Attachment_0001_LaBarge_Water_Wells_General_Requirements.pdf

DIVISION 1 SECTION 01009

GENERAL REQUIREMENTS GENERAL INFORMATION AND REQUIREMENTS

Rev. 05-91

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HIGH DESERT DISTRICT NORTH LABARGE COMMON WATER WELLS

PART 1: GENERAL

1.1 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 current State of Wyoming Minimum Well Construction Standards.

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

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

Well Site: Location:

Chimney Butte #2 42.436338N,110.183827W Calpet Pit #1 42.341092N,110.294773W Radio Tower Well 42.385705N,110.151084W Calpet Pit #5 42.29867N, 110.229634W Calpet Pit #2 42.240538N, 110.250943W Calpet Pit #4 42.262816N, 110.273425W White Flat Pit 42.277044N, 110.274021W Calpet Pit #3 42.241584N, 110.280191W

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

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:

AASHTO American Association of Highway Transportation Officials

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444 North Capitol Street NW Suite 249 Washington D.C. 20001

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

NSF National Sanitation Foundation

P.O. Box 130140 Ann Arbor, MI 48105

1.3 SUBMITTALS:

A. Scope: Submittals include schedules, product data, manufacturer's literature, Certificates of

Conformance, Material Safety Data Sheets (MSDS), yield test results, pumping test reports, water quality test results (if required), well completion reports, and well log reports.

B. Requirements: Refer to specifications for submittals required. Allow at least 3 working days for review. Submittals shall be delivered to the Contracting Officer.

C. Certificates of Conformance: 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.

D. Format: The form of the Certificate of Conformance provided by the supplier shall be as

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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.

E. 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.

1.4 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.

1.5 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 which will

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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.

1.6 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. Access to the work shall be by existing roads and trails. Exceptions must be provided in writing by the Contracting Officer.

4. Access construction shall be done only with written approval from the Contracting Officer.

5. Survey monuments or markers disturbed or removed during construction shall be reset at the Contractors expense.

B. Environmental Considerations:

1. The Contractor shall exercise care to prevent unnecessary surface disturbance of the work areas (including areas for storage of materials, parking, staging, and camping areas) and shall be confined to areas approved by the Contracting Officer.

2. In the event the surrounding landscape is disturbed, the Contractor shall restore that area at the Contractor's expense.

3. The Contractor shall not travel cross-country when ground is wet enough to cause rutting and any cross-country travel must be approved by the Contracting Officer.

1.7 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 3 calendar days.

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PART 2: PRODUCTS

See Division 2, Section 02760 North LaBarge Common Water Wells, Part 2: Products, for Products requirements for this Project.

See Division 2, Section 02761 North LaBarge Common Water Wells Drilling and casing, Part 2: Products, for Products requirements for this Project.

See Division 2, Section WY-02762 North LaBarge Common Water Wells testing, Part 2:

Products, for Products requirements for this Project.

PART 3: EXECUTION

3.1 PROJECT MEETINGS:

A. Pre-Work Conference:

1. Notification: 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, forms/format for required reports and tests (drilling and logging information, yield tests, pumping tests, water quality analysis, alignment test, etc.), 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 and present the submittals as requested in the specifications.

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:

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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.

3.2 PROTECTION OF EXISTING PROPERTIES

A. General

1. Take precautions to protect all adjoining private and public property and facilities, including underground and overhead utilities, structures, and fences. Restore or replace all disturbed or damaged facilities to its original condition at Contractor’s expense to include all fees associated with the locates, taking necessary steps and precautions to protect buried utilities.

2. Contact utility owners using the Wyoming One Call System for utility locates before starting work. The Contractor is also responsible for ensuring that all private utilities are located within the work area. Protect the utilities exposed during the work and prevent damaging underground utilities adjacent to excavations. Immediately notify the utility owner of any construction damage. Repairs of damage to utilities are at the expense of the Contractor.

3.3 WORK LAYOUT:

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

3.4 SALVAGEABLE ITEMS:

A. Identification of salvageable items shall be done by the Contracting Officer.

B. Salvageable items shall become the property of the Government. Remove and store items at locations and as directed by the Contracting Officer (CO). The Contractor shall replace or reimburse the Government for items lost or destroyed during removal.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT:

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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