SOW_Multi_Reservoir_Fence_Removal.doc

SECTION 01009

GENERAL INFORMATION AND REQUIREMENTS

PART 1: GENERAL

1.1 SUMMARY:

A. Description of Work: The Contractor shall provide all labor, supplies, supervision, tools, materials, equipment, and transportation necessary to remove 4 reservoir fence enclosures and 2 off-site livestock tanks in accordance with the contract. The fences identified as Blackgnat Reservoir, Frodo Reservoir, Leon Baird Reservoir, and Rockwaterhole Reservoir fence consists of a total of approximately 16,034 feet of Four-Wire Post and Rail fence and 1000 feet of Buck and Pole fence. All measurements are to be verified by the contractor. Standard drawing Specifications are attached.

B.

Location: The Fences are located in Washakie County, Wyoming. The work sites are shown on the vicinity maps, location maps and site plans in the drawings package. Work area is remote, and access is limited.

C.

Work Data Sheet: Designates the type and quantity of work required at the project location, and dimensions required for typical drawings.

D. Salvageable Items: Salvageable items consisting of wood, posts, and wire, shall become the property of the Contractor. Items which have become the property of the Contractor shall be removed from 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:

ASTM

American Society for Testing and Materials

100 Barr Harbor Dr.

West Conshohocken PA 19428-2959

ASTM A 121 REV A-92

Zinc-Coated (Galvanized) Steel Barbed Wire

ASTM A 123 REV A-89

Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A 153/A 153M-95

Zinc coating (Hot-Dip) on Iron and Steel Hardware

ASTM A 641-92

Zinc-Coated (Galvanized) Carbon Steel Wire

ASTM A 702-89

Steel Fence Posts and Assemblies, Hot Wrought R1994)

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

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.

Scope: Submittals include design computations, shop drawings, manufacturers' literature, as‑built drawings, samples, and maintenance manuals.

B. Requirements: Refer to specifications for submittals required. Allow at least five working days for review. Submittals shall be delivered to the Contracting Officer.

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 re-submittal.

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

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

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.

1.7 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.

1.8

PROJECT/SITE CONDITIONS:

A.

Access to the Work:

1. The Ellis Allotment Fence is located in high desert terrain. It is 0.2 miles from the nearest paved road, 6.7 miles from Atlantic City Volunteer Fire Department, and 25.1 miles from Lander Regional Hospital. All distances are approximations.

2. Location should be considered remote and a four wheel drive vehicle is highly recommended for access to the site. Access to the work shall be by existing roads and two tracks. Construction of access roads to the work site will not be permitted by the Contracting Officer. Driving off road or making new trails is prohibited. Cross-country travel shall be permitted only along and limited to the fence line and only on the BLM managed side. Much of the work will require materials to be packed in to and out of the job location.

3. 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. Contractor shall work with The Bureau of Land Management to schedule permissions across private land.

B.

Environmental Considerations:

1. Blading of the fence line will not be permitted. Clearing of vegetation is permitted up to 4 feet either side of the fence line, provided no soil is disturbed.

2. All vehicles, trailers, and power equipment used on the job will be power-washed prior to moving on-site, to prevent spread of weed seeds. Contractor shall submit two copies of the record of when and where each piece of equipment was power-washed.

3. If work is performed during times when livestock are present, April through June, a temporary barrier shall be built in any open areas of the fence when the Contractor is not working on the fence.

1.9

SEQUENCING AND SCHEDULING:

A. Work Schedule: The schedule shall be submitted at the pre‑work 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.

1.10 CULTURAL AND PALEONTOLOGICAL STIPULATIONS

A.

Cultural and Paleontological Resources: Any cultural and/or paleontological resource (historic or prehistoric site or object) discovered by the Contractor, or any person working on the Contractor’s behalf, on public or Federal land shall be immediately reported to the authorized officer. The Contractor shall suspend all operations in the immediate area of such discovery until written authorization to proceed is issued by the authorized officer. An evaluation of the discovery will be made by the authorized officer to determine appropriate actions to prevent the loss of significant cultural or scientific values.

PART 2: PRODUCTS

(There are no applicable requirements.)

PART 3: EXECUTION

3.1

PROJECT MEETINGS:

A.

Pre‑Work Conference:

1. A pre‑work 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 and present the submittals requested in the specifications.

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.

3.3

SALVAGEABLE ITEMS

A.

Requirements: Salvageable items shall become the property of the Contractor. Items which have become the property of the Contractor shall be removed from the work site.

3.4

DISPOSAL OF DEBRIS

A. Requirements: 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. 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. Burning of removed materials is not permitted on the work site.

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. 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

DATA WORKSHEET

SECTION 02824 ‑ FENCES AND GATES (REMOVAL)

Blackgnat Reservoir: Work will involve the removal of ~2,100’ fence; 580’ post & pole, and 1,520’ of 4 strand wire. And the removal of an off-site fiberglass livestock water tank (see photos).

Frodo Reservoir: Work will involve the removal of ~3,014’ fence; 520’ post & pole, and 2,494’ of 4 strand wire. And the removal of an off-site fiberglass livestock water tank (see photos).

Leon Baird Reservoir: Work will involve the removal of ~3,060’ fence; 715’ post & pole, 240’ chain link, and 2,105’ of 4 strand wire, (see photos).

Rockwaterhole Reservoir: Work will involve the removal of ~7,860’ fence; 635’ post & pole, and 7,225’ of 4 strand wire.

Fence Removal Totals

· 13,344’ of 4 Strand wire fence

· 2,450’ of post and pole fence

· 240’ of chain link fence off-site fiberglass livestock water tanks

SECTION 02827

FENCE REMOVAL

PART 1: GENERAL

1.1 SUMMARY

A. Section Includes: Removal: Completely removing a total of 16,034 feet of Four-Wire Post and Rail fence, and 1000 feet of Buck and Pole fence fencing materials including poles, posts, barbed and smooth wire, clips, stays, and any other hardware.

Requirements: Access roads shall not be constructed along fence lines or to the jobsite unless written approval is granted by the Contracting Officer. Cross‑country travel with wheeled or tracked vehicles shall be only to and along fence lines and only on the BLM side.

PART 2: PRODUCTS

2.1 MATERIALS

A.

Requirements: Furnish materials required to remove fences. See Section 01009 General Information and Requirements regarding salvaged materials.

PART 3: EXECUTION

3.1 REMOVAL/ERECTION

A. Removal of Existing Fences: Completely remove fences, panels, and gates.

B. Disposal of debris shall be according to Section 01009 General Information and Requirements.

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

Payment will be made at the Contract price, as indicated in the Bid Schedule, and will include full compensation for the work described in the Contract.

END OF SECTION