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

Roads that will be pulverized, regraded and paved include: o Klika Road (3,105 LF x 20 ' wide plus a 30'x30' apron turnaround at W6290 East driveway) o Herman Rd From Klika intersection south to Hwy A (5,965 LF x 20" wide) o Include unit costs for Pulverizing, grading, paving, shouldering and over excavating and backfill if poor soils are located Base Improvement, Pulverizing, & Regrading: A 4-inch lift of 1.25- inch base aggregate dense shall be placed over the full width of the existing roadbed prior to pulverizing. Perform all pulverizing operations in accordance with section 325 of the WisDOT standard specifications. The existing asphalt pavement shall be pulverized to a minimum depth of two inches (2") below the limits of existing asphaltic pavement or to a depth required to ensure a uniform base throughout the roadway cross section and to a width of at least 18" wider than the existing pavement. The contractor shall stake offsets prior to pulverizing, if necessary, to preserve the existing line of the roadway. GPS or digital methods are also acceptable. Upon completion of pulverizing, the roadway shall be shaped, rough graded, and thoroughly compacted in accordance with the standard specifications. It may be necessary to allow the reclaimed base to "rest" after the initial pulverizing and relay operation for a period in order to identify any areas of weak or unstable base. Areas of base correction or reinforcement will be at the discretion of the Owner or Engineer. Fine grading shall include shaping and compaction of the existing reclaimed base and shoulder areas. Shape and compact the pulverized base and shoulder areas to a minimum 2.0% (.020) crown. Asphalt Paving & Shouldering: The roadway shall be saw cut or vertically milled at the project limits in order to create a straight and true joint. Match existing asphalt driveways by sawing or milling back a minimum of 2-ft (24") or as directed by Owner or Engineer. Finished asphalt pavement shall consist of a minimum of 1 1/2 " upper layer of 4 LT (12.5 mm) pavement over 1 1/2 " lower layer 3 LT (19.0 mm) pavement (3" total thickness, minimum). Lower layer shall be swept, if necessary, and dry with tack coat applied prior to placement of upper layer. Asphaltic mixture and density testing is not required for this project; however, associated Quality Control documentation shall be provided to the Owner upon request. Provide a new gravel shoulder of at least two feet (24") wide and 3" thick upon completion of paving and compacted according to standard specifications. Utilize 3/4 -inch dense graded base for shouldering. Match existing gravel driveways by blending back with salvaged roadway material or shoulder gravel to make a reasonable transition. Questions regarding plans and documents should be addressed to Doug Pahlow 920-740-9647 or email chairman@tn.bovina.wi.gov Proposal shall be accompanied by a certified check or bid bond in the amount of not less than five percent (5%) of the total bid amount, payable to the Town of Bovina as guarantee that the bidder, if the bid is accepted, will execute and file the Contract. The certified check is returnable to the bidder immediately after the signing of the Contract. A performance bond in the amount of 100 percent (100%) of the total bid price, a certificate of insurance, together with an executed contract, will be required of the successful low bidder. The owner reserves the right to reject any or all bids.