ITB-2019-0502_Section_01410_-Testing_and_Testing_Laboratory_Services.pdf

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Attached to
PW 1708 Howell Park Water Treatment Plant Rehab
Solicitation number
ITB-2019-0502
Issued by
Seminole County, Florida

About this file

This document is a technical specifications section (Section 01410) for Testing and Testing Laboratory Services, associated with the Howell Park Water Treatment Plant Rehabilitation project in Casselberry, Florida. The section outlines comprehensive quality control and quality assurance requirements for the contractor, mandating the development and implementation of a detailed Quality Control Program that includes testing services for various project components. The contractor is required to employ and pay for an independent, approved soils testing laboratory to perform testing services, covering areas such as piping and structural excavation, bedding and backfill materials, concrete and asphalt paving, and other critical construction elements.

The document specifies that the contractor is responsible for all testing costs, including those required by public bodies and for material and equipment supplier approvals. The County reserves the right to conduct additional Quality Assurance testing at its discretion, with the contractor required to cooperate and make work and samples available without additional cost. All materials must be tested according to the latest ASTM standards, and any materials not conforming to specifications will be considered defective and must be removed and replaced at the contractor's expense. The testing requirements extend to various aspects of the project, including but not limited to piping, pressure, leakage, infiltration, and exfiltration testing.

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Text version

01410-1

SECTION 01410

TESTING AND TESTING LABORATORY SERVICES

PART 1 GENERAL

1.01 SECTION INCLUDES

Quality control, quality assurance

1.02 QUALITY CONTROL

A. It is the Contractor's responsibility to perform all work in conformance with the Plans and Specifications. In order to fulfill this responsibility, the Contractor is required to have an approved Quality Control Program, including testing, as part of his Contract work in accordance with the Contract Documents and to submit details of his Program to the Engineer for review and approval prior to commencing any construction operations. The submittal shall include detailed information on locations and number of all tests, etc., that will be necessary for the Contractor to make his own determination that the work is being performed in compliance with the Project requirements.

B. As part of the Contractor's Quality Control Program included as part of his work, the Contractor shall employ and pay for an independent, approved soils testing laboratory to perform testing services outlined in these Contract Documents.

C. The Contractor's Quality Control Program shall include, but not be limited to, the following in addition to the type and frequency of tests as required by the technical specifications:

1. Piping and structural excavation, bedding and backfill materials and density quality control testing

2. Determination of compactive effort needed for compliance with the density requirements.

3. Portland cement concrete and asphalt paving quality control testing including design mix review, materials, field slump and air content, and field and lab cured strength samples and testing.

D. In addition to Quality Control Testing, the Contractor shall be responsible for required testing or approvals for any work (or any part thereof) if laws or regulations of any public body having jurisdiction specifically require testing, inspections or approval. The Contractor shall pay all costs in connection therewith and shall furnish the Engineer the required certificates of inspection, testing or

01410-2 approval. The Contractor shall also be responsible for and shall pay all costs in connection with any inspection or testing required in connection with County or Engineer acceptance of a supplier of materials or equipment proposed to be incorporated into the work.

E. Any design or testing laboratory utilized by the Contractor shall be an independent laboratory acceptable to the County and the Engineer, approved in writing, and complying with the latest edition of the "Recommended Requirements for Independent Laboratory Qualification", published by the American Council of Independent Laboratories.

F. Testing laboratories, whether provided by the County or the Contractor, shall promptly notify the County, Engineer and the Contractor of irregularities or deficiencies of work that are observed during performance of services.

Laboratories shall submit two (2) copies of all reports directly to the County and Engineer and two (2) copies to the Contractor.

1.03 QUALITY ASSURANCE

A. In addition to the services provided by the laboratory paid for by the Contractor as a part of his work, the County, at his sole discretion, may employ an additional independent soils laboratory as part of County's Quality Assurance Program to verify that the work meets the requirements of the Contract Documents. The County furnished Quality Assurance testing may include the type and frequency of tests as required by the technical specifications. The County reserves the right to have additional tests made beyond those specified in the Contract Documents. The Contractor shall cooperate with the County and make the work and samples available for County testing at no additional cost in case the County chooses to have additional County furnished testing performed. It is the sole responsibility of the Contractor to see that his work meets all provisions of the Contract Documents.

B. The Contractor shall cooperate with the soils laboratory personnel and provide access to the work to be tested. The Contractor shall notify the Engineer and County's testing laboratory sufficiently in advance of operations to allow scheduling of tests. The Contractor shall furnish casual labor and facilities to obtain and handle samples at the site and to store and cure test samples as required.

1.04 TESTING OF MATERIALS

A. Unless otherwise specified, all materials shall be sampled and tested in accordance with the latest published standard methods of ASTM in effect at the time bids are received.

B. Test of materials shall be made by a representative of the Contractor, unless otherwise provided. Testing of equipment shall be the responsibility of the

01410-3

Contractor or an authorized manufacturer's representative. All test results shall be furnished to the Engineer in writing. The Contractor shall provide facilities required to collect and forward samples. The Contractor shall furnish the required samples without charge.

C. The Contractor shall not make use of or incorporate in the work, the materials represented by the sample until tests have been made and the material found to be in accordance with the requirements of the Specifications.

D. Materials to be tested and the applicable test procedure shall be as outlined in the individual sections of these Specifications.

1.05 SOURCE AND QUALITY OF MATERIALS AND EQUIPMENT

A. The source of materials to be used shall be in accordance with the Contract Documents and as approved by the Engineer before delivery. The approval of the source of any material shall continue as long as the material conforms to the Specifications.

B. All material not conforming to the requirements of the Specifications shall be considered as defective and shall be removed from the work. If in place, faulty materials shall be removed by the Contractor at his expense and replaced with acceptable material unless permitted otherwise by the County. No defective materials that have been subsequently corrected shall be reused until approval has been given.

C. Upon failure of the Contractor to comply immediately with any order of the

Engineer to remove and replace defective material, the County shall have authority to remove and replace defective materials, and to deduct the cost of removal and replacement from any monies due or to become due to the Contractor. Failure to reject any defective materials or work at the time of installation shall in no way prevent later rejection when such defects are discovered, nor obligate the County to final acceptance.

1.06 ADDITIONAL TESTING

In addition to soils laboratory and materials testing, the Contractor shall perform other testing called for in the Contract Documents including but not limited to piping, pressure, leakage, infiltration and exfiltration, as required.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

END OF SECTION

PART 1 GENERAL
END OF SECTION

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