Site work and paving for a civil project in Williston, North Dakota. Completed plans call for site work for a development; road / highway; for paving for a road / highway; and water / sewer project.

The project involves installation of utilities including water, sewer and storm drain on 13th Ave West, and Construction of Detention Pond 8 in Williston, North Dakota. This includes approximately 775 lineal feet of various sized RCP storm drain pipe, 1,600 lineal feet of various sized sanitary sewer pipe, and 1,625 feet of various sized water pipe and associated appurtenances along with 133,890 square feet of Asphalt, 7,120 linear feet of curb and gutter, and 43,170 square feet of concrete flatwork. The project has a 120- calendar day construction schedule from the construction initiation date. The project must be substantially complete no later than October 15, 2025. The final completion date is October 25, 2025. Each bid is to be submitted on the basis of cash payment for the work and is to be enclosed in a sealed envelope addressed to the City auditor. Each bid shall be accompanied by a Bidder s Bond in a sum equal to 5% of the full amount of the bid, executed by the BIDDER as principal and by a surety company authorized to do business in the State of North Dakota, conditioned that if the principal s bid be accepted and the contract be awarded to him, he, within 10 days after Notice of Award, will execute and effect a contract in accordance with the terms of his bid and provide a Performance and Payment Bond in the amount of 100% of the Contract Price with a corporate surety approved by the Owner. For each Bid, the outside of the envelope shall be marked with the date of the proposal, the name of the Bidder, and acknowledgment of any Addendums that were received. The right is reserved to reject any or all bids, and to waive any informality in any bid and to hold bids for a period not to exceed 50 days from said date of opening of bids. This item shall consist of the removal and disposal of over saturated, soft, pumping material found in existing roadway base, replacing soft material with aggregate base along with placement of a geotextile reinforcing fabric separating the existing material and new aggregate base. The over excavation alternative shown on the plans is a separate item from Soft Spot Repair. This item shall consist of seeding, sodding, and mulching the areas shown on the plans or as directed by the Engineer. This item consists of the construction of aggregate bases and surfaces conforming to the lines a degrades shown on the plans and these specifications. a) The contractor will be responsible to furnish all material, equipment and labor required for the erosion and sediment control features as outlined in this section. b) This work shall include but is not limited to the construction of temporary straw bale dikes, temporary silt fences, runoff collection ditches, temporary straw bale barriers, and the seeding and mulching of soils disturbed during construction, installation of erosion control fabrics, diversion of water around or away from construction sites, installation of rip rap, and cleanup of all rock or soil fragments resulting from blasting or other rock removal methods.