Bid_Table_-_DEP_SRF_Pine_Ave._FM_Ext._-_Green_Cove_Springs.pdf
PDF 185 KB Posted
- Attached to
- SRF Pine Ave Force Main Extension
- Solicitation number
- 2026-3
- Issued by
- Clay County, Harold CDP, Florida
About this file
This is a Bid Form for Construction Contract, modified per EJCDC C-410 standards, for the City of Green Cove Springs' SRF Pine Avenue Force Main Extension project in Florida. The project encompasses construction of approximately 10,500 linear feet of 16-inch fusible PVC force main installed via directional drilling, Pump Station 2 collection system modifications, and decommissioning activities for the South Wastewater Treatment Facility. The bid form includes 18 base bid line items with estimated quantities, including mobilization/demobilization, general conditions, PVC force main installation (120 LF of 12-inch and 2,890 LF of 16-inch open cut sections), directionally drilled mains in FPVC (270 LF of 12-inch and 7,130 LF of 16-inch DR 18), ductile iron fittings, gate valves, connection work, air release valves, locate wire boxes, insert valves, soil removal and replacement, concrete encasement, pavement removal and replacement across multiple surface types, audiovisual documentation, grassing and sodding, utility locating and coordination, and a $100,000 allowance for South Wastewater Treatment Facility decommissioning.
The bid form establishes a unit price structure wherein bidders provide individual unit prices for each line item, with final payment based on actual quantities rather than estimated quantities. Alternate 1 provides an option for HDPE force main substitution, replacing the base bid's directionally drilled FPVC mains with 14-inch (270 LF, DR 11) and 18-inch (7,130 LF, DR 11) HDPE pipe, along with adjusted ductile iron fittings quantities (23,500 LBS versus 20,500 LBS in the base bid). Bidders must acknowledge that each unit price includes adequate overhead and profit and accept the project's liquidated damages provisions as outlined in the Agreement. The contract requires work to be substantially complete within the calendar days or by the date specified in the Agreement, with final payment subject to the General Conditions terms.
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Text version
Modified per CPH Consulting, LLC EJCDC® C-410, Bid Form for Construction Contract.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.
8905-34-3 00410-2 Bid Form
ARTICLE 3—ATTACHMENTS TO THIS BID
3.01 The following documents are submitted with and made a condition of this Bid:
A. Required Bid security;
B. If Bidder is a corporation, a partnership, or a joint venture, attach evidence of authority to sign;
ARTICLE 4—BASIS OF BID—LUMP SUM BID AND UNIT PRICES
4.01 Unit Price Bids
A. Bidder will perform the following Work at the indicated unit prices:
Item Description Est.
Qty Unit
Unit Price Amount
1 Mobilization/Demobilization (< 5%) 1 LS $ $
2 General Conditions 1 LS $ $
3 PVC Force Main (Open Cut) a 12-inch 120 LF $ $ b 16-inch 2,890 LF $ $
4 Directionally Drilled Mains – FPVC a 12-inch (DR 18) 270 LF $ $ b 16-inch (DR 18) 7,130 LF $ $
5 Ductile Iron Fittings 20,500 LBS $ $
6 Gate Valve and Box a 12-inch 2 EA $ $ b 16-inch 8 EA $ $
7 Connection to Existing Main a Coupling, Fitting, Existing Valve, etc. 2 EA $ $ b 12" Tapping Sleeve and Valve 2 EA $ $
8 Air Release Valves a 2" Automatic ARV Assembly 16 EA $ $
9 Locate Wire Boxes 13 EA $ $
10 InsertValves a 12" Ductile Iron Resilient Wedge 2 EA $ $
11 Removal and Replacement of Unsuitable Soils 500 CY $ $
Modified per CPH Consulting, LLC EJCDC® C-410, Bid Form for Construction Contract.
Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.
8905-34-3 00410-3 Bid Form
Item Description Est.
Qty Unit
Unit Price Amount
12 Concrete Encasement and Specials 150 CY $ $
13 Removal & Replacement of:
a Full-depth Asphalt Pavement (1.5” Asphalt/8” Limerock/12” Subgrade) 2,900 SY $ $ b Stabilized Driveway 410 SY $ $ c Concrete Driveway 250 SY $ $ d Asphalt Mill and Overlay (1”) 3,000 SY $ $ e Concrete Curb & Gutter 100 LF $ $
14 Audiovisual Documentation 1 LS $ $
15 Grassing a Sodding 3,000 SY $ $
16 Utility Locating & Coordination 1 LS $ $
17 Pump Station 2 Collection System Improvements 1 LS $ $
18 SWWTF Decommissioning Allowance 1 LS $100,000 $100,000
BASE BID TOTAL $
ALTERNATE 1 – HDPE FORCE MAIN
4 Directionally Drilled Mains – HDPE a 14-inch (DR 11) 270 LF $ $ b 18-inch (DR 11) 7,130 LF $ $
5 DI Fittings 23,500 LBS $ $
The City will review and utilize the above line-item pricing at their sole discretion. The above pricing would replace the denoted Base Bid line item pricing.
A. Bidder acknowledges that:
1. each Bid Unit Price includes an amount considered by Bidder to be adequate to cover Contractor’s overhead and profit for each separately identified item, and
2. estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Work will be based on actual quantities, determined as provided in the Contract Documents.
ARTICLE 7—TIME OF COMPLETION
7.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.
7.02 Bidder accepts the provisions of the Agreement as to liquidated damages.
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