3 01009 general.docx
DOCX document 30 KB Posted
- Attached to
- PFO JAMES RYEGRASS ALLOTMENT FENCE
- Solicitation number
- 140L6220Q0107
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| 9 James Ryegrass Project 2018 75K.pdf | ||
| Sol_140L6220Q0107.pdf | ||
| 8 Fence Material specs.doc | DOC document | |
| 7 Work Data Sheet.docx | DOCX document | |
| 5 02827 fence removal.docx | DOCX document | |
| 2 Bid Schedule.doc | DOC document | |
| 11 James Ryegrass Fence Drawings.pdf | ||
| 10 James Ryegrass Project 2018 24K Map.pdf | ||
| 4 02825 wood fences and gates.docx | DOCX document |
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Text version
SECTION 01009
GENERAL INFORMATION AND REQUIREMENTS
PART 1: GENERAL
1.1 SUMMARY:
A. Description of Work:
1. Fence Removal
a. Furnishing labor, and equipment to remove approximately 2,680 lineal feet of existing four barbed wire, wood post and T post fence. See section 02827.
b. Location: Work under this Contract is located in Sublette County, Wyoming. Work locations are shown on the maps.
2. Fence Construction
a. Furnishing labor, equipment and materials to construct approximately 6936 lineal feet of top rail, 3 wire fence, 9 stress panels, three post corners, and 1 wire gates.
B. Existing Conditions:
1. Removal and Replace Fences: All existing fence materials shall be hauled off of the site and disposed of in a legal disposal site.
C. Work Data Sheet: Designates the type and quantity of work required at the project location, and dimensions required for typical drawings.
D. Debris: Debris consisting of wood posts and poles shall become the property of the Contractor and shall be removed from the work site. The Contractor shall be responsible for disposal of construction debris in a legal manner, and for payment of any fees required. Burning of debris is not permitted on the work site.
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:
ALSC American Lumber Standards Committee PO Box 210 Germantown, MD 20875
| ANSI | American National Standards Institute | |
| 11 W 42nd St. | ||
| New York, NY 10036 |
AWPA American Wood Preservers' Association P.O. Box 286 Woodstock MD 21163
| AWPA C 1-95 | All Timber Products, Pressure Treatment |
| AWPA C 5-95 | Fence Posts, Pressure Treatment |
| AWPA M 4-95 | Care of Pressure Treated Wood Products |
| AWPA P 5-95 | Waterborne Preservatives |
| AWPA P 8-95 | Oil-Borne Preservatives |
| AWPA P 9-92 | Solvents for Organic Preservative Systems |
CFR Code of Federal Regulations (Available from the Government Printing Office) N. Capitol St. between G and H St., NW Washington, DC 20402
| FS | Federal Standard |
| General Services Administration |
Specifications Branch Room 6039, GSA Building 7th and D Streets, S.W.
Washington, DC 20407
| GSA | General Services Administration |
| F St. and 18th St., NW | |
| Washington, DC 20405 |
| OSHA | Occupational Safety and Health Administration | |
| US Department of Labor | ||
| 200 Constitution Ave., NW | ||
| Washington DC 20210 |
OSHA 2207-91 Construction Industry
| WWPA | Western Wood Products Association | |
| 522 SW 5th Avenue, Yeon Bldg | ||
| Portland, OR 97204-2122 |
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. (There are no applicable requirements.)
1.5 DELIVERY, STORAGE, AND HANDLING:
A. Delivery: The Contractor shall protect products incorporated into the work from damage while in transit to the site.
B. Storage: The Contractor shall 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: The Contractor shall load and unload products in such a manner that protects them from damage.
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.
1.7 PROJECT/SITE CONDITIONS:
A. Access to the Work:
1. Four wheel drive or ATV vehicles may be necessary for access to the site. Access to the work shall be by existing roads, two tracks, and marked paths.
2. Access to the work shall be provided by and at the Contractors expense. No roads shall be constructed by the Contractor or off road driving permitted without prior written permission from the Contracting Officer.
3. Contractor shall exercise care to prevent unnecessary surface disturbance to existing grass, vegetation, and to existing roads and two-tracks.
4. Public, State, or private access roads damaged by the Contractor shall be restored, at the Contractor’s expense, to the same condition they were in at the commencement of work.
B. Environmental Considerations:
1. No blading will be allowed.
1.8 SEQUENCING AND SCHEDULING:
A. Work Schedule: The schedule shall be submitted at the prework conference. When requested, the Contractor shall submit an updated schedule within three calendar days. As a minimum, the estimated start and completion dates shall be shown in the schedule.
PART 2: PRODUCTS
(There are no applicable requirements.)
PART 3: EXECUTION
3.1 PROJECT MEETINGS:
A. PreWork Conference:
1. A prework conference 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. The Contractor shall be prepared to summarize and explain procedures planned for the project.
B. Progress Meetings:
1. Meetings shall be held at the project site, or as determined by the Contracting Officer.
2. Meetings 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. Meeting shall be held at the project site, or as determined by the Contracting Officer.
2. The Contractor shall notify the Contracting Officer in writing at least 3 working days before the completion date so the Government can schedule final inspection.
3. The Contractor shall require the superintendent to be present during this inspection.
3.2 PREPARATION
A. Work Limits and Control Points: Will be established by the Contracting Officer.
PART 4: MEASUREMENT AND PAYMENT
4.1 METHOD OF MEASUREMENT:
A. Units: 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. The Contractor shall include consideration for this item in the bid price for other items of the Contract.
END OF SECTION 01009
James Ryegrass Exclosure & Boundary Fence GENERAL INFO & REQUIREMENTS
01009 - 1
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