01009 General Information and Requirements Worland Hazmat Building REVISED102120.rtf

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WORLAND HAZMAT BUILDING CONCRETE PADS
Solicitation number
140L6221Q0015
Issued by

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GENERAL INFORMATION AND REQUIREMENTS

WFO Prefabricated Flammable Storage Lockers

SECTION 01009

GENERAL INFORMATION AND REQUIREMENTS

PART 1: GENERAL

1.1 SUMMARY

Description of Work: Furnishing labor, equipment, supplies, and materials, to pour two (2) 20 foot X 20 foot concrete pads as per drawings.
Work will include 30 cubic yards of earthwork to level the sites for the buildings

Work will include 2 concrete pads with a curb to contain any spillage when transferring fluids outside of the hazmat storage lockers.

B. Location: Work under this Contract is located in Washakie County, Wyoming. The work site is located on West River Road, Highway 433. The work location is shown on the maps.

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:

ACIAmerican Concrete Institute
38800 Country Club Dr
Farmington Hills, MI 48331
www.concrete.org
AISCAmerican Institute of Steel Construction
1 E Wacker Dr., Suite 3100
Chicago, IL 60601
www.aisc.org
AISIAmerican Iron and Steel Institute
25 Massachusetts Avenue
NW, Suite 800
Washington, DC 20001
www.steel.org
ANSIAmerican National Standards Institute
1899 L Street, NW, 11th Floor
Washington, DC 20036
www.ansi.org
ASTMAmerican Society for Testing and Materials
100 Barr Harbor Dr.
West Conshohocken PA 19428-2959
www.astm.org
AWSAmerican Welding Society, Inc.
8669 NW 36th St
Ste 130
Doral, FL 33166
www.aws.org
GSAGeneral Services Administration
1 Denver Federal Center
Denver CO 80225
www.gsa.gov
NAAMMNational Association of Architectural Metal Manufacturers
www.naamm.org
NACENational Association of Corrosion Engineers
15835 Park Ten Place
Houston, TX 77084
www.nace.org
NISTNational Institute of Standards and Technology
US Department of Commerce
100 Bureau Drive
Gaithersburg, MD 20899
www.nist.gov
OSHAOccupational Safety and Health Administration
US Department of Labor
200 Constitution Ave., NW
Washington DC 20210
www.osha.gov
PCAPortland Cement Association
5420 Old Orchard Road
Skokie, IL 60077
www.cement.org
SJISteel Joist Institute
140 West Evans Street
Suite 203
Florence, SC 29501
steeljoist.org
B.Referenced Codes with Abbreviations and 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 codes referred to may be procured by the Contractor from the following:
1.3DEFINITIONS

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 10 working days for review. Submittals shall be delivered to 101 S. 23rd Street, Worland, WY 82401.

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 resubmittal.
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 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.

1.6 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.

C. Measurements: Where approved manufacturer's diagrams and shop drawings give specific measurements or rough‑in dimensions for equipment, these dimensions shall take precedence over dimensions indicated on the drawings.

D. Equipment: Prior to ordering equipment, verify dimensions and functions of equipment proposed for use including the electrical service requirements.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Delivery: 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: 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: Load and unload products protecting them from damage.

1.8 PROJECT/SITE CONDITIONS

A. Access to the Work: Work is accessed on West River Road, Highway 433, Washakie County near Worland, WY. Location is approximately 5 miles North of Worland.

1.9 SEQUENCING AND SCHEDULING

Work Schedule: The schedule shall be submitted at the pre‑work conference. When requested, submit an updated schedule within 3 calendar days. As a minimum, the estimated start and completion dates shall be shown in the estimate.

1.10 ONE CALL

Contractor is responsible for calling “One Call of Wyoming” to locate all underground utilities.

PART 2: PRODUCTS

(There are no applicable requirements.)

PART 3: EXECUTION

3.1 PROJECT MEETINGS

A.Pre‑Work Conference:
1.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.Be prepared to summarize and explain procedures planned for the project and present the submittals requested in the specifications.
B.Progress Meetings:
1.To be held at the project site, or as determined by the Contracting Officer.
2.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.To be held at the project site, or as determined by the Contracting Officer.
2.Notify the Contracting Officer in writing at least 3 working days before the completion date so the Government can schedule final inspection.
3.The superintendent shall be present during this inspection.

3.2 PREPARATION

A. Work Layout: The Government will provide approximate location of buildings. Contract shall verify location before commencing work under this contract. Baseline monuments or benchmarks disturbed or removed during construction shall be reset by the Contractor at the Contractor's expense.

B. Work Limits: Will be established by the Contracting Officer.

3.3 DISPOSAL OF DEBRIS

A. Requirements: Items or debris not designated as salvage for the Government shall become the property of the Contractor. 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.

3.4 WARRANTY

A.Requirements: Materials and equipment furnished under this Contract shall be covered by the most favorable commercial warranties given to customers for such materials or equipment. The rights or remedies provided herein are in addition to and do not limit rights afforded to the Government by other clauses of this Contract. With respect to warranties, expressed or implied, from manufacturers or suppliers for materials or equipment furnished under the Contract the Contractor shall:
1.Obtain warranties that would be given in normal commercial practices.
2.Require warranties to be executed, in writing, for the benefit of the Government.
3.Submit warranties to the Contracting Officer prior to the final inspection.

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. Consideration for this item shall be included in the bid price for other items of the Contract.

END OF SECTION

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