Exhibit_C,_Bid_Price_Sheet,_26-B-28SR_(SUBMIT_WITH_YOUR_BID).xls

XLS spreadsheet 41 KB Posted

Attached to
Taylor Road Bridge Rehabilitation (Bridge #794009 over Spruce Creek)
Solicitation number
26-B-28SR
Issued by
Volusia County, Florida

About this file

This is a Bid Price Sheet for the County of Volusia, Department of Public Works, Road & Bridge Division in Florida for the Taylor Road Bridge Rehabilitation project (Bridge No. 794009 over Spruce Creek) in Port Orange. The project involves the fabrication and installation of a crutch bent to remove weight restriction posting, including traffic control, functional checks, operation and maintenance manuals, and as-built surveys and drawings. The scope of work encompasses 21 line items covering mobilization, maintenance of traffic, environmental controls, structural inspection, site clearing, excavation, concrete and steel work, pile installation and testing, riprap placement, and erosion control measures. Estimated quantities include 90 ED of maintenance of traffic, 229 LF of floating turbidity barrier, 148 CY of channel excavation, 14 CY of concrete for bridge substructure, 210 LF of steel piling (HP 14X102), 32,204 LB of structural steel, and 157 TN of riprap-rubble.

All bidders must submit pricing for every line item to be considered responsive. Unit prices and total bid amounts are to be provided by the contractor, with the final bid inclusive of a performance and payment bond. The contractor assumes full responsibility for accurately estimating all materials, equipment, labor, and services required for project completion. The bid price sheet notes that all listed quantities are provided for contractor convenience only and are not guaranteed to be complete.

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File Type Posted
Taylor_Road_Bridge_Rehabilitation_(Bridge_#794009_over_Spruce_Creek).pdf PDF
Exhibit_H,_SJWRMD_Permit,_26-B-28SR.pdf PDF
Exhibit_G,_ACOE_VerificationLetter,_26-B-28SR.pdf PDF
Exhibit_F,_General_Notes_Supplement,_26-B-28SR.pdf PDF
Exhibit_E,_Construction_Plans,_26-B-28SR.pdf PDF
Exhibit_D,_Payment_and_Performance_Bond,_26-B-28SR.pdf PDF
Exhibit_C,_Required_Bid_Documents,_26-B-28SR_(SUBMIT_WITH_YOUR_BID).pdf PDF
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Exhibit_B,_Special_Conditions,_26-B-28SR.pdf PDF
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C2062,_Construction_Contract,_26-B-28SR_(REVIEW).pdf PDF
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6.ACOE_Taylor_Rd_Bridge_20250930_NWP_Verification_Letter_SAJ-2025-02491.pdf PDF
4.Construction_Plans_Taylor_Rd_Bridge_No._794009_Submittal_2025_11_04.pdf PDF
3.General_Notes_Supplement_Taylor_Rd_Bridge_No_794009.pdf PDF
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5.Bid_Price_Sheet_Taylor_Rd_Bridge_794009_Rehab.xls XLS spreadsheet
2.Scope_of_Work_and_General_Notes_Taylor_Rd_Bridge_No_794009.pdf PDF
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Text version

Sheet1 Contract No. C2062 ITB No. 26-B-28SR

Taylor Road Bridge Rehabilitation (Bridge No. 794009 over Spruce Creek)
BID PRICE SHEET
LINE ITEMFDOT ITEM NUMBERITEM DESCRIPTIONUNITESTIMATED QUANTITYUNIT PRICETOTAL
10101- 1-MOBILIZATIONLS1$ - 0$ - 0
20102- 1-MAINTENANCE OF TRAFFICED90$ - 0$ - 0
3104-11FLOATING TURBIDITY BARRIERLF229$ - 0$ - 0
4108-1MONITOR EXISTING STRUCTURES - INSPECTION AND SETTLEMENTEA1$ - 0$ - 0
5110-1-1CLEARING & GRUBBINGAC0.03$ - 0$ - 0
6120-5CHANNEL EXCAVATIONCY148$ - 0$ - 0
7400-4-5CONCRETE CLASS IV, BRIDGE SUBSTRUCTURECY14$ - 0$ - 0
8400-147COMPOSITE NEOPRENE PADSCF0.7$ - 0$ - 0
9400-153NON-SHRINK GROUT - MISCELLANEOUSCF2$ - 0$ - 0
10415-1-5REINFORCING STEEL - BRIDGE SUBSTRUCTURELB2405$ - 0$ - 0
11455-20-1PILE INSPECTION, DRIVEN PILEEA6$ - 0$ - 0
12455-35STEEL PILING, HP 14X102LF210$ - 0$ - 0
13455-115PILE REDRIVEEA2$ - 0$ - 0
14455-137LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSISEA6$ - 0$ - 0
15455-137-2LOAD TEST (DYNAMIC), VERIFICATION TESTEA2$ - 0$ - 0
16455-144-7TEST PILES - STEEL, HP 14X102LF100$ - 0$ - 0
17460-2-20STRUCTURAL STEEL - WEATHERINGLB32204$ - 0$ - 0
18506-2BRIDGE DRAIN PIPELF6$ - 0$ - 0
19530-3-4RIPRAP-RUBBLE, DITCH AND LININGTN157$ - 0$ - 0
20530-74BEDDING STONETN56$ - 0$ - 0
21920-530FILTER POINT FABRIC FORMED MATSY248$ - 0$ - 0
Base Bid$ - 0
PERFORMANCE AND PAYMENT BOND
TOTAL BID (INCLUSIVE OF PERFORMANCE AND PAYMENT BOND):$ - 0
Notes: All quantities are given for the convenience of the Contractor and are not guaranteed to be complete. The Contractor shall assume all responsibility for estimating the size, kind, and quantity of materials and equipment included in work to be done under the terms of the Contract.

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