Site work and paving for a mixed-use development in Salem, Wisconsin. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

For 2023 Street and Utilities Improvement Program The electronic bid form will be available for completion beginning Wednesday, January 18, 2023. \ All bidders must file a "Bidders Proof of Responsibility Form" with the Village Engineer on or before 3:00 p.m. on January 20, 2023. A certified check or bid bond payable without condition to the Village of Salem Lakes in an amount not less than five percent (5%) of the bid shall be submitted with each bid as a guarantee that if the bid is accepted a proper contract and bond will be executed and filed within ten (10) days after the acceptance of the bid. If such bidder fails to execute and file such contract and bond, the amount of the check or bid bond shall be forfeited as liquidated damages. No bid shall be withdrawn after the opening of bids without the consent of the Village of Salem Lakes for a period of sixty (60) days after the time of opening bids. Each bidder agrees upon submission of bid that if the same be accepted within said time period, he shall be bound by the terms of acceptance hereinafter contained. The 88th Street improvement portion of the contract is a 2022-2023 Wisconsin Local Road Improvement Program (LRIP) Municipal Street Improvement Project (MSILT). The Village of Salem Lakes reserves the right to reject any or all bids received, or to accept any bid which may be in the best interest of the Village of Salem Lakes. Each successful bidder will be required to furnish a satisfactory performance bond in the sum of the full amount of the contract. Approximate quantities of work to be expected are as follows: BASE BID: 9 EA - Televise Sanitary Sewer Lateral \ 10 EA - Test and Seal Lateral Connection \ 720 LF - 4" or 6" Dia. Lateral CIPP Lining \ 9 EA - Temporary Cleanout \ 350 LF - 8" CIPP Liner \ 2 EA - 8" Joint Grouting \ 8 GAL - Grout \ 7 EA - 8" Main to 4"/6" Lateral Connection to CIPP Liner \ 9,350 SY - Milling Pavement \ 1,215 CY - Excavation \ 1,140 TON - 1 1/4 " Crushed Limestone Base \ 890 TON - 3" Crushed Limestone Base \ 450 TON - 3/4 " Crushed Limestone \ 1,710 TON - HMA Pavement (3 LT 58-28 S) \ 1,870 TON - HMA Pavement (4 LT 58-28 S) \ 400 TON - HMA Pavement (5 LT 58-28 S) \ 1,140 GAL - Bituminous Tack Coat \ 445 LF - Remove & Replace Concrete Curb & Gutter \ 3 EA - Sanitary Manhole Adjustment \ 2 EA - Storm Structure Adjustment \ 7,000 LF - Marking Line Epoxy 4-Inch \ 1 LS - Color Coating & Striping \ 1 LS - New, Posts, & Sleeves \ 1 LF - Chain Link Fence \ 1,215 SY - 4" Topsoil, Seed, Fertilizer, & Erosion Mat \ ALTERNATE A: 25 LF - Pavement Sawing \ 190 SY - Milling Pavement \ 430 CY - Excavation \ 450 TON - 1 1/4 " Crushed Limestone Base \ 340 TON - 3" Crushed Limestone Base \ 190 TON - 3/4 " Crushed Limestone \ 200 TON - HMA Pavement (3 LT 58-28 S) \ 950 TON - HMA Pavement (4 LT 58-28 S) \ 425 TON - HMA Pavement (5 LT 58-28 S) \ 870 GAL - Bituminous Tack Coat \ 1 EA - Sanitary Manhole 2-1/2" Cast Iron Adjustment Ring \ 1 EA - Sewer Manhole Cast Iron Lid \ 7,150 LF - Marking Line Epoxy 4-Inch \ ALTERNATE B: 60 CY - Excavation \ 5 TON - 3/4 " Crushed Limestone \ 50 TON - HMA Pavement (3 LT 58-28 S) \ 30 TON - HMA Pavement (4 LT 58-28 S) \ 15 GAL - Bituminous Tack Coat \ 720 SY - 4" Topsoil, Seed, Fertilizer, & Erosion Mat \ 6 TON - Medium Rip Rap \ 620 LF - 12" Dia. RCP Storm Sewer \ 41 LF - 6" Dia. PVC Storm Sewer \ 1 EA - 12" Dia. RCP End Section \ 2 EA - Catch Basin File No. 29 \ 1 EA - Inlet Median 1 \ 3 EA - 48" I.D. Storm Manhole \ 45 LF - Slope Interruption Device \ 3 EA - Inlet Protection