Site work and paving for a road / highway in Columbus, Wisconsin. Completed plans call for site work for a road / highway; and for paving for a road / highway.

The work for which bids are asked includes the following: Bid 1 - Chip Seal: Tamarack Road (Couty Hwy BB to Frank Road-2640 Feet) and (Frank Road to the Town boundary line- 1373 Feet) Bid 2 - Chip Seal: Metzger Court (1109 Feet) The Town of Elba reserves the right to reject any and all bids, to waive any technicality and to accept any bid that it deems advantageous. All bids shall remain subject to acceptance for fortyfive (45) day after the time set for bid opening. The Contract award shall be made based on the lowest responsive and responsible Bidder. 1. Seal coat shall be a 3/8" Fractured Stone Aggregate or a Slag Aggregate. The asphalt and aggregate material shall meet WisDOT Roadway Standard Specifications section 475 with the additional aggregate requirement of no more than 1% passing through the #200 sieve. 2. Immediately before applying the asphaltic material, the existing surface shall be cleaned with a power broom or other suitable equipment to remove dirt, clay, or other objectionable matter. 3. Apply tack coat only when the air temperature is 36 degrees Fahrenheit or more and the surface is dry and reasonably free of loose dirt, dust, or other foreign matter. Do not apply if weather or surface conditions are unfavorable or before impending rains. 4. Tack coat shall be applied at a rate sufficient to provide 70% embedment of the aggregate chip into the asphalt after the asphalt has cured and the road is open to traffic. 5. Cover previously applied material as required to create transverse joints without overlapping. 6. Treated areas shall be closed to traffic until after the initial rolling of the cover aggregate has been completed. 7. After the asphaltic material develops sufficient tackiness, aggregate shall be uniformly spread over the treated surface. The aggregate shall be damp to surface dry when applied. 8. Aggregate shall be applied at a rate to completely cover the treated surface but limited to an amount easily embedded in and bonded by the asphaltic material. 9. The surface shall be rolled immediately after spreading the aggregate, beginning at the edges and continuing to the center, lapping 1/2 the roller width on each successive pass. After the initial rolling, perform subsequent rolling until the aggregate is thoroughly embedded and the surface is smooth and uniform in texture. Roller speed shall not exceed 5 mph and care should be taken when reversing roller direction to avoid displacing or loosening the cover aggregate, or damaging the asphaltic material. All rolling shall be completed with by pneumatic rollers of good operating condition. 10. Final sweeping or vacuuming of the excess material in the treated area shall be done by the contractor. 11. Traffic on the newly placed seal coat shall be limited to 25 mph for 24 hrs after the application. Temporary speed limit signs shall be posted and supplied by the contractor and shall be in accordance with the Wisconsin MUTCD. All signing and flagmen to be provided by the bidder per Wisconsin MUTCD standards. 12. Alternate bids are not mandatory and are optional. 13. All Work shall be completed prior to September 3rd.,2025. 14. All work to be done shall be coordinated with the Town of Elba, giving at least one week notice prior to starting. 15. Bidder shall include with the bid, type of material and an estimate of total material quantities to be used. 16. Bidder shall include with the bid, a copy of proof of insurance.