01009 General Information and Requirements.docx
DOCX document 27 KB Posted
- Attached to
- BLUEBANK LOW WATER CROSSING Federal contract opportunity
- Solicitation number
- 140L6220Q0085
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Text version
SECTION 01009
GENERAL INFORMATION AND REQUIREMENTS
PART 1: GENERAL
1.1 SUMMARY
A. Description of Work: Furnishing labor, equipment, supplies, and materials, to construct a low water crossing (Ford) approximately 385 linear feet and 20 feet wide as per specifications on BLM Blue Bank Road (1411).
B. Location: Work under this Contract is located in Washakie, County. The work locations are shown on the 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:
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, and samples.
B. Requirements: Refer to specifications for submittals required. Allow at least ten (10) working days for review. Submittals shall be delivered to the Bureau of Land Management, 101 S. 23rd Street, Worland, Wyoming, 82401.
| 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 project area is located in central Wyoming, in the Wind River Basin in Washakie County in T45N R89W Section 33. Latitude is 43.819973, Longitude is -107.533657. Take Highway 16 east towards Ten Sleep. Blue Bank road is approximately 20 miles from Worland Wyoming.
B. Environmental Considerations: Work shall be contained within the limits of the project. No off road vehicle traffic will be allowed. Work shall not be conducted during wet and muddy conditions or when ground is frozen.
1.9 SEQUENCING AND SCHEDULING
A. Work Schedule: The schedule shall be submitted at the prework conference. When requested, submit an updated schedule within three (3) calendar days. As a minimum, the estimated start and completion dates shall be shown in the estimate.
PART 2: PRODUCTS
A. Aggregate: Aggregate shall meet requirements as stated in Section 02730 Aggregate Surfacing.
B. Geo-Fabric: Geo-Fabric shall meet or exceed the requirements for Type III-B Geo-Textile Fabrics. The Geo-Fabric shall be anchored (keyed into place) as per manufacture specifications.
C. Geo-Cell: Geo-Cell Sheets shall be HDPE with an overall nominal height of four (4) inches. Induvial cell size shall be consistent with industry standards. Cells shall be placed directly on the Geo-Fabric and anchored in such a manner as to remain open and in place for filling with aggregate and compaction.
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 three (3) 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 Limits: Will be established by the Contracting Officer.
3.3 SALVAGEABLE ITEMS
A. No Salvage items anticipated for this project
3.4 DISPOSAL OF DEBRIS
A. Requirements: Items or debris 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. Burning of removed materials is not permitted on the work site.
3.5 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
GENERAL INFORMATION AND REQUIREMENTS
04/2020 WFO Blue Bank Low Water Crossing Project
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