For the following in 2022: Pulverize and pave with hot mix asphalt, compacted to the listed thickness: Grasse Ln, Porcupine Bay to end, 0.44 mile, 20 ft. wide, 3.0 Woodcrest, Plateau to Flintridge, 0.51 mile, 24 ft. wide, 3.0 Door Bluff Park(gravel), E. Door Bluff to DC Park Rd, 0.60 mile + turnaround, 20 ft. wide, 3.0 Garrett Bay at USPO, 1200 sq yd, 3.0 (see Town for area to be paved) Garrett Bay, STH 42 to Old School 0.25 mile, 20 ft. wide, 3.0 N Sand Bay, Waters End to terminus, 0.66 mile + turning area 20 ft. wide, 3.0 Winding Ln CTH Q to N Bay waters 0.53 mile + ramp into water 20 ft. wide, 3.0 Wildwood Ct, Wildwood Rd to terminus 0.50 mile + cul de sac 20 ft. wide, 3.0 ALTERNATE BID: Delete: Woodcrest. Add: Old Stage Ln, Old Stage south to terminus, .31 mile + cul de sac, 20 ft. wide, 3.0 Note: Bidder to take into account paving radius at intersections. Additional requirements: Work to be completed prior to June 12, 2022. Follow pulverizing with a rubber-tired roller. Vendor to compact ahead of paver. Town shall do the finished grading prior to paving. Notify Town office prior to staking. Two lifts of LT 58-28 S per WDOT specifications bidder to state price per ton in place of asphalt mix. Asphalt specification: LT 58-28 S hot mix asphalt per the latest edition of the WDOT specifications, section 460.3.1. Materials shall conform to sections 450, 455 and 460 of the latest edition of WDOT specifications, and current WDOT ASP 6, 460.2.1, which include the regression of air voids from 4.0% to 3.0% with asphalt cement. Omitted requirements: nominal thickness (sec. 460.3.2); ride quality and testing (sec. 440); nuclear density (sec. 460.3.3); PG binder and tack coat sampling & testing (sec. 455.2.2 and 455.2.3); cold weather paving (sec. 450.3.2.1); and safety edge (sec. 450.3.2.11). Additional: testing of asphalt mix per section 460.2.8 shall be done to verify required air void specifications. Documentation of testing and load weight slips shall be provided to Town within 15 days of project completion. Alternate bid: Hot mix asphalt surface course, 3 inches thick after compaction, omit section 460.2.1 (2) regression of air voids with asphalt cement. Deduct $ per ton.
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