5.Bid_Price_Sheet_Taylor_Rd_Bridge_794009_Rehab.xls
XLS spreadsheet 38 KB Posted
- Solicitation number
- 26-B-28SR
- Issued by
- Volusia County, Florida
About this file
This is a Bid Price Sheet for a bridge rehabilitation project issued by the County of Volusia, Department of Public Works, Road & Bridge Division in Florida. The project involves the rehabilitation of Taylor Road Bridge (Bridge No. 794009) spanning Spruce Creek in Port Orange, Florida. The scope of work includes fabrication and installation of a crutch bent structure to remove weight restriction posting on the bridge. The project encompasses 22 line items covering mobilization, maintenance of traffic, environmental protection (floating turbidity barriers), structural inspection and monitoring, site clearing, channel excavation, concrete and steel work for bridge substructure, pile installation and testing, structural steel components, drainage systems, riprap and bedding materials, and filter fabric installation. The contractor is responsible for all permitting, labor, materials, equipment, tools, transportation, traffic control, functional checks, operation and maintenance manuals, and as-built documentation necessary to complete the work as specified in the contract documents.
The bid price sheet presents estimated quantities for each line item but contains no populated unit prices or total costs, indicating this is a blank template for bidder completion. All quantities are noted as provided for contractor convenience and are not guaranteed to be complete, requiring bidders to conduct their own estimating and assume full responsibility for sizing, quantity determination, and material specifications. Bidders must submit bids on all items to be considered responsive and are required to include performance and payment bonds as a contract requirement. The contractor must provide a complete, turnkey project with all associated services, removals, and disposals necessary for installation of the fabric-formed concrete revetment and bridge improvements.
View the file
Other files
Show all 21
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Sheet1
| ITB No. ______ | ||||||
| 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 |
| 22 | PERFORMANCE AND PAYMENT BOND | LS | 1 | $ - 0 | $ - 0 | |
| TOTAL LUMP SUM BID: | $ - 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. |
&C&"Arial,Bold"&14 &L&"Times New Roman,Regular"&11&F&C&"Times New Roman,Regular"&11______ - &P
File details come from the government source that posted it. Updated .