Exhibit_C,_Bid_Price_Sheet_NRCS_Hurricane_Milton_26-B-01JS_(MUST_COMPLTE_AND_SUBMIT)_.xls
XLS spreadsheet 52 KB Posted
- Solicitation number
- 26-B-01JS
- Issued by
- Volusia County, Florida
About this file
This document is a Bid Price Sheet for the Volusia County, Florida Department of Public Works, Road & Bridge Division, soliciting bids for open channel debris removal and bank stabilization related to damages caused by Hurricane Milton. The invitation to bid (ITB No. 26-B-01JS) covers three specific project locations: Open Channel A-10 and Bridge #794072 over Groover Creek, Open Channel B-19 in Port Orange (Sweetwater Creek), and Open Channel C-36 in New Smyrna Beach (Samsula Canal). The bid includes line items for mobilization, maintenance of traffic, debris and sediment removal, riprap ditch lining, filter fabric installation, bedding stone placement, performance turf, and vegetative restoration measures across these sites.
The bid price sheet provides detailed quantities for each location, with estimated quantities for items such as rock rubble (900 tons for A-10, 250 tons for B-19), filter fabric (2,000 square yards for A-10, 556 square yards for B-19), and performance turf (500 square yards for A-10, 139 square yards for B-19). The contractor is responsible for all labor, materials, equipment, tools, transportation, services, and permitting necessary to complete the work. Currently, all unit prices are marked as zero, indicating this is a template for bidders to fill in their proposed pricing. The solicitation seeks a single responsive and responsible bidder to provide a complete solution for addressing hurricane-related damage to these open channel and bank areas.
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Text version
Sheet1
| ITB No. 26-B-01JS | ||||||
| Open Channel Debris Removal and Bank Stabilization Related to Damages Caused by Hurricane Milton | ||||||
| Bid Price Sheet | ||||||
| LINE ITEM | FDOT ITEM NUMBER | ITEM DESCRIPTION | UNIT | ESTIMATED QUANTITY | UNIT PRICE | TOTAL |
| Open Channel A-10 & Bridge #794072 over Groover Creek Box Culvert: SEDIMENT AND DEBRIS REMOVAL AND BANK STABILIZATION | ||||||
| 1 | 101 | Mobilization | LS | 1 | $ - 0 | |
| 2 | 102 | Maintenance of Traffic | LS | 1 | $ - 0 | |
| 3 | 110, 400 | Debris/Obstruction/Tree Removal, Hauling, & Disposal | LS | 1 | $ - 0 | |
| 4 | 530 | Riprap Ditch Lining - Rock Rubble | TN | 900 | $ - 0 | |
| 5 | 514, 985 | Filter Fabric - Type D-2 Geotextile | SY | 2000 | $ - 0 | |
| 6 | 530 | Bedding Stone #57 - Beneath Riprap | TN | 450 | $ - 0 | |
| 7 | 570 | Performance Turf - Bahia Sod | SY | 500 | $ - 0 | |
| 8 | 981,982, 983 | Vegetative Restoration Measures | SY | 300 | $ - 0 | |
| 9 | Sediment Removal, Hauling, & Disposal | CY | 300 | $ - 0 | ||
| SUBTOTAL for Open Channel A-10 and Bridge #794072 | $ - 0 | |||||
| Open Channel B-19 in Port Orange (Sweetwater Creek): BANK STABILIZATION | ||||||
| 1 | 101 | Mobilization | LS | 1 | $ - 0 | |
| 2 | 102 | Maintenance of Traffic | LS | 1 | $ - 0 | |
| 3 | 110, 400 | Debris Removal, Hauling, & Disposal | LS | 1 | $ - 0 | |
| 4 | 530 | Riprap Ditch Lining - Rock Rubble | TN | 250 | $ - 0 | |
| 5 | 514, 985 | Filter Fabric - Type D-2 Geotextile | SY | 556 | $ - 0 | |
| 6 | 530 | Bedding Stone #57 - Beneath Riprap | TN | 125 | $ - 0 | |
| 7 | 570 | Performance Turf - Bahia Sod | SY | 139 | $ - 0 | |
| 8 | 981,982, 983 | Vegetative Restoration Measures | SY | 100 | $ - 0 | |
| SUBTOTAL for Open Channel B-19 | $ - 0 | |||||
| Open Channel C-36 in New Smyrna Beach (Samsula Canal): DEBRIS REMOVAL | ||||||
| 1 | 101 | Mobilization | LS | 1 | $ - 0 | |
| 2 | 102 | Maintenance of Traffic | LS | 1 | $ - 0 | |
| 3 | 110, 400 | Debris Removal, Hauling, & Disposal | LS | 1 | $ - 0 | |
| 4 | 981,982, 983 | Vegetative Restoration Measures | SY | 200 | $ - 0 | |
| SUBTOTAL for Open Channel C-36 | $ - 0 | |||||
| Total Base Bid for All Project Locations: | $ - 0 | |||||
| Performance and Payment Bond: | $ - 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. |
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