Site work, paving, outdoor lighting and new construction of a civil project in Shakopee, Minnesota. Completed plans call for the construction of a bridge / tunnel; for site work for a bridge / tunnel; for outdoor lighting for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; road / highway; road / highway; and road / highway.

Approximate Major Quantities Include: Clearing and Grubbing 0.5 ACRE Common Excavation 1100 C Y Structural Concrete (1G52/3B52) 630 C Y Bridge Slab Concrete 13,000 S F 3" Bituminous Walk 10,600 S F Ornamental Metal Railing 800 L F Lighting System 1 SYS Seeding 1.5 ACRE The City Council reserves the right to reject any and all Bids and to waive any Bids received without explanation. No Bid may be withdrawn for a period of 60 days. Bridge No. 70054. WSB PROJECT NO. 017896-000. SP 7005-138 (TH 169). COMPLETION DATE: August 15, 2023 - All work must be completed. Bidder shall submit all questions about the meaning or intent of the Bidding Documents to Engineer in writing. Direct questions about this Project to Andrew Plowman at 612.360.1311 and aplowman@wsbeng.com. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered to all registered plan holders. Questions received less than seven days prior to the date for opening of Bids may not be answered. Only responses set forth in an Addendum will be binding. Oral and other interpretations or clarifications will be without legal effect. Responses to questions are not part of the Contract Documents unless set forth in an Addendum that expressly modifies or supplements the Contract Documents. Bidder shall submit all questions about the meaning or intent of the Bidding Documents to Engineer in writing. Direct questions about this Project to Andrew Plowman at 612.360.1311 and aplowman@wsbeng.com. SCOPE Provide the MnDOT Grade 300 seven-wire, uncoated, low-relaxation steel strand for prestressed concrete beam construction. Description of Work Assume the responsibility to produce a structure free of cracks, which result from unnecessary heat of hydration during the curing of the mass concrete. This effort consists of temperature control of mass concrete for the purpose of minimizing potential cracking because of excessive temperature differentials due to the heat of hydration in concrete and for limiting the maximum temperature of concrete during the hydration process.