A04_BFO_Weston_Hills_2024_SOW.doc

SECTION 01009 – GENERAL INFORMATION AND REQUIREMENTS

SECTION 01009 – GENERAL INFORMATION AND REQUIREMENTS

PART 1: GENERAL

1.1

SUMMARY:

A.

Description of Work: Furnishing labor, equipment, supplies, and materials to perform ditch blading (75 feet), install one eighteen (18) inch CMP culvert 25 ft. in length. Repair existing 10 water bars, screen and stockpile 150 cubic yards of in-situ borrow with a 3 inch minus screen. Rejected aggregate greater than 3 inches can remain at the borrow site. The stockpiled aggregate will also be at the borrow site. The contractor shall provide at least one week notice to the BLM before starting work on the road. The road has aggregate surfacing. A Pre-award site visit will occur at the Weston Road.

B.

Location: Work under this Contract is in Campbell County, Wyoming.

Weston Hills road entrance: 44.6371, -105.33629 Weston Hills In-situ borrow area and stockpile area: 44.63858, -105.38081.

Weston Hills 18” CMP culvert installation and ditch blading: 44.64308, -105.38584

Existing water bars repair, TBD upon pre-bid site visit.

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:

MUTCD

Manual on Uniform Traffic Control Devices for Streets and Highways

Superintendent of Documents

Government Printing Office

Washington, DC 20402

OSHA

Occupational Safety and Health Administration's Standards

U.S. Department of Labor

Occupational Safety and Health Administration

Denver Area Office

333 West Colfax Avenue

Denver, CO 80204

1.3 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.

1.4 PROJECT/SITE CONDITIONS:

A.

Access to the Work: Access is via Wyoming State Highways and County roads.

1.5 SEQUENCING AND SCHEDULING:

A.

Work Schedule: The schedule for the upcoming season shall be submitted at the pre‑work conference. When requested, the Contractor shall submit an updated schedule within 3 calendar days.

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 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 Layout: If requested, the Government will set construction stakes to give the Contractor measurements, lines, and grades necessary for the work executed under the Contract. Baseline monuments or benchmarks disturbed or removed during construction shall be reset by the Contractor at the Contractor's expense.

B.

Work Limits and Control Points: None needed.

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. The Contractor shall include consideration for this item in the bid price for other items of the Contract.

END OF SECTION

Weston Hills Road Grading and Reclamation 2022 01009-1

Weston Hills Road Grading and Reclamation 2022 01009-3