ITB-25-32 Bid Form - FINAL.xlsx
XLSX spreadsheet 32 KB Posted
- Solicitation number
- ITB-13214
- Issued by
- Polk County, Woodlawn Beach CDP, Florida
About this file
The document is a Bid Form (ITB-25-32) for the City of Winter Haven, Florida, detailing a utility extension project for the Winter Haven Administration Facility. The base bid involves constructing a 12" diameter PVC potable watermain system using open cut methods, a 2" diameter sanitary force main using horizontal directional drilling (HDD), and two 2" diameter underground fiber optic conduits using HDD. The bid includes comprehensive sections for general work, site work, sanitary sewer force main system, potable water system, and underground fiber optic system, with detailed itemization of components, quantities, and potential installations.
The bid form provides an alternate bid structure with additive and deductive bid items, allowing for potential variations in project scope, such as upgrading to a 14" diameter HDPE watermain system or modifying installation methods. The pricing mechanism is based on unit prices, which will be used for reviewing pay requests, making adjustments, and comparing costs between bidders. The document emphasizes that all unit prices must cover comprehensive costs including survey, materials, labor, testing, trenching, and dewatering to ensure a fully functional system. Bidders are required to independently assess plans and measurements, with any proposed deviations needing written submission and approval during the bidding Q&A period.
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| File | Type | Posted |
|---|---|---|
| ITB-25-32 Utility Extensions Admin Facility.pdf |
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Text version
Bid Form Draft 5 (250618)
| Date 6/18/2025 | |
| BID FORM | |
| Project: Utility Extensions to Winter Haven Administration Facility |
BASE BID: Generalized: Construct a 12" diameter PVC C900 potable watermain system by Open Cut; 2" diameter sanitary force main by HDD; and (2)-2" diameter underground fiber optic (UFO) conduits system by HDD. See Construction Plans for additional requirements to be included below
A. GENERAL:
Item No. Item Description Quantity Unit Unit Price Subtotal
| 1 | Mobilization, Demobilization, Toilet | LS | $ - 0 | $ - |
| 2 | Demolition, Removal, Disposal | LS | $ - 0 | $ - |
| 3 | Layout | LS | $ - 0 | $ - |
| 4 | As Built Surveys | LS | $ - 0 | $ - |
| 5 | Maintenance of Traffic (M.O.T. / T.T.C.) | LS | $ - 0 | $ - |
| 6 | NPDES | LS | $ - 0 | $ - |
| 7 | Geotechnical Testing and Engineering | LS | $ - 0 | $ - |
| 8 | Payment and Performance Bond | LS | $ - 0 | $ - |
Sub-Total $ -
B. Site Work
Item No. Item Description Quantity Unit Unit Price Subtotal
| 1 | Erosion and Sedimentation Control | LS | $ - 0 | $ - |
| 2 | Clear and Grub | LS | $ - 0 | $ - |
| 3 | Temporary Driveways | SF | $ - 0 | $ - |
| 4 | Ashpalt and Base Repair | SF | $ - 0 | $ - |
| 5 | Concrete Driveway Repair, 6" Thk. | SF | $ - 0 | $ - |
Sub-Total $ -
C. SANITARY SEWER FORCE MAIN SYSTEM:
Item No. Item Description Quantity Unit Unit Price Subtotal
| 1 | Force Main, 2" HDPE, DR11, Directional Bore | LF | $ - | $ - |
| 2 | Elbow, 2" - 22.5 Degrees | EA | $ - 0 | $ - |
| 3 | Elbow, 2"- 45 Degrees | EA | $ - 0 | $ - |
| 4 | Elbow, 2" - 90 Degrees | EA | $ - 0 | $ - |
| 5 | Curb Stop, 2", w/ Valve Box & Lid. | EA | $ - 0 | $ - |
| 6 | Cap, 2" | EA | $ - 0 | $ - |
| 7 | Tie to Existing Manhole. | LS | $ - | $ - |
| 8 | Line Existing Manhole. | LS | $ - 0 | $ - |
| 9 | Pressure Test | LS | $ - 0 | $ - |
| 10 | Air Test, Exfiltration/Infiltration - Existing MH | LS | $ - 0 | $ - |
| 11 | Tree Root Barrier ("Deep Root"). | LF | $ - 0 | $ - |
| 12 | Sod | SF | $ - 0 | $ - |
Sub-Total $ -
D. POTABLE WATER SYSTEM
Item No. Item Description Quantity Unit Unit Price Subtotal
| 1 | Watermain, 12" PVC, C900, DR 18, By Open Cut. | LF | $ - 0 | $ - | |
| 2 | Watermain, 10" HDPE, DR 11, By Directional Bore. | LF | $ - 0 | $ - | |
| 3 | Watermain, 8" PVC, C900, DR 18, Open Cut | LF | $ - 0 | $ - | |
| 4 | 2" Double Service Assembly per Detail W/R 101, Incl. 12"x2" Tapping Saddle; 2" Poly Pipe, 2"x1" Wye Branch; 2" Curb Stops w/ Valve Box & Lid; 1" Poly Pipe; and 1" Curb Stop. (Meter Box to be furnished by City). | AS | $ - 0 | $ - | |
| 5 | Fire Hydrant Assembly | AS | $ - 0 | $ - | |
| 6 | Elbow, 12"Ø - 22.5 Degrees. | EA | $ - 0 | $ - | |
| 7 | Gate Valve, 12"Ø, w/ Valve Box & Lid. | EA | $ - 0 | $ - | |
| 8 | Gate Valve, 10"Ø, w/ Valve Box & Lid. | EA | $ - 0 | $ - | |
| 9 | Gate Valve, 8"Ø, w/ Valve Box & Lid. | EA | $ - 0 | $ - | |
| Date 6/18/2025 | |||||
| BID FORM | |||||
| Project: Utilities Extensions to Winter Haven Administration Facility | |||||
| D. POTABLE WATER SYSTEM (continued) |
Item No. Item Description Quantity Unit Unit Price Subtotal
| 10 | Connect to Existing 12" Line | LS | $ - 0 | $ - |
| 11 | Tapping Sleeve, 8"x8", JCM 432, Full Circumferential. | EA | $ - 0 | $ - |
| 12 | Tee, 12"x10" | EA | $ - 0 | $ - |
| 13 | Reducer, 12"x8" | EA | $ - 0 | $ - |
| 14 | Cap, 10". | EA | $ - 0 | $ - |
| 15 | Sample Point Assembly | AS | $ - 0 | $ - |
| 16 | Flushing, Pigging, Pressure Test, Bacteriological Testings. | LS | $ - 0 | $ - |
| 17 | Temporary Water Jumper Assembly | AS | $ - 0 | $ - |
| 18 | Tree Root Barrier, 48" Depth ("Deep Root"). | LF | $ - 0 | $ - |
| 19 | Sod | SF | $ - 0 | $ - |
Sub-Total $ -
E. UNDERGROUND FIBER OPTIC (UFO) SYSTEM:
Item No. Item Description Quantity Unit Unit Price Subtotal
| 1 | Underground Fiber Optic Conduits (U.F.O.), 2" HDPE, SDR 11, Orange w/ Pull and Tracer Wires, Directional Bore. Install all necessary fittings and appurtenances | LF | $ - 0 | $ - |
| 2 | Pull Box, 24"x36", Quazite Polymer Concrete Box. Tier 22. | EA | $ - 0 | $ - |
| 3 | Tree Root Barrier, 48" Depth ("Deep Root"). | LF | $ - 0 | $ - |
| 4 | Cap, 2" | EA | $ - 0 | $ - |
| 5 | Sod | SF | $ - 0 | $ - |
Sub-Total $ -
BASE BID TOTAL: (Add Sub- Totals for A, B, C, D, and E) $ -
| Date 6/18/2025 | |
| BID FORM | |
| Project: Utilities Extensions to Winter Haven Administration Facility |
ALTERNATE BID: Base Bid Total plus Additive Bidtotal price and less Deductive Bid total price.
| ADDITIVE BID ITEMS: The following additive items are necessary to construct a 14" diameter HDPE potable watermain system by | |||||
| horizontal directional drill (HDD); 2" diameter sanitary force main system by HDD; and 2-2" diameter | |||||
| underground fiber optic conduits system by HDD. | |||||
| Item No. | Item Description | Quantity | Unit | Unit Price | Subtotal |
| A-D1 | Watermain, 14"Ø, HDPE, C906, DR 11, Solid Blue for Potable Water - by HDD | LF | $ - 0 | $ - | |
| A-D4 | 2" Double Service Assembly per Detail W/R 101, Incl. 14"x2" Tapping Saddle; 2" Poly Pipe, 2"x1" Wye Branch; 2" Curb Stops w/ Valve Box & Lid; 1" Poly Pipe; and 1" Curb Stop. (Meter Box to be furnished by City). | AS | $ - 0 | $ - | |
| A-D5 | Fire Hydrant Assembly (Per City Detail) (Note: Incl. connecting 14"X6" Tee) | AS | $ - 0 | $ - | |
| A-D6 | Elbow, 14" DIP; 22.5° MJ | EA | $ - 0 | $ - | |
| A-D7 | Gate Valve, 14"Ø, DIP MJ, with Valve Box & Lid. | EA | $ - 0 | $ - | |
| A-D12 | Tee, 14"x10", DIP MJ | EA | $ - 0 | $ - | |
| A-D13 | Reducer, 14"x 8", DIP MJ | EA | $ - 0 | $ - | |
| A-D24 | Performance Turf/Sod all disturbed areas . | SY | $ - 0 | $ - | |
| A-E1 | U.F.O. Conduits, 2" Diam., HDPE, SDR 11, Orange; With Pull and Tracer Wires- By Open Cut. | LF | $ - 0 | $ - | |
| A-E5 | Performance Turf/Sod all disturbed areas . | SY | $ - 0 | $ - |
ADDITIVE BID TOTAL: $ -
DEDUCTIVE BID ITEMS:
| Item No. | Item Description | Quantity | Unit | Unit Price | Subtotal |
| D-D1 | Watermain, 12"Ø, PVC C900, DR 18, Solid Blue for Potable Water - by Open Cut. | LF | $ - 0 | $ - | |
| D-D4 | 2" Double Service Assembly per Detail W/R 101, Incl. 12"x2" Tapping Saddle; 2" Poly Pipe, 2"x1" Wye Branch; 2" Curb Stops w/ Valve Box & Lid; 1" Poly Pipe; and 1" Curb Stops. (Meter Box to be furnished by City). | AS | $ - 0 | $ - | |
| D-D5 | Fire Hydrant Assembly (Per City Detail) (Note: Incl. connecting 12"X6" Tee) | AS | $ - 0 | $ - | |
| D-D6 | Elbow, 12" DIP; 22.5 º MJ | EA | $ - 0 | $ - | |
| D-D7 | Gate Valve, 12"Ø, DIP, MJ, with Valve Box & Lid. | EA | $ - 0 | $ - | |
| D-D12 | Tee, 12"x10", MJ, DIP | EA | $ - 0 | $ - | |
| D-D13 | Reducer, 12"x 8", MJ, DIP. | EA | $ - 0 | $ - | |
| D-D24 | Performance Turf/Sod all disturbed areas . | SY | $ - 0 | $ - | |
| D-E1 | UFO Conduits, 2" Diam., HDPE, SDR 11, Orange; With Pull and Tracer Wires- By HDD. | LF | $ - 0 | $ - | |
| D-E5 | Performance Turf/Sod all disturbed areas . | SY | $ - 0 | $ - |
DEDUCTIVE BID TOTAL: $ -
ALTERNATE BID TOTAL (= BASE BID TOTAL + ADDITIVE BID TOTAL - DEDUCTIVE BID TOTAL): $ -
Notes: Restrain all fittings and joints as required by the City of Winter Haven per City Specifications and Details.
\\howard\Procurement\Bids - OPEN\ITB-25-32 Utility Extensions to the WH Water Admin Facility\[ITB-25-32 Bid Form - FINAL.xlsx]Bid Form Draft 5 (250618)
&P of &N
The unit prices noted on this form will be used as a basis for reviewing pay requests and making adjustments. This project will be constructed under a lump sum arrangement, except as otherwise defined in the bid/contract documents approved in writing by the Owner and Engineer of Record (EOR).
The unit prices noted on this form will be utilized for comparing costs between bidders, reviewing pay requests, and making adjustments in the contract amounts should the Scope of Work in the bid/contract documents change by a work directive. Bidders are directed to independently assess the plans with measurements, and are to review all the construction plan requirements. Any deviations to the Bid Form, such as Item Descriptions, quantities, units, or added/removed bid items, must be clearly identified and submitted in writing to the City of Winter Haven during the bidding Q&A period for review and approval. This ensures any approved changes can be clarified by addendum. Unapproved changes submitted with the bid may result in rejection of the bid as non-responsive.
Bidders are encouraged to provide additional bid items on the bid form to offer more clarity and competitive unit prices. All unit prices must cover costs including survey, materials, labor, testing, trenching, dewatering, and all else necessary to complete the work item and provide a fully functional system. If applicable earthwork compaction and other correction factors must be included in the work Descriptions column.
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