SECTION_01_45_00_-_Quality_Control_R1_0004.pdf

PDF 110 KB Posted

Attached to
Oglala Dam Construction Federal contract opportunity
Solicitation number
140A1623R0026
Issued by
Department of the Interior Bureau of Indian Affairs Central Office

About this file

This document contains quality control specifications for the Oglala Dam Construction project. The Bureau of Indian Affairs is soliciting bids to remediate Oglala Dam. Bidders must submit a quality control plan within 28 days of notice to proceed describing their staffing, procedures, testing standards, and reporting methods to ensure all construction activities for the spillway and outlet works meet contract requirements. The quality control manager must have five years of related experience, and an independent testing laboratory with five years of materials testing experience will perform control and acceptance testing according to the specifications. The contractor is responsible for daily quality control activities and reporting results to the contracting officer's representative, while the COR will also perform quality assurance checks. Substandard work must be retested or replaced at the contractor's expense.

View the file

Other files for this federal contract opportunity

Other files attached to Oglala Dam Construction, newest first.
File Type Posted
SECTION_01_20_00_-_Price_and_Payment_Procedures_Rev3_0006.docx DOCX document
Sol_140A1623R0026_Amd_0006.pdf PDF
SECTION_M_Rev2_0006.docx DOCX document
SECTION_00_41_23_-_Bid_Form_Rev6_0006.docx DOCX document
SECTION_00_41_23_-_Bid_Form_R5_0005.pdf PDF
067_SP-S-14_SERVICE_SPILLWAY_STILLING_BASIN_DETAILS_0005.pdf PDF
B08_A6_Solicitation_Questions_and_Answers_Log_Round_3_FINAL_0005.pdf PDF
069_SP-S-15_SERVICE_SPILLWAY_CVC_DETAILS_0005.pdf PDF
Sol_140A1623R0026_Amd_0005.pdf PDF
SECTION_01_11_00_-_Summary_of_Work_R2_0004.pdf PDF
G-23_Structural_Standard_Notes_0004.pdf PDF
SECTION_31_56_13_-_Deep_Mix_Method_(DMM)_Walls_R2_0004.pdf PDF
SECTION_13_60_00_-_Manufactured_Home_Installation_R3_0004.pdf PDF
SECTION_01_20_00_-_Price_and_Payment_Procedures_Rev_2_0004.pdf PDF
OW-S-01_Outlet_Works_Diversion_Intake_Structure_0004.pdf PDF
SECTION_31_56_23_-_Soil-Cement-Bentonite_Cutoff_Wall_R2_0004.pdf PDF
SECTION_03_30_00_-_Cast_in_Place_Concrete_R3_0004.pdf PDF
G-08_Emergency_Spillway_Site_Plan_0004.pdf PDF
EM-C-11_Embankment_Details_0004.pdf PDF
SECTION_01_50_00_-_Temporary_Facilities_and_Controls_R1_0004.pdf PDF
SECTION_35_20_17_-_Gate_Hydraulic_Operating_Unit_R1_0004.pdf PDF
SECTION_08_90_00_-_Louvers_and_Vents_R1_0004.pdf PDF
G-19_Dam_Mods_Materials_Distribution_Chart_0004.pdf PDF
SECTION_03_40_00_-_Precast_Concrete_R2_0004.pdf PDF
SECTION_03_34_13_-_Controlled_Low_Strength_Material_R1_0004.pdf PDF
SECTION_33_05_24_-_Welded_Steel_Pipe___Fittings_R1_0004.pdf PDF
SECTION_31_23_13_-_Subgrade_Preparation_R1_0003.pdf PDF
SECTION_13_60_00_-_Manufactured_Home_Installation_R2_0003.pdf PDF
SECTION_03_37_23_-_Roller-Compacted_Concrete_R1_0003.pdf PDF
Oglala_As-Built_Drawings_0003.pdf PDF
SECTION_00_41_23_-_Bid_Form_R3_0003.pdf PDF
SECTION_13_54_00_-_Dam_Instrumentation_R1_0003.pdf PDF
SECTION_01_20_00_-_Price_and_Payment_Procedures_Rev_1_0003.pdf PDF
SECTION_03_30_00_-_Cast_in_Place_Concrete_R2_0003.pdf PDF
SECTION_03_34_13_-_Controlled_Low_Strength_Material_R1_0003.pdf PDF
SECTION_02_41_13_-_Selective_Site_Demolition_R1_0003.pdf PDF
Preliminary_RCC_Mix_Design_Report_0003.pdf PDF
Sol_140A1623R0026_Amd_0003.pdf PDF
Oglala_Dam_GDR_Final_0002.pdf PDF
Sol_140A1623R0026_Amd_0002.pdf PDF
Sol_140A1623R0026_Amd_0001.pdf PDF
B08_A9_SF-25A_Payment_Bond_Form.pdf PDF
B08_A5_DOL_Wage_Determination.pdf PDF
B08_A4_Investing_in_America_Brand_Guide.pdf PDF
B08_A2_SOW_and_Technical_Specifications.pdf PDF
B08_A3_Plans_and_Drawings.pdf PDF
B08_A6_Solicitation_Questions_and_Answers_Log.xlsx XLSX spreadsheet
Sol_140A1623R0026.pdf PDF
B08_A8_SF-25_Performance_Bond_Form.pdf PDF
B08_A7_SF-24_Bid_Bond_Form.pdf PDF
Show all 50

Oglala Dam Construction has more files on GovTribe.

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

BUREAU OF INDIAN AFFAIRS OGLALA DAM SPILLWAY AND OUTLET WORKS

OGLALA DAM SPILLWAY AND OUTLET WORKS SECTION 01 45 00

JUNE 2023 QUALITY CONTROL

FOR BID REV 1 PAGE 1 OF 4

SECTION 01 45 00

QUALITY CONTROL

PART 1 GENERAL

1.01 SCOPE OF WORK

A. This Section specifies the requirements for the following work items:

1. CONTRACTOR Quality Control.

2. Quality Assurance performed by the COR.

1.02 DEFINITION

A. Contractor Quality Control (CQC)

1. CQC is the responsibility of CONTRACTOR, and consists of observations, testing, measurements, and documentation generated and/or performed by the CONTRACTOR to confirm that the final product delivered to the COR meets the requirements of the Drawings, Specifications, and Contract Documents.

2. CQC is the construction CONTRACTOR’s system to manage, control and document CONTRACTOR’s suppliers, and CONTRACTOR’s subcontractors and the subcontractors’ activities to comply with Contract requirements.

B. Quality Assurance (QA)

1. QA is the responsibility of the COR or their designee and consists of observations and documentation generated and/or performed by the COR to check the Work of CONTRACTOR, and to check CQC performed by CONTRACTOR is accurate and complete.

2. QA is the system by which the COR confirms the CQC is functioning and the specified and contractually required end product is realized.

1.03 SUBMITTALS

A. Administrative

1. CQC Plan: The CONTRACTOR shall furnish for review by the COR, not later than 28 days after receipt of notice to proceed, the CONTRACTOR CQC Plan proposed to implement the requirements of the Contract. The plan shall identify personnel, procedures, control, instructions, tests, records, and forms to be used. The CQC Plan shall include, as a minimum, the following to cover all construction operations, both onsite and offsite, including Work by subcontractors, fabricators, suppliers, and purchasing agents:

a. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the CQC staff shall implement the

BUREAU OF INDIAN AFFAIRS SECTION 01 45 00

FOR BID REV 1 PAGE 2 OF 4

quality control system for all aspects of the Work specified. The staff shall include a CQC Manager who shall report to the project superintendent. Include a CQC organizational chart.

b. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function.

c. Names, locations, and accreditation of proposed laboratory facilities.

d. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents.

e. Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test.

f. Procedures for tracking construction deficiencies from identification through acceptable corrective action. These procedures shall establish verification that identified deficiencies have been corrected.

g. Reporting procedures, including proposed reporting formats. A list of the definable features of Work. A definable feature of Work is a task which is separate and distinct from other tasks, has separate control requirements, and may be identified by different trades or disciplines, or it may be Work by the same trade in a different environment. Although each section of the Specifications may generally be considered as a definable feature of Work, there are frequently more than one definable feature under a particular Specification section.

B. Quality Control

1. CQC testing results and reports shall be submitted within 24 hours of performing the test or inspection.

1.04 TESTING STANDARDS

A. Testing standards and requirements as described in individual Specification sections.

B. Other test requirements as described in individual Specification sections.

1.05 QUALIFICATIONS

A. The CQC Manager must have a minimum of five (5) years of experience of related CQC management experience on similar dam construction and large earthwork construction projects.

B. The Quality Control Testing Laboratory shall have at least five (5) years of experience as a materials-testing laboratory including the performance of testing comparable to that required for this Project. The person in charge of the Work for the Quality Control Testing Laboratory shall be a Professional Engineer.

FOR BID REV 1 PAGE 3 OF 4

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

3.01 CONTRACTOR QUALITY CONTROL (CQC)

A. Perform CQC activities at or above the minimum frequencies specified in the individual Specification sections, and as necessary to demonstrate that the quality of the Work is within specified requirements.

B. CQC testing shall be performed by a testing laboratory or agency independent of the CONTRACTOR, licensed or certified in accordance with laws and regulations and applicable state and Tribal statutes. In the event state license or certification is not required, testing laboratories or agencies shall meet following applicable requirements:

1. “Recommended Requirements for Independent Laboratory Qualification,” published by the American Council of Independent Laboratories.

2. Basic requirements of ASTM E329, “Standard of Recommended Practice for Inspection and Testing Agencies for Concrete and Steel as Used in Construction.”

3. Calibrate testing equipment at reasonable intervals by devices of accuracy traceable to either the National Bureau of Standards or accepted values of natural physical constants.

C. CQC responsibilities generally include, but may not be limited to:

1. Material property tests for all earthwork items.

2. Material property tests for reused on-site materials.

3. Tests on manufactured or fabricated items.

4. Field and laboratory quality control tests to control CONTRACTOR’s concrete material production operations.

5. Field and laboratory quality control tests to control CONTRACTOR’s earthwork operations.

6. Performing survey to confirm geometry.

D. Results of all Quality Control activities shall be made available to the COR at the CONTRACTOR’s site office by the end of the next working day.

3.02 QUALITY ASSURANCE (QA)

A. The COR and BIA Representative have the right to direct QC testing and to observe the work at any time. CONTRACTOR shall be responsible for cooperating with the COR and BIA Representative during all QC and QA testing activities and in resolving all problems

FOR BID REV 1 PAGE 4 OF 4

identified during testing. CONTRACTOR shall provide all equipment and labor required to safely access QC testing locations. CONTRACTOR shall repair any damage to finished Work caused by QC sampling or testing activities.

B. QA activities will not in any way relieve the CONTRACTOR of performing CQC activities required by the Contract Documents.

C. If requested, the CONTRACTOR shall provide representative samples of any material used for this Project for QA testing. The COR and the BIA Representative reserve the right to sample materials at the source of production.

D. Acceptance of the Work will be based on the COR’s review of the CONTRACTOR’s QC data, as well as on visual observation made by the QA team’s work, including any re-work effort required to complete the Project in compliance with the Contract Documents.

3.03 SUBSTANDARD WORK

A. The COR may order tests on substandard or damaged Work, equipment, or materials to determine the required functional capability for possible acceptance, if there is no other reason for rejection.

B. The cost of such tests shall be borne by CONTRACTOR and the nature, extent, and supervision of the tests will be as determined by the COR.

C. If the results of the tests indicate that the required functional capability of the Work, equipment, or material is impaired, consistent with the final general appearance of the same, the Work, equipment, or materials may be deemed substandard and shall be replaced by CONTRACTOR. CONTRACTOR may elect to replace the substandard Work or material in lieu of performing the tests.

3.04 REPORTING

A. Maintain current records providing factual evidence that required quality control activities and tests have been performed. Include in these records the Work of subcontractors and suppliers.

B. Submit CQC testing results or reports as required in the Drawings and Specifications. If no time frame is given for a specific test report, then submit within 24 hours of execution.

C. If testing results or reports are received in the specified time frames, then Work may be stopped at no additional expense to the COR.

END OF SECTION

File details come from the government source that posted it. Updated .