Site work and paving for a mixed-use development in Cedar Falls, Iowa. Completed plans call for site work for a bridge / tunnel; sidewalk / parking lot; for paving for a sidewalk / parking lot; water / sewer project; and educational facility.

The project consists of but is not limited to: This project will remove and replace all the concrete parking surface of Lot 403. Adjacent Sidewalks will be replaced and alignments improved to the AEB and tunnel access. There will be several overgrown tree removals with new plant material, amended soils and mulch installed to enhance the site. Site electrical, Site utilities and Stormwater engineering will be part of the project. Iowa Construction Sales Tax Exemption Certificates will be provided on this project. Bid security shall be agreed upon as the measure of liquidated damages which Owner will sustain by failure, neglect or refusal of bidder to deliver a signed contract stipulating performance of the work in unqualified compliance with Contract Documents or furnish the required 100% Contract Performance and Payment Bond within ten (10) days after receipt of Notice of Award. The Iowa Board of Regents seeks to provide opportunities for Targeted Small Businesses in accordance with the provisions of Chapter 73 of the Code of Iowa. This project has a participation goal for certified Targeted Small Businesses. The participation goal of 10% is specified in the Special Conditions. The Iowa Board of Regents reserves the right to reject any and all bids, to waive irregularities and to accept that bid which is deemed in the best interest of the Owner. The Iowa Board of Regents, seeks to provide opportunities for Targeted Small Businesses in the awarding of contracts. The Regents are authorized to award contracts to Targeted Small Businesses in accordance with the provisions of Chapter 73 of the Code of Iowa. The Regents are also authorized to establish certified Targeted Small Business participation goals for construction contracts. Certified Iowa Targeted Small Business participation will be specified as a percentage of the Bidder's base bid as identified in the Special Conditions of the Contract Documents The Contract Documents are intended to identify one complete project. The divisions and sections of the specifications, identifications of any drawing or naming of any subcontractor is not intended to delineate work performed by any specific trade. The CONSTRUCTOR shall be responsible for assignment of work. The work is further defined as: This project will remove and replace all of the concrete parking surface of Lot 403. Adjacent Sidewalks will be replaced, and alignments improved to the AEB and tunnel access. There will be several overgrown tree removals with new plant material, amended soils and mulch installed to enhance the site. Site electrical , Site utilities and Stormwater engineering will be a part of the project. Contract Type: Stipulated sum. Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. This section shall include preparation of the sod bed, furnishing and installing sod, watering, and maintenance for completed sodded areas as specified in contract documents.