORIDA
May 18, 2008
END OF SECTION
00020-2
Mavor
S. Scott Vandergrift
center of Good Li
~~e "'/~
Commissioners
Gary Hood, District 1
Scott Anderson, District 2
Rusty Johnson, District 3
Joel Keller, District 4
City Manager
Robert Frank
June 13, 2008
ADDENDUM NO: ONE (1)
CITY OF OCOEE
BID #B08-01
LIFT STATION #7 REHABILITATION AND
16" REPLACEMENT FORCE MAIN TO CLARKE ROAD
This addendum shall modify and become a part of the original bid documents for the Lift Station #7 project. This
addendum consists of five pages. Bidders shall acknowledge receipt of Addendum One (1) in the space provided in
Section 00300 of the bid documents. Failure to do so may subject the bidder to disqualification.
Answers to Questions received and/or Amendments to the bid documents are:
QI. Page 100-9 Article 13 - Submission of Bids; Section 13.1 states that the envelope should state "BID #B08-05
for Construction of" . . . however this bid is actually bid # "B08-0 1 Lift Station #7" . . .. Is this section an error?
Please advise.
AI. Yes, this section is in error. The envelope should be marked, "BID #B08-0 I for Construction of Lift Station #7
and 16-inch Force Main."
Q2. Is Section 305 required to be submitted with/in the bid package? Page 100-10 that lists the documents to be
required does not list this section.
A2. Referring to Section 00100, Article 13.2, Section 00305 is not listed as a part of the bid submittal. Section
00305 will be requested of the apparent successful bidder with the Notice of Intent to Award, along with other
required documents.
Q3. Does form "Section 660 - pg 660-1 Indemnification Agreement have to be included in the bid package?
A3. Again referring to Section 00100, Article 13.2, Section 00660 is not listed as a part of'the bid submittal.
Section 00660 will be requested of the apparent successful bidder with the Notice of Intent to A ward, along with
other required documents.
Q4. Page 00300-3; Paragraph 5 of the Bid Form indicates a completion time of 270 calendar days. Page 00500-1;
Paragraph 3.1 - Contract Time indicates a completion time of 150 calendar days. Please advise which is accurate.
City of Ocoee . 150 N Lakeshore Drive. Ocoee, Florida 34761
phone: (407) 905-3100. fax: (407) 656-8504 . www.cLocoee.fl.us
A4. The correct contract time is that listed in Section 00300: two-hundred seventy (270) calendar days. The correct
amount of liquidated damages is also listed in Section 00300.
Q5. Page 00800-6; Article 5 Bonds and Insurance- Paragraph 2.g indicates an Excess or Umbrella Liability limit of
$ I 0,000,000. Page 00650-1 - Sample Certificate of Insurance reflects an Excess or Umbrella Liability limit of
$1,OOO,OOO/Each Occurrence and $2,000,000 Aggregate. Please advise which limit is accurate.
A5. Section 00650 has the correct insurance requirement: $1,000,000 each occurrence and $2,000,000 aggregate.
Q6. There are no electrical diagram plan sheets included with the bid set. Will any electrical plan sheets be made
available?
A6. No. The project is intended to use the existing lift station electrical cabinets, with the location of specific
components to be determined jointly with the contractor. The electrical plans shall be supplied by the contractor as
a shop drawing and through the submittal of as-built drawings, as appropriate. For example, Note 1 on Sheet 21
calls for the grounding disk to be located "per meter manufacturer's recommendations," which means this
information must be included in the shop drawings for the meter. Similarly, Note 4 on that sheet says the location
of the transmitter and recorded is to be determined in the field with City staff, which means this information needs
to appear on the as-built drawings. However, this information can be included on show drawings as a general
proposal.
Q7. There is no detail or line diagram showing the sizes of any disconnects or feeders. Please clarify.
A 7. This information is to be supplied in shop drawings prior to construction and confirmed on as-built drawings.
Q8. Is it to bc assumed that the meter and disconnects are to be located in the new pump control cabinet or are the
existing cabinet, control, panel and disconnects to be used with the new pumps? Please provide details.
A8. See notes on Sheet 21. This information is to be supplied in shop drawings prior to construction and confirmed
on as-built drawings. Please note that the required shop drawings go beyond merely providing product cut sheets.
Shop drawings will need to show the arrangement of and relationships between the parts they include. This is one
reason why Section 01050 Field Engineering is included in the Project Manual. The arrangement and function of
the various parts are also governed by other sections, such as 01730 Operating and Maintenance Data, where the
contractor will need to supply information regarding how the parts work to serve the intended functions and are to
be maintained. To meet this need, Section 01730 requires the contractor to employ competent technical writers and
drafting personnel.
Q9. Does the project call for the use ofa protective coating? If so, do we have to use Spectrashield?
A9. The Bid Documents call for base bid Item 56 to use SpectraShield coating for two manholes, and the Alternate
I bid Item 62 calls for fiberglass liners in those two manholes instead of the SpectraShield. SpectraShield will be
used if the base bid is accepted; fiberglass liners will be used if the Alternate 1 bid is accepted. Alternative
materials may be considered after the job is awarded if the alternative is acceptable to the City and would result in
savings to the City in excess of $1,000. To be considered, the alternative material would have to be shown on the
Substitution List in the Bid Form.
QI0. Will you allow the contractors to substitute 16" DR-25 Fusible PVCpipe in lieu of the HDPE?
Al O. No. Fusible PVC in lieu of HDPE will not be acceptable for use on this project.
Q 11. Request for more information on the panel for the pump package (pictures, dimensions etc).
B0801 LS #7 Addendum No.1
2
A 11. This information will not be supplied by the City. The bidder is responsible for doing the on-site
investigation. If the bidder needs access to the site, they can contact Utilities at 407-905-3100 Ext. 4002.
Q12. Would you please forward a copy of the City's Appendix A, approved list of materials?
A 12. Appendix A is included in the Project Manual. The title shows "Appendix A," although the pages are
numbered as if the document were Appendix B.
Q13. We would like to receive the Survey Sheets as directed on the cover sheet for the LS # 7 project.
A 13. The reference to "Survey Sheets w Available upon Request" is directed to the City of Ocoee, not to potential
bidders. The City does not have the survey sheets. They may be provided to the contractor.
Q14. In Article 12.1 of the specifications, it states that the bid form has 2 sections: Base Bid (Owner purchases and
install electrical equipment) and Alternate Bid (Contractor sllpplies and installs electrical equipment). Reviewing
the schedule of bid item sheets, it does not mention anything about electrical equipment in base bid or alternate bid.
Please clarify.
A14. This is a leftover from a previous application of this bid template. There is only a base bid, no alternate for
electrical. Disregard the reference to a Alternate Bid for electrical equipment installation. Note, however, that there
is an Alternate Bid in the Bid Form with regard to manhole surface protection. Note also that the Total Bid amount
to be shown is the sum of all Base Bid items.. The City will separately evaluate the proposed Alternate Bid item in
the course of deciding whether to use it in the project.
Q IS. What is the GPM flow rate presently for Lift Station #77 (Want to quote sufficient bypass pumping system for
diversion.)
A 15. The flow rate on the force main should be assumed to be the same as the rating of the pumps, which is given
in Section 11208 of the Project Manual.
Q 16. Please clarify where the bypass pumping of sewage flow around the lift station and feeder manholes will be
directed to during rehabilitation?
A 16. This is a decision to be made by the contractor. The intent is to provide a flow-free zone for lift station
rehabilitation. Manholes are located on the inflow and outflow pipelines to facilitate bypass pumping, as are other
connections.
Q17. I am asking for an exemption on the portion of the bid that asked for the air filled motor, to allow an oil filled
motor.
A 17. An exemption will not be granted during the bidding process; however, bidders are free to propose a
substitute product using the methods provided in the bid forms.
Q18. Will the owner supply a location for the Engineer office required by section 1590?
A 18. No. Given the limited amount of land provided by existing easements, the size ofthe trailer will impact its
location.
Q 19. Section 13217 - Is L.F. Manufacturing an approved supplier for the fiberglass wet well?
B080 1 LS #7 Addendum No. 1
3
J
A19. No approved manufacturer has been specified. The contractor is expected to supply and install a product that
conforms to any applicable specifications and serves the intended purpose with the required level of performance.
Q20. Sheet 6. A note states remove existing 8" vep (length not known).How do we determine how much length to
include in our bid?
A20. All the available information has been supplied in the bid documents.
Q21. Sheet 6. How long can the 10" force main be out of service while the 10" VCP is being replaced?
A21. It is our expectation that the force main flow wiII be pumped around the missing section of pipe between
manholes; however, the contractor is responsible for means and methods.
Q22. The note states remove all of existing 12" force main. Does the 12" force main end at approx sta 122+90 as
appears to be shown in the profile view?
A22. There is not a 12" FM in the profile at this station (Sta 1222+90). There is approximately II LF of 12" FM
that is being removed, along with the 16" x12" reducer, at approximately Sta 124+15.
Q23. Sheet 21. Please clarify which fittings are to be paid under the unit price items and which wiII come under the
pump station lump sum items.
A23. All fittings to be paidas unit pricing are specifically listed on the bid form. All other required materials
should be included in lump sum bid items.
Q24. Regarding the existing forcemain to be abandoned, is cut and capping acceptable or is grouting a requirement.
A24. The demolition instructions included on Sheet 17 and elsewhere are to be followed without exception for bid
preparation purposes.
Q25. If grouting is required will length of existing forcemains be supplied.
A25. All abandoned pipe sections where grouting is required are noted as to length of grouting.
Q26. Section 1030-1 requires contractor to pay for permits and fees, can the City supply information on what
permits are required and the cost of such permits.
A26. There is no cost for the required City construction permit, although there may be a $10.00 contractor
registration fee. The requirement and costs of other permits depends on construction methods used; normal DEP
and St. Johns River WMD requirements apply. . .
Q27. The existing power pole at lift station 7 appears to be in conflict with proposed tie in at the doghouse manhole
can the City make arrangements to have it relocated.
A27. The pole cannot be permanently relocated, as the overhead line must remain within the established easement
between the lift station and SR 50. A temporary accommodation may be possible, such as to relocate the
downguys. The contractor should work with the power company to devise a means of accommodation prior to
construction.
Q28. What is the preferred material to be used in the type C stabilized subgrade required at Richmond Ave. Section
914 in the FDOT spec book has several options.
B0801 LS #7 Addendum No.1
4
A28. The contractor is free to select a stabilization material/method within the limits established by the
specification.
Q29. What is the purpose of the "tangential" tee?
A29. The Tee assembly is intended as a possible future bypass connection.
Q30. A tangential outlet can be fabricated on to Ductile Iron Pipe, but the smallest tangential outlet diameter is 4".
Can the entire assembly be upsized to 4" or would reducing the assembly coming out of the outlet be acceptable?
A30. We understand that the smallest standard Tee fitting for 16-inch DIP is 4 inches. A complete 4-inch assembly
is permitted; i.e., no reducer is required.
Q31. Would an MJ Tee be allowed in lieu of the tangential outlet?
A31. Yes.
General Revisions:
1. Bid Form Chane:e: Base Bid Item 42 presently describes the use of a fiberglass-lined doghouse
manhole. Item 42 should instead read, "New 5'dia. doghouse fiberglass manhole, 16'-18' cut." This
fiberglass manhole is the Item described in Section 13215 of the Project Manual.
2. An alternative pipeline alignment mistakenly appears on Sheet 12; it should be ignored. The true
proposed alignment is consistent with that of Sheet 11.
3. "Clouds" highlighting changes to the plans from prior versions appear on several pages; the clouds
should be ignored.
rt,CPPB
Purchasing Agent
B0801 LS #7 Addendum No.1
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