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Audubon Bend Gravel Road Repair Gavins Point Dam, SD

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Audubon Bend Gravel Road Repair Gavins Point Dam, SD SPECIFICATIONS & DRAWINGS (Purchase Order - For Construction Contract) Solicitation Number W9128F21Q0018 ____________________________________________________________ Audubon Bend Gravel Road Repair Gavins Point Dam, SD March 2021 US Army Corps of Engineers Omaha District This page was intentionally left blank for duplex printing. AUDUBON BEND GRAVEL ROAD REPAIR GAVINS POINT DAM, SD PROJECT TABLE OF CONTENTS DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 00 10 00-3 PRICING SCHEDULE STATEMENT OF WORK 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT REQUIREMENTS)FOR PURCHASE ORDERS DIVISION 01 - GENERAL REQUIREMENTS 01 22 00 MEASUREMENT AND PAYMENT 01 33 00 SUBMITTAL PROCEDURES 01 41 26.02 24 (NEBRASKA) NPDES PERMIT REQUIREMENTS FOR STORM WATER DISCHARGES FROM CONSTRUCTION SITES 01 57 20.00 10 ENVIRONMENTAL PROTECTION 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL DRAWINGS -- End of Project Table of Contents -- Page 1 This page was intentionally left blank for duplex printing. Audubon Bend Gravel Road Repairs, Gavins Point Dam, NE GP82 SECTION 00 10 00 PRICING SCHEDULE CLIN DESCRIPTION QTY UNIT UNIT PRICE AMOUNT BASE ITEMS 0001 Mobilization and Demobilization 1 JOB XXX $_______________ Blade entire length of road surface prior to placing gravel to smooth out 0002 1 JOB XXX $_______________ scour holes, rebuild crown. Includes areas over culverts. – 4,750 FEET Reset existing 24’’ CMP with flared 0003 ends to properly drain to North East – 1 JOB XXX $_______________ 1 EACH. Install new USACE provided 48’’ 0004 culvert with flared end (includes trees’ 1 JOB XXX $_______________ removal as necessary) – 1 EACH. Reconstruct approximately 270’ of 0005 eroded road at the existing culvert 720 CY $_______________ $_______________ (includes sodding and seeding). Reconstruct approximately 190’of the 0006 eroded road at the new culvert 1,740 CY $_______________ $_______________ (includes sodding and seeding). 0007 Gravel surfacing for roads (4’’ thick) 1,090 TON $_______________ $_______________ 0008 Gravel surfacing for roads (3’’ thick) 387 TON $_______________ $_______________ TOTAL BASE (Items 0001 thru 0008) $_______________ 1. See SECTION 00 21 00, INSTRUCTIONS, CONDITIONS, & NOTICES TO BIDDERS for evaluation of options. The Government may exercise an option by written notice to the Contractor commencing from the date of contract award thru the date the contract is closed, unless otherwise specified herein. 2. Prices must be entered for all items of the schedule. Total amounts submitted without prices being entered on individual items will be rejected. Additions will be subject to verification by the Government. 3. Section 01 22 00.00 2 MEASUREMENT AND PAYMENT will be applied to Item Nos. 0001 and 0002. 4. Section 01 22 00.00 41 MEASUREMENT AND PAYMENT will be applied to Item Nos. 0003 and 0004. 00 10 00 page 3 Audubon Bend Gravel Road Repairs, Gavins Point Dam, NE GP82 SECTION 00 10 00 PRICING SCHEDULE 5. Section 01 22 00.00 23 MEASUREMENT AND PAYMENT will be applied to Item Nos. 0005 and 0006. 6. Section 01 22 00.00 28 MEASUREMENT AND PAYMENT will be applied to Item Nos. 0007 and 0008. 00 10 00 page 4 Statement of Work Construction Specifications Audubon Bend Road Repairs 1.0 Scope of Work. The contractor shall be responsible for all labor, equipment, and materials (except those explicitly provided by the Government) required to repair approximately 0.87 miles of gravel road damaged by severe flooding. Road repairs include blading the road surface to smooth out scour holes and rebuild the crown, resetting an existing culvert, reconstructing an eroded area that covered the existing culvert, installing a new culvert (provided by USACE) into an eroded area, reconstructing the road surface over the new culvert, and bringing in gravel to place along the road surface. The Contractor will coordinate with the COR on the commencement date of the project. The Contractor will have 120 days to complete the project upon receiving a Notice to Proceed (NTP). Offerors or quoters are urged to inspect the site where the work will be performed. 2.0 General 2.1 Standards and Regulations. The Contractor shall perform to the standards in the contract and comply with all Local, State, and Federal Regulations during the services performed. The Contractor is responsible for ascertaining the extent to which these regulations affect the operations resulting from this contract. The Contractor shall comply will all applicable regulations. Applicable regulations include, but are not limited to the following: a. Engineering Manual (EM) 385-1-1 (USACE – Safety and Health Requirements Manual), dated November 2014; http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf b. Occupational Safety and Health Standards (29 CFR 1910); 2.1.1 Activity Hazard Analysis (AHA). The Contractor shall prepare the AHA in accordance with Paragraph 01.A.14 or 01.A.15 of the EM 385-1-1. If using Paragraph 01.A.15, prepare the AHA IAW Figure 1-2. Note: Contractors and other individual employer’s typically use Job Safety Analyses (JSAs), Job Hazard Analyses (JHAs), or similar Risk Management assessment tools. The government considers equivalent to, and acceptable substitutes for, the USACE’s AHA provided the data collected is the same as that required by the AHA, commensurate with the type of services the contractor is performing. 2.1.2 Abbreviated Accident Prevention Plan (APP). EM 385-1-1 in its entirety may be too complex for the type of work performed under these contracts; contractors may reference Appendix A, for abbreviated Accident Prevention Plan (APP). The Contractor shall only need to submit items in Appendix A that are pertinent to the contract. The contractor shall use a qualified person to prepare the site-specific abbreviated Accident Prevention Plan (APP). The contractor shall prepare the APP in accordance with the format and requirements of the EM 385-1- 1 and supplemented herein. The Contractor shall sign and submit the APP for approval prior to the start of work onsite. 2.2 Measurement and Payment. The government will make payment based on each Unit cost per the Pricing schedule. Refer to the Pricing Schedule and Section 01 22 00.00 2 MEASUREMENT AND PAYMENT. 2.3 Location. Work will occur at Audubon Bend, located approximately 2 miles north of Wynot, Nebraska (See Figures 1 & 2 of attachments). The site entrance is located off of 893 Rd, east of the intersection of 568 Avenue and 893 Road, in Cedar County. 2.4 Staging Area. A public parking area is located at the entrance to the site and is available for use as a staging area. Limited space within the site is also available for the Contractor to stage equipment and/or material. The contractor shall contact the Contracting Officer’s Representative (COR) for staging area needs. This staging area is not secured. Page 1 2.5 Delivery, Storage, and Handling. The Contractor will be responsible to obtain all necessary state and/or local permits to utilize roads and bridges on their route. 2.6 Work Hours and Work Limits. The Contractor is responsible for conducting business between sunrise and sunset, Monday thru Friday except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. The Contractor will notify the COR of expected work hours to assist in coordinating other activities at the site. The road is temporarily closed to the public, but USACE, USACE contractors, and agricultural lessees may access the road during repair operations. The Contractor is to make sure gate is closed and locked every night when work is completed. 2.7 Facilities. No public utilities are available on site. The contractor is responsible for portable toilets. 2.8 Environmental Conditions. The Contractor shall follow all applicable federal, state, and local laws and regulations concerning environmental pollution control and abatement. The site is located off of a county road that receives minimal maintenance. Conditions along 893 Rd may be variable depending on weather and level of use. 2.9 Antiterrorism/Operation Security Requirements. N/A 2.9.2 Pre-screen candidates using E-Verify Program. The Contractor must pre‐screen candidates using the E‐verify Program (http://www.dhs.gov/E‐Verify) website to meet the established employment eligibility requirements. An initial list of verified/eligible candidates must be provided to the COR no later than three (3) business days after the initial contract award. 2.10 Submittals. Prior to commencement of work, the Contractor shall submit the following documents to the COR for review and approval: a. Activity Hazard Analysis (AHA); b. Abbreviated Accident Prevention Plan (APP); c. Project schedule with individual types of work durations and total project’s duration; d. List of owned or rented equipment that will be used on this contract; e. List of who will perform work on this contract; f. Proof of Insurance for Contractors and Subcontractors; g. Specific materials specified in the SOW; h. Road/bridge permits; i. Borrow agreement. 3.0 Materials. The Contractor will meet the following specifications for earth fill materials (soils) to reconstruct eroded areas, gravel, topsoil, and grass seed: • Earth fill materials (soils) must be free of petroleum or other /hazardous materials. Satisfactory materials comprise any materials classified by ASTM D 2487 as GW, GP, GM, GP-GM, GW- GM, GC, GP-GC, GM-GC, SW, SP, SM, SW-SM, SC, SW-SC, SP-SM, SP-SC, CL or CH. Satisfactory materials for grading comprise stones less than 3 inches. Unsatisfactory materials include man-made fills; trash; refuse; backfills from previous construction; and material classified as satisfactory which contains root and other organic matter or frozen material. SOW Page 2 • Gravel must meet the South Dakota DOT surface gravel specifications: Requirement Surface Gravel Sieve Percent Passing 1" 3/4" 100 1/2" No.
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