Inactive

STATEMENT OF WORK: Contractor shall furnish all materials, equipment, labor and supervision to remove existing wooden fence and install pipe safety rails and concrete to provide safety and security at... STATEMENT OF WORK: Contractor shall furnish all materials, equipment, labor and supervision to remove existing wooden fence and install pipe safety rails and concrete to provide safety and security at Jefferson Ridge Loop 3 at Dierks Lake Project. Description/Scope of Work: Locations of pipe barrier are as follows: Map with LAT and Long included: 94.113894/34.151423 ,94.113561/34151445 1. Contractor shall remove approx. 130 feet of existing wooden fence and dispose of off Govt property. Wood posts will be cut off at ground level and not excavated to prevent damage to underground utilities. 2. Contractor shall provide approximately 130 linear feet of standard guardrail system compliant with 385-1-1 paragraph 21.F.01 in accordance with the attached specification and located where directed by the Contracting Officer. 3. Contractor shall install 3000 PSI, 4 inch min thick concrete with fiber extending from existing concrete to back edge of retaining wall to West end of existing wooden fence. Concrete will also have a 10-12 inch footing along all edges. Area from electric conduit east to light pole will be filled with ¾ grey rock with fines. 4. Concrete shall be broom finished with ½ in slope towards retaining wall to prevent pooling. Contractor shall be responsible for repairing any honeycomb or pooling in concrete 5. Exact Location will be shown at pre-bid site visit. 6. All disturbed ground shall be raked down and debris removed and areas seeded with rye grass and spread hay on disturbed areas. Any debris or trash left as a result of this contract shall be disposed of off of Govt. Property. 7. Contractor shall be responsible for location of all underground utilities and if any are damaged contractor shall be responsible for repairing. 8. Contractor shall adhere to Corps of Engineers Safety Manual 385-1-1 All bidders are encouraged to attend the pre-bid site visit. For more information please Contact Darell Argenbright at 501-324-6550 or cell# 870-784-4857 or for contract information Brandee Wright at 501-340-1466 RFIs to this solictation have been added Railing Specifications, 13 SEP 19 - Section 05-52-00 Metal Railings Part 1 General, 1.2 Administrative Requirements, 1.2.1 Preinstallation Meetings - Within 30 days of contract award, submit fabrication drawings to the Contracting Officer for the following items: a. Steel Railings and handrails; b. Anchorage and fastening systems. The original solicitation Section 11 states The Contractor shall begin performance within 5 calendar days and complete within 45 calendar days after receiving award. Government Response: The Contractor shall begin performance within 5 calendar days and complete all work and clean up within 45 calendar days after receiving award due to all fabrication being done on site and no drawings being submitted prior to work beginning. Is there a new completion timeline based upon the drawings and anchorage and fastening systems submission requirement in the Railings Specifications document? If so, what is the new timeline? Government Response: There will be no drawings and anchorage and fastening systems submission requirement for this contract. All work shall be fabricated on site to match any existing handrails. What is the expected timeline for government approval of the Fabrication Drawings and Anchorage and Fastening Systems product data? Government Response:There will be no drawings and anchorage and fastening systems submission requirement for this contract. All work shall be fabricated on site to match any existing handrails. Railing Specifications, 13 SEP 19 - Section 05-52-00 Metal Railings Part 2 Products, 2.2.5.1 Steel Handrails Provide steel railings of 2 in nominal size, hot-dip galvanized. Part 2 Products, 2.2.3 Steel Pipe - Provide pipe conforming to ASTM A53/A53M...(Schedule 40) Government Response: Steel Pipe - Provide pipe conforming to ASTM A53/A53M (Schedule 40) Shall be used for construction of metal handrails. Is this nominal dimension ID or OD? Government Response: Nominal dimension is OD and as close to 2" as possible to match existing metal handrails Railing Specifications, 13 SEP 19 - Section 05-52-00 Metal Railings Part 2 Products, 2.1 Fabrication - Preassemble items in the shop to the greatest extent possible. Will the government provide dimensioned elevation drawings showing the changes in elevation across the installation site with finished concrete elevation? Government Response: Will be no government provided dimensioned elevation drawings showing the changes in elevation across the installation site with finished concrete elevation due to all fabrication being done on site. Alternate line item for bid. Would it be in the best interest of the government to offer an either/or bid item for shopfabricated and galvanized or fabricated in place and painted handrails? The existing pipe railings at the site are 2" OD fabricated in-place painted structures. Shop fabricated, galvanized handrails as specified in the amendment would require significantly more time and expense than the originally solicited items. Fabricated in-place, painted handrails conforming to 29 CFR 1926.502 Fall Protection Systems Criteria and Practices would match the existing handrails at the site, could be completed within the original 45 day time period and offer a substantial cost savings to the government. Government Response: Fabricated in-place, painted handrails conforming to 29 CFR 1926.502 Fall Protection Systems Criteria and Practices is what the government is asking for on this contract. All material shall be new and rust free at time of delivery to the site. All metal shall be welded solid to keep insects and water out, all welds ground down to a smooth finish. All metal shall be premiered and painted to match existing handrails.