Attachment A - Bid Schedule.xlsx
XLSX spreadsheet 14 KB Posted
- Solicitation number
- B25-14
- Issued by
- Colorado
About this file
The file is a Bid Schedule (Attachment A) for a Colorado state and local contract opportunity involving the replacement of Bridge No. LR45-E-0.2-S287 over Dale Creek, located near the Virginia Dale community. The project, identified as Project No. 6018 and Bid No. B25-14, is scheduled for bid on July 3, 2025, and encompasses the demolition and replacement of an existing creek structure with a three-cell concrete box culvert. The bid schedule includes 43 line items covering a comprehensive range of construction activities such as clearing and grubbing, excavation, structure removal, erosion control, concrete work, fencing, traffic control, and miscellaneous site preparations, with quantities specified for each item.
The bid schedule indicates a total project budget of $50,000 for force account minor contract revisions, though individual line item pricing is not completed in this document. The project involves significant civil engineering work, including 755 linear feet of fence removal, 750 cubic yards of borrow material, 808 cubic yards of structure excavation, and installation of concrete box culverts (66 linear feet of 7x17 foot and 33 linear feet of 9x20 foot). Additional scope includes erosion control measures, dewatering, riprap placement, fencing, traffic management, and site surveying. The project appears to be funded through local transportation infrastructure resources, with a focus on replacing an existing bridge structure while maintaining comprehensive environmental and construction standards.
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Text version
Sheet1
| REF | ||
| NO. | CONT | |
| ITEM | CONTRACT ITEM | APPROX. |
| QUAN. | UNITS | UNIT PRICE |
| (2 decimals only) | EXTENDED |
AMOUNT
| 1 | 201 | Clearing and Grubbing | 1 | L S | $ - 0 | |
| 2 | 202 | Removal of Structure | 1 | EACH | $ - 0 | |
| 3 | 202 | Removal of Fence | 755 | LF | $ - 0 | |
| 4 | 203 | Unsuitable Material (Complete In Place) | 75 | TON | $ - 0 | |
| 5 | 203 | Borrow (R>=40) (Complete In Place) | 750 | CY | $ - 0 | |
| 6 | 203 | Rock Excavation | 100 | CY | $ - 0 | |
| 7 | 204 | Haul & Displose (Complete in Place) | 1,000 | CY | $ - 0 | |
| 8 | 206 | Structure Excavation (Complete In Place) | 808 | CY | $ - 0 | |
| 9 | 206 | Structure Backfill (Special) | 790 | CY | $ - 0 | |
| 10 | 207 | Topsoil | 350 | CY | $ - 0 | |
| 11 | 207 | Stockpile Topsoil | 350 | CY | $ - 0 | |
| 12 | 207 | Wetland Topsoil | 50 | CY | $ - 0 | |
| 13 | 207 | Stockpile Wetland Topsoil | 50 | CY | $ - 0 | |
| 14 | 208 | Concrete Washout Structure | 1 | EACH | $ - 0 | |
| 15 | 208 | Vehicle Tracking Pad | 1 | EACH | $ - 0 | |
| 16 | 208 | Erosion Control Supervisor | 20 | DAY | $ - 0 | |
| 17 | 208 | Erosion Log (12 Inch) (Weed Free) | 743 | LF | $ - 0 | |
| 18 | 211 | Dewatering | 1 | L S | $ - 0 | |
| 19 | 304 | Aggregate Base Course (Class 5) | 1,100 | TON | $ - 0 | |
| 20 | 420 | Geotextile (Separator) (Class A) | 220 | SY | $ - 0 | |
| 21 | 506 | Riprap (12 Inch) | 575 | CY | $ - 0 | |
| 22 | 515 | Waterproofing (Membrane) | 250 | SY | $ - 0 | |
| 23 | 515 | Concrete Sealer | 60 | SY | $ - 0 | |
| 24 | 601 | Concrete Class D (Wall) | 55 | CY | $ - 0 | |
| 25 | 602 | Reinforcing Steel (Epoxy) | 6,830 | LB | $ - 0 | |
| 26 | 603 | 7x17 Foot Concrete Box Culvert (Precast) | 66 | LF | $ - 0 | |
| 27 | 603 | 9x20 Foot Concrete Box Culvert (Precast) | 33 | LF | $ - 0 | |
| 28 | 607 | End Post (Wood) | 20 | EACH | $ - 0 | |
| 29 | 607 | Fence Barbed Wire with Metal Posts | 865 | LF | $ - 0 | |
| 30 | 607 | Fence (Plastic) | 400 | LF | $ - 0 | |
| 31 | 607 | Fence (Special) | 190 | LF | $ - 0 | |
| 32 | 607 | 16 Foot Gate (Metal) | 1 | EACH | $ - 0 | |
| 33 | 612 | Delineator (Type I) | 4 | EACH | $ - 0 | |
| 34 | 620 | Field Office (Class 1) | 1 | EACH | $ - 0 | |
| 35 | 620 | Sanitary Facility | 2 | EACH | $ - 0 | |
| 36 | 625 | Construction Surveying | 1 | L S | $ - 0 | |
| 37 | 626 | Mobilization | 1 | L S | $ - 0 | |
| 38 | 630 | Flagging | 120 | HOUR | $ - 0 | |
| 39 | 630 | Construction Traffic Control | 1 | L S | $ - 0 | |
| 40 | 630 | Traffic Control Inspection | 20 | DAY | $ - 0 | |
| 41 | 630 | Traffic Control Management | 20 | DAY | $ - 0 | |
| 42 | 630 | Portable Message Panel | 14 | DAY | $ - 0 | |
| 43 | 700 | Force Account - Minor Contract Revisions | 1 | F A | $ 50,000.00 | $ 50,000.00 |
| Contractor's Name | ||
| TOTAL…… | $ 50,000.00 | |
| (Please Print) |
Project No. 6018 Replacemetn of Bridge No.
LR45-E-0.2-S287 Over Dale Creek &"Arial,Bold"&12BID SCHEDULE
BID No. B25-14 Page &P Date: July 3, 2025 Revision Date: ___________
File details come from the government source that posted it. Updated .