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<br />Version 08/25/2021 Page - 6 Public Works Quote <br />XVIII. PLANS <br /> <br />A. Prevailing Specifications: City of South Bend Design and Construction Standards <br />B. Additions: <br /> <br />1. The plans consist of 2 Sheets. <br />2. The work shall conform to the plans. <br />3. The drawings are schematic in nature. <br />4. The CONTRACTOR is responsible for estimating dimensions and quantities of materials. <br />5. In the event that the Special Provisions and the Plans conflict, the Special Provisions shall gover n. <br /> <br />IV. M/WBE GOALS <br />A. Prevailing Specifications: City of South Bend Ordinance No. 10761-21, Minority and Women <br />Business Enterprise Inclusion Program Plan <br /> <br />B. Additions: <br /> <br />1. The M/WBE Goals for this Project are <br />a. MBE _1.3__ %. <br />b. WBE _4.3__ %. <br /> <br /> <br />2. Complete FORMS MBE-1.0 MBE Utilization Plan and WBE-1.0 WBE Utilization Plan, and submit <br />with Bid Proposal <br /> <br />3. Complete FORMS MBE-2.0 Evidence of Good Faith Efforts and WBE-2.0 Evidence of Good Faith <br />Efforts and submit with Bid Proposal. <br /> <br />4. Complete FORMS MBE-2.1 MBE Contacted and WBE-2.1 WBE Contacted and submit with Bid <br />Proposal. <br />V. SAMPLING AND TESTING <br />A. Prevailing Specifications: 2022, INDOT Standard Specifications Sections 106 <br />B. Additions: <br />1. Quality control sampling and testing shall be the sole responsibility of Contract or. Quality control <br />sampling and testing will be required for compaction testing of all backfill placed in the pipe trenches <br />and around manhole structure. <br /> <br />2. Concrete sampling and testing for quality control will be required for all concrete. Air content te st, <br />slump test, 7-day and 28-day compression cylinders shall be provided for each 25 cubic yards of <br />concrete utilized for driveways, cast-in-place structures, sidewalks, and curb construction. <br /> <br />3. Asphalt testing will be in accordance with City Standard Specifications. <br /> <br />4. Earthwork: <br /> <br />a. Maximum density shall be determined by AASHTO T-99 as modified by Section 203.24 of the <br />State Specifications using Method A for soil and Method C for granular material. <br /> <br />b. In addition to the compaction requirements provided in the Site Geotechnical Report, the <br />following compaction levels shall be met: <br /> <br />(i) Topsoil used in all but the top 6-inches of fill in areas specified 90% <br />(ii) Existing ground receiving fills 100%