Site work and paving for a mixed-use development in Greendale, 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.

Pre-Qualification: Yes Project Category Code: Parks, Recreation, Trail Work, Manhole Rehabilitation, Sewer Lateral T-lining, Water Transmission Pipelines, Sidewalks/Curbs/Gutters, Storm Drain and Paving, Street/Road Asphalt Resurfacing and Milling, ADA Curb Ramps, Sewer Re-Lining A certified check or bid bond payable without condition to the Village of Greendale 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 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 No bid shall be withdrawn after the opening of bids without the consent of the Village of Greendale for a period of sixty (60) days after the time of opening bids.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 Village of Greendale reserves the right to reject any or all bids received or to accept any bid which may be to the best interest of the Village. Each successful bidder will be required to furnish a satisfactory performance bond in the sum of the full amount of the contract. \ Bids shall include the furnishing and installation of all labor, materials, permits, equipment, tools, supplies, etc., for complete operating installation of the 2022 Street and Utilities Rehabilitation Program. \ The contract work in Gladstone Lane (Alternate A) is a 2020-2021 Wisconsin Local Road Improvement Program (LRIP) Municipal Street Improvement Project (MSIPLT). \ Approximate quantities of work on the 2022 Street and Utilities Rehabilitation Program to be expected are as follows: BASE BID - Garden Lane, Olympia Lane, Bentwood Lane, Community Center and Various Other Locations \ 32 LF - R.C.P. Storm Sewer \ 6 EA - Storm Structure Adjustment \ 3 EA - Sanitary Manhole Adjustment \ 200 GAL - Manhole Grouting \ 1,571 LF - 8" CIPP Liner \ 4,200 LF - 6" Dia. Water Main Relay \ 8 EA - Hydrant \ 22 EA - 6" Gate Valve and Box \ 17 EA - Inlet Protection \ 10,900 SY - Milling Pavement \ 600 LF - Pavement Sawing \ 2,400 SF - Remove & Replace Concrete Walk \ 7,200 SF - Remove & Replace Concrete Driveway \ 3,800 LF - Remove & Replace Concrete Curb & Gutter \ 1,900 CY - Excavation \ 520 TON - 1 1/4" Crushed Aggregate Base \ 1,000 TON - Breaker Run \ 2,700 TON - HMA Pavement (3 LT 58-28 S) \ 226 TON - HMA Pavement Leveling Course (5 LT 58-28 S) \ 1,400 TON - HMA Pavement (5 LT 58-28 S) \ 300 SY - Asphalt Pavement Patching \ 60 LF - Concrete Curb & Gutter Patching \ ALTERNATE BIDS A - K \ 700 LF - R.C.P. Storm Sewer \ 139 LF - CMP Driveway Culvert \ 17 EA - Storm Structure Adjustment \ 10 EA - Sanitary Manhole Rehabilitation \ 385 LF - 8" CIPP Liner \ 38 EA - Inlet Protection \ 35,000 SY - Milling Pavement \ 34,000 LF - Pavement Sawing \ 2,600 SF - Remove & Replace Concrete Walk \ 12,000 SF - Remove & Replace Concrete Driveway \ 3,500 LF - Remove & Replace Concrete Curb & Gutter \ 7,500 CY - Excavation \ 3,600 TON - 1 1/4" Crushed Aggregate Base \ 4,800 TON - Breaker Run \ 4,300 TON - HMA Pavement (3 LT 58-28 S) \ 760 TON - HMA Pavement (5 LT 58-28 S) Leveling Course \ 4,300 TON - HMA Pavement (5 LT 58-28 S) \ 6,400 LF - 31" Concrete Curb & Gutter \ Together with appurtenant construction.