01009 General Information and Requirements.docx
DOCX document 29 KB Posted
- Attached to
- SPLIT ROCK REC SITE PARKING LOT REBUILD
- Solicitation number
- 140L6221R0001
About this file
This document outlines requirements for a federal construction contract opportunity with the Bureau of Land Management to rebuild a parking lot at the Split Rock recreation site in Wyoming. The project involves milling and removing existing asphalt and base materials, reinstalling a subbase and base, and placing approximately 1,200 cubic yards of new six-inch thick structural concrete across 5,880 square yards. Work will take place between mid-August to September at the site located near Muddy Gap, Wyoming. The contractor must furnish all labor, equipment, materials, and supervision for the work. The pre-bid meeting will cover project drawings, specifications, and administrative requirements, with the contractor to summarize planned procedures and submit required documentation.
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Text version
| DIVISION 1 | SECTION 01009 |
| GENERAL REQUIREMENTS | GENERAL INFORMATION AND REQUIREMENTS |
PART 1: GENERAL
1.1 SUMMARY
A. Description of Work: For the Wyoming BLM Split Rock Parking Lot Rebuild Project, furnish labor, equipment, supplies, and materials, to mill approximately 5,880 square yards of existing asphalt, remove existing base and sub-base. Reinstall sub-base, base, and place approximately 1,200 cubic yards at 6 inches thick of new structural concrete.
B. Location: Work under this Contract is in Natrona County, near Muddy Gap, Wyoming. Lat is 42.453221 Long -107.545883
C. Work Data Sheet: Designates the type and quantity of work required at each project location, and dimensions required for typical drawings.
1.2 REFERENCES
A. Referenced Specifications/Standards with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. Copies of the referenced specifications/standards referred to herein may be procured by the Contractor, from the following:
| AASHTO | American Association of State Highway and Transportation Officials |
| 444 North Capitol Street, N.W., Suite 249 | |
| Washington, DC 20001 |
| AI | Asphalt Institute |
| PO Box 14052 | |
| Lexington KY 40512-4052 |
| ASTM | American Society for Testing and Materials | |
| 100 Barr Harbor Dr. | ||
| West Conshohocken PA 19428-2959 |
| DOT | Department of Transportation | |
| 400 Seventh St., SW | ||
| Washington, DC 20590 |
| NAPA | National Asphalt Pavement Assoc. | |
| NAPA Building | ||
| 5100 Forbes Blvd. | ||
| Lanham, MD 20706-4413 |
1.3 DEFINITIONS
A. Approvals: Approval of the submittals is an indication that the Contractor's submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer's attention in writing. After approval of an item, submit a substitute for approval when the approved item cannot be purchased or delivered in time to avoid delay in completion of the project.
1.4 SUBMITTALS
A. Scope: Submittals include design computations, shop drawings, manufacturers' literature, asbuilt drawings, samples, and maintenance manuals.
B. Requirements: Refer to specifications for submittals required. Allow at least ten (10) working days for review.
| C. | Identification of Submittals: Completely identify each submittal by showing at least the following information: |
| 1. | Name and address of submitter, plus name and telephone number of the individual to contact for further information. |
| 2. | Name of project as it appears in these specifications. |
| 3. | Contract number, drawing number, and specification section number to which the submittal applies. |
| 4. | Whether this is an original submittal or resubmittal. |
| 5. | Each item shall clearly note the manufacturer's name and address, trade name, product, lot, style, color, catalog designation or model number, and locations of use. |
1.5 CERTIFICATES OF CONFORMANCE
A. Requirements: The Contracting Officer may permit use, prior to sampling and testing, of materials when accompanied by Certificates of Conformance. Materials used on the basis of a Certificate of Conformance may be sampled and tested. Installation of materials on the basis of Certificates of Conformance shall not relieve the Contractor of responsibility for incorporating materials which conform to the requirements of the drawings and specifications. Material not conforming to those requirements will be subject to rejection, whether in place or not.
| B. | Format: The Certificate of Conformance provided by the supplier shall: |
| 1. | State that the named product conforms to the Contract requirements. |
| 2. | Either be accompanied with a certified copy of the test results, or certify that such test results are on file with the manufacturer and will be furnished to the Contracting Officer upon request. |
| 3. | Provide the name and address of the manufacturer, the testing agency, and the date of tests. |
| 4. | Set forth the means of identification which will permit field determination of the product delivered as being the product covered by the certification. |
1.6 QUALITY ASSURANCE
A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference, with the same force and effect as when they were given in full text.
B. Conflict: Where a conflict occurs between reference documents and project specifications, the project specifications shall govern.
C. Measurements: Where approved manufacturer's diagrams and shop drawings give specific measurements or roughin dimensions for equipment, these dimensions shall take precedence over dimensions indicated on the drawings.
D. Equipment: Prior to ordering equipment, verify dimensions and functions of equipment proposed for use. Be certain the equipment is compatible with the structural and architectural features of the work, avoids conflicts with equipment of other crafts, and that it will fit in the space provided.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Delivery: Protect products incorporated into the work from damage while in transit to the site. Products must be delivered in original unopened containers with manufacturer's name, brand designation, and contents legibly indicated. The containers shall bear the referenced specification number, type, and class as applicable.
B. Storage: Provide temporary storage facilities for products. Storage shall comply with the manufacturer's instructions. The storage area shall permit access for inspection and handling.
C. Handling: Load and unload products protecting them from damage.
1.8 PROJECT/SITE CONDITIONS
A. Access to the Work: The work site is accessible from U.S. Highway 287. The work locations are shown on the site map.
B. Work Availability: Work will be between Mid-August to September (approximately two weeks).
1.9 SEQUENCING AND SCHEDULING
A. Work Schedule: The schedule shall be submitted at the prework conference. When requested, submit an updated schedule within 3 calendar days. As a minimum, the estimated start and completion dates shall be shown in the estimate.
PART 2: PRODUCTS
(There are no applicable requirements.)
PART 3: EXECUTION
3.1 PROJECT MEETINGS
| A. | PreWork Conference: |
| 1. | Will be held prior to the start of work. The Contractor will be notified in advance of meeting time, date and place. The purpose will be to review required work, project drawings and specifications, construction schedules, payroll and payments, and administrative provisions of the Contract. |
| 2. | The Contractor, subcontractors and the persons responsible for coordination of the work shall be present at the meeting. |
| 3. | Be prepared to summarize and explain procedures planned for the project and present the submittals requested in the specifications. |
| B. | Progress Meetings: |
| 1. | To be held at the project site, or as determined by the Contracting Officer. |
| 2. | May be called by either the Contracting Officer or the Contractor. Request shall state who should attend and include an agenda. |
| C. | Final Inspection: |
| 1. | To be held at the project site, or as determined by the Contracting Officer. |
| 2. | Notify the Contracting Officer in writing at least five (5) working days before the completion date so the Government can schedule final inspection. |
| 3. | The superintendent shall be present during this inspection. |
3.2 PREPARATION
A. Work Layout: The Government will provide drawings to give the Contractor measurements, lines, and grades necessary for the work to be executed under the contract.
B. Work Limits: Will be established by the Contracting Officer.
3.3 DISPOSAL OF DEBRIS
A. Requirements: Items or debris not designated as salvage for the Government shall become the property of the Contractor. Disposal of materials in a legal manner and payment of fees required is the Contractor's responsibility. Sale of material onsite is not allowed unless authorized in writing by the Contracting Officer. When hazardous materials are encountered during demolition operations, comply with applicable federal, state, and local regulations, laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. Burning of removed materials is not permitted on the work site.
3.4 WARRANTY
| A. | Requirements: Materials and equipment furnished under this Contract shall be covered by the most favorable commercial warranties given to customers for such materials or equipment. The rights or remedies provided herein are in addition to and do not limit rights afforded to the Government by other clauses of this Contract. With respect to warranties, expressed or implied, from manufacturers or suppliers for materials or equipment furnished under the Contract the Contractor shall: |
| 1. | Obtain warranties that would be given in normal commercial practices. |
| 2. | Require warranties to be executed, in writing, for the benefit of the Government. |
| 3. | Submit warranties to the Contracting Officer prior to the final inspection. |
PART 4: MEASUREMENT AND PAYMENT
4.1 METHOD OF MEASUREMENT
A. Units: The work described in this section will not be measured for payment.
4.2 BASIS OF PAYMENT
A. Payment: No direct payment for the work described under this section will be made. Consideration for this item shall be included in the bid price for other items of the Contract.
END OF SECTION
WFO BLM Split Rock Parking Lot Rebuild Project 01009 -
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