4 - Bid Sheet - VICKSBURG LN 8-12-2025.xlsx
XLSX spreadsheet 18 KB Posted
- Attached to
- 2025 Gypsum Street Renovations - Vicksburg
- Solicitation number
- 25-03
- Issued by
- Gilpin County, Colorado
About this file
This is a bid sheet for the 2025 Gypsum Street Renovations project in Vicksburg, Colorado, prepared by the local Community Development department. The project involves comprehensive street and infrastructure improvements, including milling, paving, jersey barrier removal, hydrant relocation, ADA crosswalk landing installation, and concrete work for curbs, gutters, and sidewalks. Key dates include a non-mandatory pre-bid meeting on September 4, 2025, at 3:00 PM, bid opening on September 16, 2025, at 11 AM, Town Council selection on September 23, 2025, and project completion required no later than October 10, 2025, with full acceptance and two-year warranty start by October 16, 2025.
The bid sheet includes detailed specifications for road standards, such as crowned and sheet-flow road requirements, milling specifications, and compaction standards. The project involves multiple line items for aggregate base course, mobilization, surface preparation, milling, paving, concrete work, and ADA improvements. While the bid sheet shows line items, no specific pricing has been filled in, indicating this is a template for potential bidders to complete. The project requires compliance with Gypsum Public Works Manual standards and current ADA requirements, with specific provisions for topsoil supply, property owner notifications, and compaction testing by the town's soils engineer.
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Other files
| File | Type | Posted |
|---|---|---|
| 2- Bid Form- 2025-08-29.docx | DOCX document | |
| 3- Bid Bond- redlined 2025-08-29.doc | DOC document | |
| 7 - Vicksburg, Chip Seal - Short Form Agreement.docx | DOCX document | |
| 6 - VICKSBURG LN Map 8-12-2025.pdf | ||
| 1- Invitation to Bid- Web Posting for 2025-08-29.docx | DOCX document | |
| 5 - Bid Sheet - VICKSBURG LN 8-12-2025.pdf |
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Text version
Concrete-Bid
| 2025 Gypsum Street Renovations - Vicksburg | REV. 08/27/2025 |
| Bid schedule critical times and dates: | |
| Non-Mandatory Pre-bid meeting Thursday, September 4, 2025 at 3:00 PM at Community Development Conference Room | |
| Bid Opening = Tuesday, September 16, 2025 at 11 AM at the CD Conference Room Room. | |
| Town Council (T.C.) selection on Septembere 23, 2025 at a 7 PM public meeting | |
| Notice to Proceed- as soon as all contract documents are signed and received from the Council selected bidder. | |
| Work completed and ready for punch list No Later Than (NLT) October 10, 2025. | |
| 100% completed and accepted for Two-Year Warranty start NLT October 16, 2025. |
| Standards and Definitions: | |
| All construction specifications per the Gypsum Public Works Manual, and current ADA requirements. | |
| S1 | Standard for 2% CROWNED roads- all compacted pavement to be 1/4" above the lip of the gutter; |
| thus mill to 1 3/4" below the lip | |
| S2 | Standard for Sheet-flow roads- HIGH side- all pavement to be 0" to 1/8" above the lip of the gutter; |
| thus mill to 2" below the Lip. | |
| LOW side- all pavement to be 1/4" above the lip of the gutter; thus mill to 1 3/4" below the lip. | |
| S3 | Taper-Mill - Width of road x 2" taper to 0" mill in 14'. |
| S4 | End-Mill- Width of driveway x 2" taper to 0' mill in 7'. |
| S5 | Hauling- Spoils to be hauled to the Gun Club |
| S6 | Hauling- Jersey barriers to be hauled to the Town Shop |
| S7 | Compaction testing paid by Town's Soils Engineer |
| S8 | Survey ROW staking Town. Construction staking by winning contractor |
| S9 | Handicap Ramps- Truncated domes shall be installed on all handicap ramps and meet ANSI and ADA requirements |
| S10 | Invoices- submitted before 5PM on the 1st &/or 3rd Tues. will be approved by Council for payment on the following Tues. |
| S12 | Top Soil- Town will supply top soil. |
| S13 | Contractor shall distribute door knockers to adjacent property owners notifying them of the project and any temporary impacts to them 1 week prior to starting work. |
| GENERAL CONTINGENCIES to bid for possible use for all the project sites combined |
| DESCRIPTION | QNTY | Unit | Unit Price | Total | |
| 1 | Aggregate Base Course (Class 3), wetted and compacted to 95% | 100 | TN | $ - 0 | $ - 0 |
| 2 | Aggregate Base Course (Class 6), wetted and compacted to 95% | 100 | TN | $ - 0 | $ - 0 |
| Contingencies Bid = | $ - 0 | |
| 2025 Curb, Gutter, Sidewalk | ||
| Vicksburg Lane |
DESCRIPTION QNTY Unit Unit Price Total
| 10 | Mobilization | 1 | LS | $ - 0 | $ - 0 |
| 11 | Prep area Sidewalk area 8' x 262' (6' for sidewalk 2' for draining ditch) | 1 | LS | $ - 0 | $ - 0 |
| 12 | Mill 24'x 14' Eatside 48'x7' Northdriveway 36'x14' NS second St | 193 | SY | $ - 0 | $ - 0 |
| 16'x14' westside Vicksburg 26x14' southside second st | |||||
| 13 | Mill sidewalk area on bridge deck 36'x6' | 24 | SY | $ - 0 | $ - 0 |
| 14 | Tackify existing areas to be paved | 1272 | SY | $ - 0 | $ - 0 |
| 15 | Paving - Sidewalk area 2" x 6' x 258' (Leveling course to existing Road) | 19 | TN | $ - 0 | $ - 0 |
| 16 | Paving -overlay 2" 102'x24' 48'x25' 257'x24' 16'x20' 20'x36' 15'x36' | 141 | TN | $ - 0 | $ - 0 |
| 17 | Adjust water valves for paving - main, fire hydrant | 6 | EACH | $ - 0 | $ - 0 |
| 18 | Remove jersey barriers (Haul to town shop) | 1 | LS | $ - 0 | $ - 0 |
| 19 | Prep Two ADA Landing- NW, SW, SE | 3 | EACH | $ - 0 | $ - 0 |
| 20 | Concrete - Bridge deck Sidewalk 45'x6'x6" | 30 | SY | $ - 0 | $ - 0 |
| 21 | Concrete - Bridge deck Curb & Gutter 48'xC4"xG18" | 48 | LF | $ - 0 | $ - 0 |
| 22 | Concrete - V-Pan 4'x6'x4" | 6 | LF | $ - 0 | $ - 0 |
| 23 | Concrete - Crosswalk Landing SE corner of intersection (4'x6'x4") with dimple plates | 1 | LS | $ - 0 | $ - 0 |
| 24 | Concrete - Crosswalk Landing SW corner of intersection (28Lx6'Wx4") with dimple plates | 1 | LS | $ - 0 | $ - 0 |
| 25 | Concrete - Crosswalk Landing NW corner of intersection (16'Lx6'Wx4") with dimple plates | 1 | LS | $ - 0 | $ - 0 |
| 26 | Blank | ||||
| 27 | Remove 31'x6' of sidewalk | 21 | SY | $ - 0 | $ - 0 |
| 28 | Prep area for 29'x6' x4" of sidewalk | 1 | LS | $ - 0 | $ - 0 |
| 29 | Concrete - Sidewalk 29'x6'x4" | 20 | SY | $ - 0 | $ - 0 |
| 30 | Remove and exend fire hydrant 6' (2' behind sidewalk)and install new fire hydrant | 1 | LS | $ - 0 | $ - 0 |
| 31 | Top dress and groom all areas behind sidewalks | 1 | LS | $ - 0 | $ - 0 |
| 32 | Traffic Control | 1 | LS | $ - 0 | $ - 0 |
Subtotal = $ - 0
| Total (With Contingencies) | $ - 0 | ||
| (formula uses 1.5%, so change if your is different) Performance & Two Year Warranty Bond = | $ - 0 | ||
| TOTAL | $ - 0 |
| _____________________________________ ___________________________ , 2025 | ||
| Printed Name of Bidder Signature | Date |
| _________________________________________________________________ | |
| Company Name | |
| Amount to be read at the bid opening = | $0.00 |
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