02 01009 CONTINENTAL WATER WELLS.docx

DIVISION 1 SECTION 01009

GENERAL REQUIREMENTS GENERAL INFORMATION AND REQUIREMENTS

Rev. 05-91

PART 1: GENERAL

1.01 SUMMARY:

A. All work done under this contract will be performed by a contractor currently licensed and in good standing with the Wyoming Board of Examining Water Well Drilling Contractors and Water Well Pump Installation Contractors.

B. All water well work done under this contract will be completed in a manner as to meet or exceed the State of Wyoming Minimum Well Construction Standards.

C. Description of Work: Furnishing all labor, equipment, supplies, and materials, to drill, construct and develop four water wells.

D. Location: Work under this Contract is located in Sweetwater County Wyoming. The work location is shown on the drawings and listed on the Work Data Sheet.

E. Work Data Sheet: Designates the type and quantity of work required at the project locations, and dimensions required for typical well construction.

1.02 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 1916 Race Street Philadelphia, PA 19103

AWWA American Water Works Association 6666 West Quincy Avenue Denver, CO 80235

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

PCA Portland Cement Association 5420 Old Orchard Road Skokie, Il 60076

API American Petroleum Institute 1220 L Street Washington, DC 20005

AWS American Welding Society, Inc.

P.O. Box 351040 Miami, FL 33135

1.03 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 form of the Certificate of Conformance provided by the supplier shall be as follows:

1. The certificate shall state that the named product conforms to the Contract requirements.

2. The certificate shall 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. The certificate shall provide the name and address of the manufacturer, the testing agency and the date of tests.

4. The certificate shall set forth the means of identification which will permit field determination of the product delivered as being the product covered by the certification.

1.04 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.

1.05 DELIVERY, STORAGE, AND HANDLING:

A. Delivery: The Contractor shall 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.

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 until installation on the project.

1.06 PROJECT/SITE CONDITIONS:

A. Access to the Work:

1. Access to work shall be provided by and at the Contractor's expense.

2. Public or private access roads damaged by the Contractor shall be restored at the Contractor's expense and to the same condition as they were at the commencement of work.

3. Construction of access roads to the work will not be permitted. Access to the work shall be by existing roads and trails.

B. Environmental Considerations:

1. The Contractor shall exercise care to prevent unnecessary surface disturbance of the work areas.

2. The Contractor shall not travel cross-country when ground is wet enough to cause rutting.

1.07 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 3 calendar days.

PART 2: PRODUCTS

See Division 2, Section WY-02764 SITEWORK, Well Drilling and Casing, Part 2: Products, for Products requirements for this Project.

PART 3: EXECUTION

3.01 PROJECT MEETINGS:

A. PreWork Conference:

1. Notification: 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, required forms/format for recording drilling and logging information, and administrative provisions of the Contract.

2. Attendance: The Contractor, subcontractors and the persons responsible for coordination of the work shall be present at the meeting.

3. Presentation: The Contractor shall be prepared to summarize and explain procedures planned for the project.

B. Progress Meetings:

1. Location: Meetings shall be held at the project site, or as determined by the Contracting Officer.

2. Notification: Meetings may be called by either the Contracting Officer or the Contractor. Request shall state who should attend and include 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 three 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.

3.02 WORK LAYOUT:

A. Requirements: The Government will set a stake to give the Contractor the well location.

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT:

A. Units: The work described in this section will not be measured for payment.

4.02 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 - 1

HIGH DESERT DISTRICT CONTINENTAL PEAKS WATER WELLS