Exhibit_C,_Bid_Price_Sheet,_26-B-28SR_(SUBMIT_WITH_YOUR_BID).xls
XLS spreadsheet 41 KB Posted
- 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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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 ITEM | FDOT ITEM NUMBER | ITEM DESCRIPTION | UNIT | ESTIMATED QUANTITY | UNIT PRICE | TOTAL |
| 1 | 0101- 1- | MOBILIZATION | LS | 1 | $ - 0 | $ - 0 |
| 2 | 0102- 1- | MAINTENANCE OF TRAFFIC | ED | 90 | $ - 0 | $ - 0 |
| 3 | 104-11 | FLOATING TURBIDITY BARRIER | LF | 229 | $ - 0 | $ - 0 |
| 4 | 108-1 | MONITOR EXISTING STRUCTURES - INSPECTION AND SETTLEMENT | EA | 1 | $ - 0 | $ - 0 |
| 5 | 110-1-1 | CLEARING & GRUBBING | AC | 0.03 | $ - 0 | $ - 0 |
| 6 | 120-5 | CHANNEL EXCAVATION | CY | 148 | $ - 0 | $ - 0 |
| 7 | 400-4-5 | CONCRETE CLASS IV, BRIDGE SUBSTRUCTURE | CY | 14 | $ - 0 | $ - 0 |
| 8 | 400-147 | COMPOSITE NEOPRENE PADS | CF | 0.7 | $ - 0 | $ - 0 |
| 9 | 400-153 | NON-SHRINK GROUT - MISCELLANEOUS | CF | 2 | $ - 0 | $ - 0 |
| 10 | 415-1-5 | REINFORCING STEEL - BRIDGE SUBSTRUCTURE | LB | 2405 | $ - 0 | $ - 0 |
| 11 | 455-20-1 | PILE INSPECTION, DRIVEN PILE | EA | 6 | $ - 0 | $ - 0 |
| 12 | 455-35 | STEEL PILING, HP 14X102 | LF | 210 | $ - 0 | $ - 0 |
| 13 | 455-115 | PILE REDRIVE | EA | 2 | $ - 0 | $ - 0 |
| 14 | 455-137 | LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS | EA | 6 | $ - 0 | $ - 0 |
| 15 | 455-137-2 | LOAD TEST (DYNAMIC), VERIFICATION TEST | EA | 2 | $ - 0 | $ - 0 |
| 16 | 455-144-7 | TEST PILES - STEEL, HP 14X102 | LF | 100 | $ - 0 | $ - 0 |
| 17 | 460-2-20 | STRUCTURAL STEEL - WEATHERING | LB | 32204 | $ - 0 | $ - 0 |
| 18 | 506-2 | BRIDGE DRAIN PIPE | LF | 6 | $ - 0 | $ - 0 |
| 19 | 530-3-4 | RIPRAP-RUBBLE, DITCH AND LINING | TN | 157 | $ - 0 | $ - 0 |
| 20 | 530-74 | BEDDING STONE | TN | 56 | $ - 0 | $ - 0 |
| 21 | 920-530 | FILTER POINT FABRIC FORMED MAT | SY | 248 | $ - 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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