26012-HMA_Pavement-_County_Projects_Attachment_updated_260223.xlsx
XLSX spreadsheet 63 KB Posted
- Attached to
- HMA Pavement- County Projects (2026)
- Solicitation number
- 2026-RFB-012
- Issued by
- Dane County, Mattoon Village, Wisconsin
About this file
This is a cost proposal spreadsheet for Dane County, Wisconsin's Request for Bid 2026-RFB-012 for Hot Mix Asphalt (HMA) pavement services on county highway projects scheduled for 2026. The procurement encompasses three project areas: County Highway G (Britt Valley Road to State Highway 19, approximately 1.55 miles), County Highway CV (State Highway 19 to Vinburn Road, approximately 2.96 miles), and milling of transverse rumble strips at various Dane County locations. The scope of work includes removing asphaltic surface butt joints, installing HMA pavement in multiple mix designs (3 LT 58-28 S, 4 LT 58-28 S, 3 MT 58-28 S, and 4 MT 58-28 H), pulverizing and relaying pavement (72,650 square yards on CTH CV), installing concrete curb and gutter, concrete sidewalk and driveway work, applying tack coat, installing temporary marking lines, performing asphalt sawing, and providing traffic control. Total HMA pavement quantities range from 850 to 4,850 tons for CTH G and 13,500 to 7,400 tons for CTH CV, with rumble strip milling at 71 square yards. The bid deadline is February 26, 2026, at 2:00 p.m. via the County's eProcurement Portal, with vendor questions due by February 19, 2026, and all asphaltic paving operations must be completed by November 18, 2026. The contract term is one year from purchase order or contract execution.
Vendors must submit pricing using the provided Excel spreadsheet with all labor, materials, equipment, shipping, and associated costs included, with pricing remaining fixed throughout the contract term. Contractors must be prequalified with the Wisconsin Department of Transportation and possess equipment capable of producing 200 tons of asphaltic material per hour. Required bonds include a certified check or bid bond equal to 5 percent of the total bid amount and a performance bond equal to 100 percent of the contracted amount. Insurance requirements include Commercial General Liability of not less than $1,000,000 per occurrence with the County named as additional insured, Commercial/Business Automobile Liability of $1,000,000 per occurrence, Environmental Impairment Liability of $1,000,000 per occurrence, and Workers' Compensation at Wisconsin statutory limits. Invoices will be paid within thirty days of receipt of goods or services. The County reserves the right to accept partial bids, reject any or all bids, negotiate terms, and award to the lowest responsible responsive bidder. The documentation does not identify specific set-aside designations or incumbent vendors. Contractors are subject to liquidated damages of $200 per weekday for delays and must begin work within ten calendar days of official notice.
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Text version
Cost Proposal
| Cost Proposal (Updated 2/23/2026) | |
| HMA Pavement - County Projects (2026) | |
| 2026-RFB-012 | |
| Instructions: |
1. Pricing shall be inclusive of all labor, delivery costs and other expenses necessary to provide product and services in accordance with the specifications and terms and conditions of this bid document and your proposal.
2. Vendor to fill in cells highlighted in in orange.
3. Enter "no bid" in No Bid column if not bidding on a project, cells are yellow.
4. Changes made via addendum 1 are highlighted in purple and changes made via addendum 2 are highlighted in pink.
| Vendor Name |
| CTH G (Britt Valley Rd. to STH 19) |
Project No. 61011-2400
| Line Item | Item Number | Description | Quantity | UOM | 0 | ||
| Unit Cost | Total Cost | No Bid | |||||
| 1 | 204.0115 | REMOVING ASPHALTIC SURFACE BUTT JOINTS | 2000 | SY | $ - 0 | $ - 0 | |
| 2 | 465.0120 | ASPHALTIC SURFACE DRIVEWAYS AND FIELD ENTRANCES | 60 | TON | $ - 0 | $ - 0 | |
| 3 | 465.0315 | ASPHALTIC FLUMES | 8 | SY | $ - 0 | $ - 0 | |
| 4 | 460.5223 | HMA PAVEMENT 3 LT 58-28 S | 850 | TON | $ - 0 | $ - 0 | |
| 5 | 460.5224 | HMA PAVEMENT 4 LT 58-28 S | 4850 | TON | $ - 0 | $ - 0 | |
| 6 | 601.0411 | CONCRETE CURB & GUTTER 30-INCH TYPE D | 435 | LF | $ - 0 | $ - 0 | |
| 7 | 602.0405 | CONCRETE SIDEWALK 4-INCH | 330 | SY | $ - 0 | $ - 0 | |
| 8 | 602.0415 | CONCRETE SIDEWALK 6-INCH | 655 | SY | $ - 0 | $ - 0 | |
| 9 | 455.0605 | TACK COAT | 2100 | GAL | $ - 0 | $ - 0 | |
| 10 | 649.0150 | TEMPORARY MARKING LINE REMOVABLE TAPE, 4-INCH | 300 | LF | $ - 0 | $ - 0 | |
| 11 | 690.0150 | SAWING ASPHALT | 200 | LF | $ - 0 | $ - 0 | |
| 12 | TRAFFIC CONTROL | 1 | EA | $ - 0 | $ - 0 | ||
| Total | $ - 0 |
CTH CV (STH 19 to Vinbrun Road) Project No. 69232-2300
| Line Item | Item Number | Description | Quantity | UOM | 0 | ||
| Unit Cost | Total Cost | No Bid | |||||
| 13 | 204.0115 | REMOVING ASPHALTIC SURFACE BUTT JOINTS | 4700 | SY | $ - 0 | $ - 0 | |
| 14 | 325.0100 | PULVERIZE AND RELAY | 72650 | SY | $ - 0 | $ - 0 | |
| 15 | 455.0605 | TACK COAT | 5100 | GAL | $ - 0 | $ - 0 | |
| 16 | 460.6223 | HMA PAVEMENT 3 MT 58-28 S | 13500 | TON | $ - 0 | $ - 0 | |
| 17 | 460.6424 | HMA PAVEMENT 4 MT 58-28 H | 7400 | TON | $ - 0 | $ - 0 | |
| 18 | 465.0315 | ASPHALTIC FLUMES | 10 | SY | $ - 0 | $ - 0 | |
| 19 | 465.0120 | ASPHALTIC SURFACE DRIVEWAYS AND FIELD ENTRANCES | 570 | TON | $ - 0 | $ - 0 | |
| 20 | 601.0411 | CONCRETE CURB & GUTTER 30-INCH TYPE D | 6975 | LF | $ - 0 | $ - 0 | |
| 21 | 601.0576 | CONCRETE CURB & GUTTER 4-INCH SLOPED TYPE J | 0 | LF | $ - 0 | ||
| 22 | 602.0515 | CURB RAMP DETECTABLE WARNING FIELD NATURAL PATINA | 90 | SF | $ - 0 | $ - 0 | |
| 23 | 602.0810 | CONCRETE DRIVEWAY 6-INCH | 483 | SY | $ - 0 | $ - 0 | |
| 24 | SPV.0001 | ADJUSTING MANHOLE COVERS | 29 | EA | $ - 0 | $ - 0 | |
| 25 | SPV.0002 | ADJUSTING WATER VALVE BOXES | 55 | EA | $ - 0 | $ - 0 | |
| 26 | SPV.0003 | VALLEY GUTTER | 180 | LF | $ - 0 | $ - 0 | |
| 27 | 649.0150 | TEMPORARY MARKING LINE REMOVABLE TAPE, 4-INCH | 300 | LF | $ - 0 | $ - 0 | |
| 28 | TRAFFIC CONTROL | 1 | EA | $ - 0 | $ - 0 | ||
| Total | $ - 0 |
Milling in transverse rumble strips at various Dane Co. locations Various Locations
| Line Item | Item Number | Description | Quantity | UOM | 0 | ||
| Unit Cost | Total Cost | No Bid | |||||
| 29 | 465.045 | ASPHALTIC RUMBLE STRIPS TRANSVERSE (LOCATIONS TBD) | 71 | SY | $ - 0 | $ - 0 | |
| Total | $ - 0 |
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