MCR_Long_Dike_Material_SOW_2022.pdf
PDF 283 KB Posted
- Attached to
- NC-CURRITUCK NWR -LONG DIKE GRAVEL 2022
- Solicitation number
- 140F0922Q0088
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Other files
| File | Type | Posted |
|---|---|---|
| Sol_140F0922Q0088_Amd_0001.pdf | ||
| Aerial_Map.pdf | ||
| Price_Schedule_for_140F0922Q0088.pdf | ||
| Wage_Determination_No__2015-4341.pdf | ||
| Sol_140F0922Q0088.pdf |
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Text version
STATEMENT OF WORK
2022 GAOA PROJECT
CRUSH ‘N RUN FOR LONG DIKE TRAIL
GENERAL INFORMATION AND REQUIREMENTS
PART 1: GENERAL
1.1 PROJECT DESCRIPTION
A. Furnish all equipment, supplies, labor, and materials to provide approximately
1,800 tons of crush n’ run material to the Mackay Island National Wildlife Refuge (NWR), Knotts Island, North Carolina.
Base Bid:
Furnish 1,800 tons of crush n’ run material to the Mackay Island NWR (see map). Rock should be delivered to the project area on Long Dike Trail (road highlighted in green) and tailgate spread in the roadbed per staff direction where refuge staff will further spread the rock. If refuge staff are unable to keep up with rock deliveries at the project site, rock will be tailgate spread starting from the endpoint of the previous load. Provide a price per ton inclusive of all costs, overhead, and profit.
B. Delivery or Site Visit Point of Contact (POC): Mike Hoff (757) 615-5144.
C. Means and Methods. Means and methods are the contractors.
D. Period of Performance: 45 days from Notice to Proceed
1.2 COST
A. Contractor must provide a price per ton.
B. Costs of all required work including labor, equipment, materials, weighing, testing, transportation, overhead, profit, and contractor owed taxes are to be included in the price.
C. Measurement for Payment: Material shall be weighed on platform scales furnished at the
Contractor’s expense or on public scales, provided that weight tickets are prepared by certified weighmasters. Weight tickets shall include, at a minimum, the date, truck number, gross weight, tare weight, net weight, time of weighing, and signature of certified weigh-master. Payment will be made at the unit price bid per ton in the schedule. Payment will be made for only quantities listed in the schedule.
1.3 CODE COMPLIANCE
Comply with the following listed codes and standards:
OSHA Safety and Health Standards for the Construction Industry (29 CFR Part 1926).
1.4 PERMITS
Contractor is responsible for any other permits needed.
1.5 UTILITIES
Power and water is not available at the site. The Contractor shall make all arrangements to provide power and water if needed for its operations.
1.6 USE OF PREMISES
A. Contractor activities are limited to Refuge hours of work: 7:00 a.m. to 4:00 p.m., Monday through Friday. Work outside these hours, on weekends, or Federal holidays is not permitted unless approved in writing by Mike Hoff.
B. Daily housekeeping is required to ensure trash and debris do not leave site or affect nearby areas (example: lunch bags, soda or water bottles or trash of any kind). Remove surplus trash, and debris, and legally dispose of them off Refuge's property.
C. Contractors must stay on designated roads.
D. Contractor must obey all posted speed limits (35 mph) while on the Refuge property.
1.7 SUBMITTALS
A. Product data for base material.
B. Weight tickets for all material.
PART 2 - PRODUCTS
2.1 BASE MATERIAL
A. Crush n’run material.
B. Crushed concrete is not acceptable.
C. Provide weight tickets to POC or other designated refuge official with each load of rock delivered for the work. Weight tickets shall include, at a minimum, the date, truck number, gross weight, tare weight, net weight, time of weighing, and signature of certified weighmaster.
PART 3 - EXECUTION
3.1 COMPLIANCE
A. Comply with specified codes and standards to ensure safe and satisfactory project completion.
3.2 BASE MATERIAL PLACEMENT
A. Requirements for Roadway Delivery: Tailgate spread base material in the area marked on the attached map. To be delivered upon the request of POC once the notice to proceed is agreed on by both parties.
B. Tailgate spread for the purposes of this project simply means using chains to limit the opening of the tailgate while moving in a forward direction to spread material as evenly as possible along the trail. The desired thickness is 4 inches but is not a requirement of the contract but simply a measure help refuge personnel who are responsible for the final grade.
3.3 Contractor must plan for weather. Rain or flooding could affect contractor’s delivery schedules, or any other unexpected Refuge or Homeland Security Operations in the area.
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