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

The work, in general, will include the approximate quantities and items listed below: BASE BID (Ridgeway Drive to Sta 15+35 & Chestnut Court & Easement): 48" Sanitary Manhole (4 Units) 56 V.F. 8" PVC Sanitary Sewer Pipe 841 L.F. 6" PVC Sanitary Sewer Lateral (14 Units) 539 L.F. 8" PVC Water Main Pipe 353 L.F. 12" PVC Water Main Pipe 500 L.F. 8"Gate Valve 1 E.A. 12" Gate Valve 1 E.A. 4" PVC Water Service & Valve & Box (1 Unit) 29 L.F. 1 1/4" Water Service & Curb Stop & Box (13 Units) 619 L.F. Hydrant Assembly 3 E.A. 4" Dia. Storm Lateral (10 Units) 620 L.F. Common Excavation 2,400 C.Y. 4" Concrete Sidewalk 7,517 S.F. 30" Curb & Gutter Type "D" 1,710 L.F. 7" Concrete Driveway Apron & Sidewalk 3,279 S.F. 7" Concrete Driveway 343 S.F. 1 1/4" Dense Crushed Aggregate Base Course 1,956 TONS Lower Layer HMA Pavement 3-1/4" 633 TONS Upper Layer HMA Pavement 1-3/4" 341 TONS Remove Trees 5 E.A. Lawn Restoration 1,565 S.Y. The proposals shall be submitted on the forms furnished with the specifications. Each proposal shall be accompanied by a bid bond of a bonding company duly authorized to do business in the State of Wisconsin in an amount equal to five percent (5%) of the proposal. This proposal guarantee shall be subject to forfeiture as provided by law. The Village of Jackson reserves the right to reject any or all of the proposals & to waive any informalities therein. Question Deadline 07/16/2024 Bidder shall submit all questions about the meaning or intent of the Bidding Documents to Engineer in writing. Contact information and submittal procedures for such questions are as follows: Ron Dalton, P.E., Project Manager, at office of the Engineer: Cedar Corporation Phone: 262-204-2341 Email: Ron.Dalton@cedarcorp.com

Award

Water / Sewer

$1,212,489.00

Public - City

Paving, Site Work

28

22

5

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