W912BV19R0002-0005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

EUFAULA LAKE SPILLWAY BRIDGE REPLACEMENT

Amendment 0005 is hereby issued to revise specifications contained in Sections 01 45 00 and 32 00 00, and to replace the follow ing draw ings: E-101, E-102, E-103, E-501, E-503, E-601, E-602, D-102, S-130 and SB-307.

The proposal due date remains unchanged. All other terms and conditions remain unchanged.

Contract Specialist: Julie S. Hill, 918-669-7699 or julie.s.hill@usace.army.mil

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 26-Apr-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912BV19R0002

X 9B. DATED (SEE ITEM 11)

08-Mar-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

26-Apr-2019

CODE

CONTRACTING DIV

US ARMY CORPS OF ENGINEERS, TULSA DISTRICT

2488 E. 81ST STREET

TULSA OK 74137-4290

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SUMMARY OF CHANGES

AMENDMENT 0005

SOLICITATION NO. W912BV19R0002

EUFAULA REPLACE SPILLWAY BRIDGE

EUFAULA LAKE, OKLAHOMA

Standard Form (SF) 30, Block 14 (continuation):

The proposal documents shall be revised as follows:

SPECIFICATIONS

Delete previously issued Sections 01 45 00 and 32 00 00 and replace with new Sections 01 45 00 and 32 00 00 attached hereto. Paragraphs containing revisions are highlighted by bold text.

DRAWINGS

Delete previously issued Sheet IDs E-101, E-102, E-103, E-501, E-503, E-601, E-602, D-102, S-130, and SB-307 and replace with new Sheet IDs E-101, E-102, E-103, E-501, E-503, E-601, E-602, D-102, S-130, and SB-307 attached hereto.

END OF SUMMARY OF CHANGES – AMENDMENT 0005

Eufaula Replace Spillway Bridge FY19 EUFAULABRIDGFY19

SECTION 01 45 00

QUALITY CONTROL

11/16

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D3740 (2012a) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

ASTM E329 (2018) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction

1.2 PAYMENT

Separate payment will not be made for providing and maintaining an effective Quality Control program. Include all associated costs in the applicable Proposal Schedule/CLIN item.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Quality Control (CQC) Plan; G

SD-06 Test Reports

Verification Statement

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Establish and maintain an effective quality control (QC) system that complies with FAR 52.246-12 Inspection of Construction. QC consist of

SECTION 01 45 00 Page 1 This Section Reissued by Amd 0005 plans, procedures, and organization necessary to produce an end product which complies with the Contract requirements. The QC system covers all construction operations, both onsite and offsite, and be keyed to the proposed construction sequence. The project superintendent will be held responsible for the quality of work and is subject to removal by the Contracting Officer for non-compliance with the quality requirements specified in the Contract. In this context the highest level manager responsible for the overall construction activities at the site, including quality and production is the project superintendent.

3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN

Submit no later than 15 days after receipt of notice to proceed, the Contractor Quality Control (CQC) Plan proposed to implement the requirements FAR 52.246-12 Inspection of Construction. The Government will consider an interim plan for the first seven days of operation.

Construction will be permitted to begin only after acceptance of the CQC Plan or acceptance of an interim plan applicable to the particular feature of work to be started. Work outside of the accepted interim plan will not be permitted to begin until acceptance of a CQC Plan or another interim plan containing the additional work.

3.2.1 Content of the CQC Plan

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 will implement the three phase control system for all aspects of the work specified. Include a CQC System Manager that reports to the project superintendent.

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

c. A copy of the letter to the CQC System Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop work which is not in compliance with the Contract. Letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities will be issued by the CQC System Manager. Furnish copies of these letters to the Contracting Officer.

d. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents. These procedures must be in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

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. (Laboratory facilities approved by the Contracting Officer are required to be used.)

f. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including

SECTION 01 45 00 Page 2 documentation.

g. Procedures for tracking construction deficiencies from identification through acceptable corrective action. Establish verification procedures that identified deficiencies have been corrected.

h. Reporting procedures, including proposed reporting formats.

i. 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 is identified by different trades or disciplines, or it is work by the same trade in a different environment. Although each section of the specifications can generally be considered as a definable feature of work, there are frequently more than one definable features under a particular section. This list will be agreed upon during the coordination meeting.

3.2.2 Acceptance of Plan

Acceptance of the Contractor's plan is required prior to the start of construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in the Contractor Quality Control (CQC) Plan and operations including removal of personnel, as necessary, to obtain the quality specified.

3.2.3 Notification of Changes

After acceptance of the CQC Plan, notify the Contracting Officer in writing of any proposed change. Proposed changes are subject to acceptance by the Contracting Officer.

3.3 COORDINATION MEETING

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the CQC Plan, meet with the Contracting Officer and discuss the Contractor's quality control system.

Submit the CQC Plan a minimum of 15 calendar days prior to the Coordination Meeting. During the meeting, a mutual understanding of the system details must be developed, including the forms for recording the CQC operations, control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor's Management and control with the Government's Quality Assurance. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the Contracting Officer and will become a part of the contract file. There can be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings or address deficiencies in the CQC system or procedures which can require corrective action by the Contractor.

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 Personnel Requirements

The requirements for the CQC organization are a Site Safety and Health Officer (SSHO), CQC System Manager, and sufficient number of additional qualified personnel to ensure safety and Contract compliance. The SSHO reports directly to a senior project (or corporate) official independent from the CQC System Manager. The SSHO will also serve as a member of the CQC Staff. Personnel identified in the technical provisions as requiring

SECTION 01 45 00 Page 3 specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The Contractor's CQC staff maintains a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure Contract compliance. The CQC staff will be subject to acceptance by the Contracting Officer. Provide adequate office space, filing systems and other resources as necessary to maintain an effective and fully functional CQC organization. Promptly complete and furnish all letters, material submittals, shop drawing submittals, schedules and all other project documentation to the CQC organization. The CQC organization is responsible to maintain these documents and records at the site at all times, except as otherwise acceptable to the Contracting Officer.

3.4.2 CQC System Manager

Identify as CQC System Manager an individual within the onsite work organization that is responsible for overall management of CQC and has the authority to act in all CQC matters for the Contractor. The CQC System Manager shall be a licensed professional structural engineer with a minimum of five years documented construction experience on multi-span bridge construction with pre-cast pretensioned concrete bridge girders and decks similar to this contract -OR- a person with 15 years of bridge construction similar to this contract. The CQC System Manager shall be on the site at all times during construction and employed by the prime Contractor. The CQC System Manager shall be assigned no other duties. Identify in the plan an alternate to serve in the event of the CQC System Manager's absence.

The requirements for the alternate are the same as the CQC System Manager.

3.4.3 CQC Personnel

In addition to CQC personnel specified elsewhere in the contract, provide as part of the CQC organization specialized personnel to assist the CQC System Manager for the following areas: electrical, structural, and UHPC mixing and placement. Except as otherwise explicitly stated herein, these individuals or specialized technical companies shall be directly employed by the prime Contractor and can not be employed by a supplier or subcontractor on this project; be responsible to the CQC System Manager; be physically present at the construction site at all times during work on the specialized personnel's areas of responsibility; have the necessary education or experience in accordance with the experience matrix listed herein. These individuals shall have no other duties other than quality control.

In addition to the electrical and structural CQC support, provide as part of the CQC organization specialized personnel to assist the CQC System Manager in the mixing of UHPC, construction of UHPC formwork, and placement of UHPC. These individuals or specialized technical companies shall be employed by the UHPC subcontractor; be directly responsible to the CQC System Manager; be physically present during UHPC mixing, formwork construction, and UHPC placement activities, and have the necessary experience as stated in the Experience Matrix below. These individuals shall perform no duties other than CQC.

SECTION 01 45 00 Page 4

Experience Matrix

Area Qualifications

Electrical Journeyman electrician licensed by the state of Oklahoma; provide five years documented heavy industrial electrical construction experience and an additional five years documented experience supervising heavy industrial electrical features of work and electricians in the field with a construction company

Structural Graduate Civil Engineer (with Structural Track or Focus); licensed professional engineer for a minimum of 10 years with related field construction experience with at least five concrete girder multi-span bridges

UHPC Mixing Technician Employed by the UHPC manufacturer/supplier;

two years minimum documented experience with storage, handling, and mixing of UHPC materials and certified by employer as meeting all these requirements

UHPC Placement Technician Employed by the UHPC manufacturer/supplier;

two years minimum documented experience with storage, handling, and placement of UHPC materials and UHPC formwork construction and certified by employer as meeting all these requirements

NOTE: UHPC MIXING AND PLACEMENT TECHNICIANS SHALL BE SEPARATE INDIVIDUALS.

3.4.4 Additional Requirement

In addition to the above experience and education requirements, the Contractor Quality Control (CQC) System Manager and Alternate CQC System Manager are required to have completed the Construction Quality Management (CQM) for Contractors course. If the CQC System Manager does not have a current certification, obtain the CQM for Contractors course certification within 90 days of award. This course is periodically offered by the Naval Facilities Engineering Command and the Army Corps of Engineers. Contact the Contracting Officer for information on the next scheduled class.

The Construction Quality Management Training certificate expires after 5 years. If the CQC System Manager's certificate has expired, retake the course to remain current.

3.4.5 Organizational Changes

Maintain the CQC staff at full strength at all times. When it is necessary to make changes to the CQC staff, revise the CQC Plan to reflect the changes and submit the changes to the Contracting Officer for acceptance.

SECTION 01 45 00 Page 5

3.5 SUBMITTALS AND DELIVERABLES

Submittals shall comply with the requirements in Section 01 33 00 SUBMITTAL PROCEDURES. The CQC organization is responsible for certifying that all submittals and deliverables are in compliance with the contract requirements.

3.6 CONTROL

CQC is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control are required to be conducted by the CQC System Manager for each definable feature of the construction work as follows:

3.6.1 Preparatory Phase

This phase is performed prior to beginning work on each definable feature of work, after all required plans/documents/materials are approved/accepted, and after copies are at the work site. This phase includes:

a. A review of each paragraph of applicable specifications, reference codes, and standards. Make available during the preparatory inspection a copy of those sections of referenced codes and standards applicable to that portion of the work to be accomplished in the field. Maintain and make available in the field for use by Government personnel until final acceptance of the work.

b. Review of the Contract drawings.

c. Check to assure that all materials and equipment have been tested, submitted, and approved.

d. Review of provisions that have been made to provide required control inspection and testing.

e. Examination of the work area to assure that all required preliminary work has been completed and is in compliance with the Contract.

f. Examination of required materials, equipment, and sample work to assure that they are on hand, conform to approved shop drawings or submitted data, and are properly stored.

g. Review of the appropriate activity hazard analysis to assure safety requirements are met.

h. Discussion of procedures for controlling quality of the work including repetitive deficiencies. Document construction tolerances and workmanship standards for that feature of work.

i. Check to ensure that the portion of the plan for the work to be performed has been accepted by the Contracting Officer.

j. Discussion of the initial control phase.

k. The Government needs to be notified at least 72 hours in advance of beginning the preparatory control phase. Include a meeting conducted by the CQC System Manager and attended by the superintendent, other CQC personnel (as applicable), and the foreman responsible for the

SECTION 01 45 00 Page 6 definable feature. Document the results of the preparatory phase actions by separate minutes prepared by the CQC System Manager and attach to the daily CQC report. Instruct applicable workers as to the acceptable level of workmanship required in order to meet contract specifications.

3.6.2 Initial Phase

This phase is accomplished at the beginning of a definable feature of work. Accomplish the following:

a. Check work to ensure that it is in full compliance with contract requirements. Review minutes of the preparatory meeting.

b. Verify adequacy of controls to ensure full contract compliance. Verify required control inspection and testing are in compliance with the contract.

c. Establish level of workmanship and verify that it meets minimum acceptable workmanship standards. Compare with required sample panels as appropriate.

d. Resolve all differences.

e. Check safety to include compliance with and upgrading of the safety plan and activity hazard analysis. Review the activity analysis with each worker.

f. The Government needs to be notified at least 24 hours in advance of beginning the initial phase for definable feature of work. Prepare separate minutes of this phase by the CQC System Manager and attach to the daily CQC report. Indicate the exact location of initial phase for definable feature of work for future reference and comparison with follow-up phases.

g. The initial phase for each definable feature of work is repeated for each new crew to work onsite, or any time acceptable specified quality standards are not being met.

3.6.3 Follow-up Phase

Perform daily checks to assure control activities, including control testing, are providing continued compliance with contract requirements, until completion of the particular feature of work. Record the checks in the CQC documentation. Conduct final follow-up checks and correct all deficiencies prior to the start of additional features of work which may be affected by the deficient work. Do not build upon nor conceal non-conforming work.

3.6.4 Additional Preparatory and Initial Phases

Conduct additional preparatory and initial phases on the same definable features of work if: the quality of on-going work is unacceptable; if there are changes in the applicable CQC staff, onsite production supervision or work crew; if work on a definable feature is resumed after a substantial period of inactivity; or if other problems develop.

SECTION 01 45 00 Page 7

3.7 TESTS

3.7.1 Testing Procedure

Perform specified or required tests to verify that control measures are adequate to provide a product which conforms to contract requirements.

Upon request, furnish to the Government duplicate samples of test specimens for possible testing by the Government. Testing includes operation and acceptance tests when specified. Procure the services of a Corps of Engineers approved testing laboratory or establish an approved testing laboratory at the project site. Perform the following activities and record and provide the following data:

a. Verify that testing procedures comply with contract requirements.

b. Verify that facilities and testing equipment are available and comply with testing standards.

c. Check test instrument calibration data against certified standards.

d. Verify that recording forms and test identification control number system, including all of the test documentation requirements, have been prepared.

e. Record results of all tests taken, both passing and failing on the CQC report for the date taken. Specification paragraph reference, location where tests were taken, and the sequential control number identifying the test. If approved by the Contracting Officer, actual test reports are submitted later with a reference to the test number and date taken. Provide an information copy of tests performed by an offsite or commercial test facility directly to the Contracting Officer. Failure to submit timely test reports as stated results in nonpayment for related work performed and disapproval of the test facility for this Contract.

3.7.2 Testing Laboratories

All testing laboratories must be validated by the USACE Material Testing Center (MTC) for the tests to be performed. Information on the USACE MTC with web-links to both a list of validated testing laboratories and for the laboratory inspection request for can be found at:

https://www.erdc.usace.army.mil/media/fact-sheet/fact-sheet-article-view/article/476661/m

3.7.2.1 Capability Check

The Government reserves the right to check laboratory equipment in the proposed laboratory for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques. Laboratories utilized for testing soils, concrete, asphalt, and steel is required to meet criteria detailed in ASTM D3740 and ASTM E329.

3.7.2.2 Capability Recheck

If the selected laboratory fails the capability check, the Contractor will be assessed a charge of $10,000 to reimburse the Government for each succeeding recheck of the laboratory or the checking of a subsequently selected laboratory. Such costs will be deducted from the Contract amount due the Contractor.

SECTION 01 45 00 Page 8

3.7.3 Onsite Laboratory

The Government reserves the right to utilize the Contractor's control testing laboratory and equipment to make assurance tests, and to check the Contractor's testing procedures, techniques, and test results at no additional cost to the Government.

3.8 COMPLETION INSPECTION

3.8.1 Punch-Out Inspection

Conduct an inspection of the work by the CQC System Manager near the end of the work, or any increment of the work established by a time stated in FAR 52.211-10 Commencement, Prosecution, and Completion of Work, or by the specifications. Prepare and include in the CQC documentation a punch list of items which do not conform to the approved drawings and specifications, as required by paragraph DOCUMENTATION. Include within the list of deficiencies the estimated date by which the deficiencies will be corrected. Make a second inspection the CQC System Manager or staff to ascertain that all deficiencies have been corrected. Once this is accomplished, notify the Government that the facility is ready for the Government Pre-Final inspection.

3.8.2 Pre-Final Inspection

The Government will perform the pre-final inspection to verify that the facility is complete and ready to be occupied. A Government Pre-Final Punch List may be developed as a result of this inspection. Ensure that all items on this list have been corrected before notifying the Government, so that a Final inspection with the customer can be scheduled. Correct any items noted on the Pre-Final inspection in a timely manner. These inspections and any deficiency corrections required by this paragraph need to be accomplished within the time slated for completion of the entire work or any particular increment of the work if the project is divided into increments by separate completion dates.

3.8.3 Final Acceptance Inspection

The Contractor's Quality Control Inspection personnel, plus the superintendent or other primary management person, and the Contracting Officer's Representative is required to be in attendance at the final acceptance inspection. Additional Government personnel including, but not limited to, those from Base/Post Civil Facility Engineer user groups, and major commands can also be in attendance. The final acceptance inspection will be formally scheduled by the Contracting Officer based upon results of the Pre-Final inspection. Notify the Contracting Officer at least 14 days prior to the final acceptance inspection and include the Contractor's assurance that all specific items previously identified to the Contractor as being unacceptable, along with all remaining work performed under the Contract, will be complete and acceptable by the date scheduled for the final acceptance inspection. Failure of the Contractor to have all contract work acceptably complete for this inspection will be cause for the Contracting Officer to bill the Contractor for the Government's additional inspection cost in accordance FAR 52.246-12 Inspection of Construction.

SECTION 01 45 00 Page 9

3.9 DOCUMENTATION

3.9.1 Quality Control Activities

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 on an acceptable form that includes, as a minimum, the following information:

a. The name and area of responsibility of the Contractor/Subcontractor.

b. Operating plant/equipment with hours worked, idle, or down for repair.

c. Work performed each day, giving location, description, and by whom.

When Network Analysis (NAS) is used, identify each phase of work performed each day by NAS activity number.

d. Test and control activities performed with results and references to specifications/drawings requirements. Identify the control phase (Preparatory, Initial, Follow-up). List of deficiencies noted, along with corrective action.

e. Quantity of materials received at the site with statement as to acceptability, storage, and reference to specifications/drawings requirements.

f. Submittals and deliverables reviewed, with Contract reference, by whom, and action taken.

g. Offsite surveillance activities, including actions taken.

h. Job safety evaluations stating what was checked, results, and instructions or corrective actions.

i. Instructions given/received and conflicts in plans and specifications.

3.9.2 Verification Statement

Indicate a description of trades working on the project; the number of personnel working; weather conditions encountered; and any delays encountered. Cover both conforming and deficient features and include a statement that equipment and materials incorporated in the work and workmanship comply with the Contract. Furnish the original and one copy of these records in report form to the Government daily within 24 hours after the date covered by the report, except that reports need not be submitted for days on which no work is performed. As a minimum, prepare and submit one report for every 7 days of no work and on the last day of a no work period. All calendar days need to be accounted for throughout the life of the contract. The first report following a day of no work will be for that day only. Reports need to be signed and dated by the Contractor Quality Control (CQC) System Manager. Include copies of test reports and copies of reports prepared by all subordinate quality control personnel within the CQC System Manager Report.

3.10 NOTIFICATION OF NONCOMPLIANCE

The Contracting Officer will notify the Contractor of any detected noncompliance with the foregoing requirements. Take immediate corrective action after receipt of such notice. Such notice, when delivered to the

SECTION 01 45 00 Page 10

Contractor at the work site, will be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the Contracting Officer can issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders will be made the subject of claim for extension of time or for excess costs or damages by the Contractor.

-- End of Section --

SECTION 01 45 00 Page 11

SECTION 32 00 00

WORK COVERED UNDER OKLAHOMA DEPARTMENT OF TRANSPORTATION 2009 STANDARD

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

ASTM International (ASTM)

ASTM C 131 (2006) Standard Test Method for Resistance to Degradation of Small-size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

U. S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

OKLAHOMA DEPARTMENT OF TRANSPORTATION (ODOT)

STANDARD SPECIFICATIONS (2009) STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION

1.2 GENERAL CONSTRUCTION REQUIREMENTS

The work covered in this section shall be in accordance with the OKLAHOMA

DEPARTMENT OF TRANSPORTATION 2009 STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION (hereafter referred to as the STANDARD SPECIFICATIONS), all errata and ODOT Special Provisions issued by ODOT since publication of the STANDARD SPECIFICATIONS, and all below included USACE Special Technical Provisions. The USACE Special Technical Provisions, specifications, and drawings shall govern over the STANDARD SPECIFICATIONS, errata, and ODOT Special Provisions whenever in conflict therewith.

The foregoing STANDARD SPECIFICATIONS, errata, and Special Provisions are incorporated herein by reference only. For copies of all ODOT documents contact:

Reproduction Department Oklahoma Department of Transportation ` 200 N.E. 21st Street Oklahoma City, Oklahoma 73105-3204 Phone: 405/521-2586

Electronic ODOT documents may be obtained at https://ok.gov/odot

DEFINITIONS: The terms "Department," "Director," or "State" in the STANDARD SPECIFICATIONS shall be construed to mean the Federal Government, ACO, or U. S. Army Corps of Engineers, as applicable. The terms "Engineer" and "Resident Engineer" shall be construed to mean the Administrative Contracting Officer (ACO). The term "Laboratory" shall be construed to mean the testing laboratory designated by the ACO. The term "Plans" shall

SECTION 32 00 00 Page 1 be construed to mean the contract drawings. The term "Right-of-Way" shall be construed to mean the lands secured and provided by the Government for the purpose of construction and maintenance of roadway and appurtenances or for obtaining materials therefore.

The Contractor shall contain all activities to Federal Government property and Federal Government provided construction easements. The Contractor shall further contain all activities to any construction limits shown on the drawings.

Access to all existing structures, facilities, buildings, dwellings, utilities, and features, both Government and privately owned, shall be provided by the Contractor at all times by whatever means necessary to accommodate the normal activities of Government employees. The Government retains right of access to all Government property regardless of the stage of construction.

Fences, roads, ditches, signs, structures, and all other property and improvements damaged as a result of the Contractor's operations under these specifications shall be repaired or replaced by the Contractor at no additional cost to the Government.

The Contractor shall comply with all requirements of EM 385-1-1, Safety and Health Requirements Manual, 30 November 2014 and all subsequently issued errata and changes up to the original solicitation issue date of March 8, 2019.

The Contractor shall not start any work on site until the Traffic Control Plan (Detour) is in place and the ACO gives the Contractor approval to close the bridge.

1.3 MEASUREMENT AND PAYMENT

See Section 01 22 00 for measurement and payment, which shall replace all measurement and payment procedures in the STANDARD SPECIFICATIONS.

1.3 DEMOLITION

See Section 02 41 00 for demolition requirements.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

HMA Mix Designs; G Asphalt Cement Binder; G Mineral Aggregate; G Tack Coat; G

Manufacturer's Data/Catalog cuts showing product meets specified industry standards

SD-04 Samples

SECTION 32 00 00 Page 2

Asphalt Cement Binder Aggregates

SD-06 Test Reports

Aggregates; G

SD-07 Certificates

Asphalt Cement Binder; G Mineral Aggregate; G Tack Coat; G Testing Laboratory; G

Certificates from suppliers certifying products meets specified industry standards and specifications

1.5 SPECIAL TECHNICAL PROVISIONS FOR CHAPTER 100 - GENERAL PROVISIONS

Other than the exceptions in the following three paragraphs, delete Chapter 100 in its entirety.

1.5.1 SECTION 104 - CONTROL OF MATERIAL

With the exception of SUBSECTIONS 104.07 (first paragraph), 104.09, and

104.10 of the STANDARD SPECIFICATIONS, this section is deleted.

1.5.2 SECTION 106 - CONTROL OF MATERIAL

With the exception of SUBSECTIONS 106.01, 106.08, 106.09, and 106.10 of the STANDARD SPECIFICATIONS, this section is deleted.

1.5.3 SECTION 109 - MEASUREMENT AND PAYMENT

With the exception of SUBSECTION 109.01 of the STANDARD SPECIFICATIONS, this section is deleted. In the first line of the first paragraph of 109.01(a), change "Resident Engineer" to "Contractor."

1.6 SPECIAL TECHNICAL PROVISIONS FOR CHAPTER 400 - GENERAL REQUIREMENTS FOR

SURFACES

1.6.1 SECTION 401 - GENERAL REQUIREMENTS FOR SURFACES

1.6.1.1 SUBSECTION 401.03 EQUIPMENT

Append to the end of this subsection the following:

C. Straightedge. The Contractor shall furnish and maintain at each construction site one 10-foot straightedge in good condition for use in the testing of the finished surface. The straightedge shall be on site and available for Government use at all times. Straightedges shall be constructed of aluminum or other lightweight metal and shall have blades of box or box-girder cross section with a flat bottom reinforced to ensure rigidity and accuracy. Straightedges shall have handles to facilitate movement during use. Straightedge tolerance shall be 1/16 inch in 10 feet.

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1.6.1.2 SUBSECTION 401.04 CONSTRUCTION METHODS

Append to the end of this section the following:

D. Brooming. Existing paved surfaces shall be cleaned of all dirt and foreign material to the satisfaction of the ACO by means of a mechanically powered broom immediately prior to the application of any bituminous material.

1.6.2 SECTION 411 - HOT MIX ASPHALT

1.6.2.1 SUBSECTION 411.02 MATERIALS

Delete this subsection and substitute the following:

411.02 MATERIALS. Materials shall meet the requirements of SECTION 708 of the STANDARD SPECIFICATIONS. Asphalt concrete shall be S4, PG 64-22 as shown on drawings. The Contractor shall have ample material in the stockpiles at the plant at the beginning of each day's operation to supply and be used for that day's operation. Quality control of materials and formula shall be as specified in the Special Technical Provisions for Quality Control Sampling and Testing.

1.6.2.2 SUBSECTION 411.03 EQUIPMENT

Append to the end of this subsection the following:

(g) Straightedge. The Contractor shall furnish and maintain at each construction site one 10-foot straightedge in good condition for use in the testing of the finished surface. The straightedge shall be on site and available for Government use at all times. Straightedges shall be constructed of aluminum or other lightweight metal and shall have blades of box or box-girder cross section with a flat bottom reinforced to ensure rigidity and accuracy. Straightedges shall have handles to facilitate movement during use. Straightedge tolerance shall be 1/16 inch in 10 feet.

1.6.2.3 SUBSECTION 411.04 H. Temperature and Weather Limitations

Append to the end of this subsection the following:

The minimum air temperature for the laying of asphalt concrete shall be 45 degrees Fahrenheit and rising. Additionally, the minimum temperature in the shade of the surface on which asphalt concrete is to be placed shall be 45 degrees Fahrenheit. Asphalt concrete shall not be laid between 1 November and 31 March unless written approval is granted by the ACO.

1.6.2.4 SUBSECTION 411.04 I. Spreading and Finishing

a. Amend the first sentence of the first paragraph to read as follows:

The asphalt mixture shall be laid at a temperature of 250 degrees F to 325 degrees F with a continuous moving paver that has the means to lock on to and control the asphalt truck and that meets the requirements of SUBSECTION 411.03 C of the STANDARD SPECIFICATIONS. The approved surface for asphalt placement shall be dry. Maximum compacted lift thickness shall be 3 inches.

b. Append the subsection with the following:

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When production of the mixture can be maintained and when practical, pavers may be used in echelon to place the wearing course on adjacent lanes. The roller shall pass over the unprotected edge of the freshly laid mixture only when the laying of this course is to be discontinued for such a length of time as to permit the mixture to become chilled.

1.6.2.5 SUBSECTION 411.04 J. Joints

Append to the third paragraph the following:

Both longitudinal and transverse edges shall be so treated.

1.6.2.6 SUBSECTION 411.04 K. Compaction

Append the subsection with the following:

As soon after being laid as it will bear the compaction equipment without undue displacement, the asphalt concrete shall be thoroughly and uniformly compacted. Unless otherwise directed by the ACO, compaction shall begin at the sides and proceed longitudinally parallel to the road centerline and gradually progress to the crown of the road. When paving in echelon or abutting a previously placed lane, the longitudinal joint shall be compacted first followed by the regular compaction procedure. The surface course shall be rolled a minimum of five coverages with a pneumatic-tired roller unless the required density is obtained with less coverages.

Compactors shall move at a uniform speed not to exceed 3 miles per hour (4.4 feet/second) with the drive wheel nearest the paver. Compaction shall continue until all marks are eliminated and the required density has been obtained.

The target density for compaction shall be 94 percent of the maximum theoretical density shown on the latest laboratory mix design report for the percent asphalt content recommended or approved by the Contractor-furnished laboratory. The specified density shall be obtained before the surface temperature for the lift being compacted drops below 180 degrees F. The average roadway density shall not be less than the target density. Individual roadway densities more than 2 percent below the target density are unacceptable. Laboratory density shall be determined by the Superpave method. The Contractor shall cut test samples from the pavement by sawing or coring at locations and times established by the ACO. The cost of cutting samples, placing new materials, and satisfactorily finishing areas where samples have been taken will be included in the price bid for mixture in place.

Displacement occurring as a result of the reversing of direction of a compactor, or from other causes, shall be immediately corrected by the use of rakes and addition of fresh mixture when required. Care shall be exercised during compaction not to displace the line and grade of the edges of the asphalt concrete. Along places not accessible to the compaction equipment, the asphalt concrete shall be thoroughly compacted with hot hand tampers, smoothing irons, or with mechanical tampers. All asphalt concrete material that becomes loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced with fresh hot mixture, which shall be compacted to conform to the surrounding area. Areas showing an excess or a deficiency of bituminous material shall be removed and replaced at the expense of the Contractor.

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1.7 SPECIAL TECHNICAL PROVISIONS FOR CHAPTER 700 - MATERIALS

1.7.1 SECTION 703 - BASES AND MISCELLANEOUS AGGREGATES

1.7.1.1 SUBSECTION 703.01 A. General Requirements

In the first line of the fourth paragraph of this subsection, change "40 percent" to "90 percent".

1.7.1.2 SUBSECTION 703.01 B. Physical Properties

Delete this subsection and substitute the following:

B. Physical Properties

The coarse aggregate retained on the 3/8 inch sieve of the finished mixture shall have less than a 50 percent loss as determined by the Los Angeles Abrasion Test, ASTM C 131. In the case of multiple sources of material, all sources of material used in the blend shall have less than 50 percent loss as determined by ASTM C 131. Aggregate shall not contain flat or elongated particles, or a combination of both, in excess of 20 percent. A flat particle is one having a ratio of width to thickness greater than 3:1. An elongated particle is one having a ratio of length to width greater than 3:1.

1.8 SPECIAL TECHNICAL PROVISIONS FOR CHAPTER 800 - TRAFFIC CONTROL

FACILITIES

1.8.1 SECTION 880 - CONSTRUCTION SIGNING AND TRAFFIC CONTROL

1.8.1.1 SUBSECTION 880.01 DESCRIPTION

Delete this subsection and substitute the following:

880.01. DESCRIPTION. Construction traffic control shall be provided by the Contractor in accordance with the Traffic Control Plan shown on the drawings. The Contractor shall be responsible for the continuous maintenance and operation of all traffic control devices for the duration of the contract. The Traffic Control Plan shall be in place prior to starting any on-site construction.

1.8.1.2 SUBSECTIONS 880.05 and 880.06

Delete these subsections. No separate measurement or direct payment will be made for traffic control. Traffic control shall be subsidiary to other items of work.

1.9 SPECIAL TECHNICAL PROVISIONS FOR QUALITY CONTROL SAMPLING AND TESTING

1.9.1 Contractor's Quality Control

The Contractor shall inspect and test for compliance with contract requirements and record all inspections and tests of all materials and operations, including but not limited to the following:

a. Equipment.

b. Materials.

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c. Construction methods.

d. Line, grade, and tolerances.

A copy of these records and tests as well as corrective actions taken shall be furnished to the Government with the CQC Daily Reports on which day the records, tests, or corrective actions are performed.

1.9.2 Contractor Sampling and Testing

1.9.2.1 General

Samples shall be of the size as required by the particular test and shall be furnished at no additional cost to the Government. All sampling and testing herein required or required by the STANDARD SPECIFICATIONS and the special technical provisions thereto, including furnishing the equipment and labor necessary to perform the tests, shall be performed by the Contractor at his expense. All tests and test procedures to be used by the Contractor's quality control personnel in determining suitability of materials and operations shall be as described or referenced in the STANDARD SPECIFICATIONS and the Special Technical Provisions. The frequency of tests specified in the following subparagraphs shall be considered the minimum, and where a frequency is not specified, sufficient tests to assure compliance with the contract, as directed by the ACO, shall be performed. If any test indicates materials or methods do not comply with the contract, the test shall be repeated and material already in-place tested to determine the extent of unacceptable material. The frequency of testing shall be increased as directed by the ACO until the ACO deems compliance has been re-established. Tests shall be performed by qualified testing personnel in a laboratory approved by the Corps of Engineers' Materials Testing Center for the required tests. Testing personnel may at any time be directed by the ACO to demonstrate thorough knowledge and proficiency in any testing method they perform. If testing personnel can not demonstrate such knowledge and proficiency to the ACO's satisfaction, they will be deemed unqualified. All test results shall be provided to the ACO within 24 hours of testing.

1.9.2.2 Asphalt Concrete

a. Use of Commercial Laboratory

The Contractor shall furnish HMA mix designs obtained through the services of a Government-approved laboratory that is staffed and equipped to design and test the asphalt concrete mixture used in the project. The mix design shall be submitted to the ACO for approval. A separate mix design shall be provided in the event multiple sources are used to supply materials. In the event of a change of sources during the project, the Contractor shall provide a new mix design for approval by the ACO and no further work shall be performed until such approval has been granted in writing by the ACO.

b. Quality Control Sampling and Testing

The Contractor shall sample and test all materials in the mixture to determine compliance with the requirements of SECTION 708 of the STANDARD SPECIFICATIONS. The Contractor shall submit the test results to the ACO before placement begins.

Bitumen content tests (Test OHD L-26) and sieve analysis tests shall be made at a minimum frequency of one test per 500 tons of mix or fraction

SECTION 32 00 00 Page 7 thereof placed each day. Specific gravity tests shall be made on each hot bin for each mix during initial plant operation and at least once each week thereafter provided the same materials are used with no reduction in quality. A minimum of one set of Superpave specimens (three specimens per set) shall be molded daily. A daily record of all tests shall be kept and provided to the ACO on the day following completion of the tests.

During construction the Contractor shall test each lift of the compacted asphalt pavement for the required density at a frequency of at least one set of test samples for each 500 square yards or fraction thereof placed each day. One set of test samples is defined as one density test in each joint and one within each lane. Density tests shall be performed with a thin-lift nuclear device (such as a Troxler 4640B or approved equal). At each fifth nuclear test location, a set of core samples shall be taken for a laboratory density measurement. The density value from a core shall supercede the density values from a nuclear device. If the density value from a nuclear device varies more than 2% from a core density value, then use of the nuclear device shall be suspended, and all density tests shall be performed on core samples. At the Contractor's option, density may be tested solely using core samples.

c. Thickness Compliance

The completed thickness of the asphalt concrete shall be the nominal thickness shown on the drawings. The thickness of the surfacing shall be measured at intervals of not more than 500 linear feet for each single lane width.