W912BV20R0027 - AM0003.pdf

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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

VA Low er Hillside

Amendment 0003 is issued to inocporate changes/deletion/additon. RFP due date has been extended to 30 September 2020 by 2:00 PM CST.

See summary of changes

All other terms and conditions remain unchaged.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 17-Sep-2020

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 W912BV20R0027

X 9B. DATED (SEE ITEM 11)

17-Aug-2020

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 X is extended, 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 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

17-Sep-2020

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:

W912BV20R0027

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 01 10 - TABLE OF CONTENTS

The following have been added by full text:

CONTINUATION PAGE

PLANS:

V-101.1 – Demolition limit added to show area of existing pavement to be removed.

C-502.1 – Detail A1 revised to show step down, and note revised to clarify aggregate surface, detail D1 note revised to clarify aggregate surface, detail F8 note revised to clarify expansion joint.

C-504.1 – Fence Details replaced with Gate Detail CG-102.1 – Added note referring to MSE wall details. Added general note REMOVE OF ALL TREES WITHIN

THE GRADING LIMITS.

CG-103.1 – Annotation correction referring to C-501 changed to C-502. Added general note REMOVE OF ALL

TREES WITHIN THE GRADING LIMITS

CG-104.1 - Annotation correction referring to C-501 changed to C-502. Added general note REMOVE OF ALL TREES WITHIN THE GRADING LIMITS. Removed note requiring removal and replacement of existing culvert.

CS-101.1 – Changed general note 7 to ‘REFER TO SHEETS CS-102 AND CS-103 FOR ACCESS ROAD PAVING.’ Annotation correction referring to C-506 and C-507 to C-505 and C-506. Annotation change referring to FEF5 to FE6-TWB-84. Changed note referring to ELECTRONIC SECURITY GATE to DOUBLE HEAVY-DUTY CANTILEVER SLIDE GATE WITH SINGLE CENTER POST. Added Keynote 1.

CS-103.1 – Changed general note 7 to BASE BID: ACCESS ROAD IS AGGREGATE SURFACE AFTER STA 0+70 WITH 24" WIDE INTEGRATED CONCRETE CURB AND GUTTER. OPTION: HMAC PAVING. And note 8 to BASE BID: ACCESS ROAD IS AGGREGATE SURFACE AFTER STA 0+70 WITH 24" WIDE INTEGRATED CONCRETE CURB AND GUTTER AS SHOWN. Annotation change from C-506 and C-507 to C- 505 and C-506. Annotation change from C-101 to CS-101.

S-001.1 – Under heading MATERIALS note 8 changed to TIMBER - ANY SPECIES OF SELECT STRUCTURAL GRADE LUMBER IN ACCORDANCE WITH AWC NDS. Under heading ANCHORS, note 6. DELETED.

S-604.1 – Removed the last 4 rows of TABLE C.

E-101.1 – Removed OPTION from Lighting Schedule.

SPECIFICATIONS:

01 22 00.00 10 edited to clarify CLIN items.

01 45 00.00 10 removed para. 3.4.5 Site Superintendent requirements.

03 30 00 edited para. 1.6.7.1 Quality Manager Qualifications 05 05 23.16 edited para. 1.3.1 General Requirements added experience required for erecting steel structures 06 10 00 edited para. 2.2.1 Timber Lagging lumber requirement.

26 20 00 ADDED

28 10 05 Deleted para. 3.1.9 31 63 29 added Soldier Pile Submittal 31 68 13 para. 1.3.1 added ‘demonstration test anchor selection’, deleted part of 1st sentence para. 2.4.6, deleted paragraphs 3.1.7, 3.1.8, and 3.4.3. Deleted parts of 1st sentence in para. 3.4.5 32 31 13.53 edited title to remove Ornamental. Added ‘Chain Link Gates’ submittal, deleted ‘Swing Gates’ and ‘Electro Magnetic Locks’ submittals. Revised para. 2.1.1.1 General, replaced para. 2.1.4.1 and 2.1.4.2 with new paragraph. Deleted para. 2.1.5 Ornamental Fence Gates.

32 92 19 para. 3.2.2.1 added ‘2.7 pounds per square foot’ for broadcast rate.

W912BV20R0027

(End of Summary of Changes)

Lower Hillside Stabilization and Parking Lot Remediation W912BV20R0027 September 17, 2020

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. The estimated and actual quantity measurement for items having the JOB unit in the BIDDING SCHEDULE will always be a fixed quantity of one, which represents "ALL". The JOB payment item estimated amount in the BIDDING SCHEDULE is complete payment for ALL work described in the contract and necessary to complete the work for the item, including but not limited to, providing all plant, labor, instruments, tools, subcontractors, supervision, management, materials, and equipment, performing associated quality control, environmental protection, meeting safety requirements and performing testing and preparing reports.

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract for which contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The actual payment amount will be determined by multiplying the Unit Price in the BIDDING SCHEDULE by the actual units of work required and performed, and measured as identified. Payment constitutes full compensation for furnishing all plant, labor, instruments, tools, subcontractors, supervision, management, materials, equipment, performing associated quality control, environmental protection, meeting safety requirements, performing testing and preparing reports, and performing all other work required for each of the unit priced items. Quantities performed outside of the design limits, or outside of other Government-approved adjusted or specified limits (staked limits), will not be measured for payment.

1.3 BASE BID

1.3.1 All Work Except As Listed Separately

1.3.1.1 Payment

Payment will be made at the contract JOB price for the item "All Work Except As Listed Separately" which price will include, but not be limited to, full compensation for proper construction of Mechanically Stabilized Earth (MSE) walls, placement of timber lagging and concrete facing on soldier pile walls, (AM0003) DELETED, dewatering systems to facilitate construction, installation of storm drainage systems, underground stormwater detention system, and box culverts, placement of compacted fill from offsite source to final grades, (AM0003) placement of aggregate base for road and parking lot surfaces, placement of aggregate surface in designated areas, placement of hot-mix asphalt concrete (HMAC) pavement surface in designated areas , installation of lighting, (AM0003) installation of underground conduit for equipment included in Options, handrailing, vehicular guardrails, final cleanup and all other subsidiary work required as stated in the plans and specifications.

SECTION 01 22 00.00 10 Page 1 Revised in Accordance with AM0003

1.3.1.2 Unit of Measure

Unit of measure: job.

1.3.2 Unclassified Excavation

1.3.2.1 Payment

Payment will be made for costs associated with "Unclassified Excavation", which includes performing required excavation and other operations incidental thereto, Contractor-furnished disposal area(s) and disposition of excavated material. Payment will be made at the contract UNIT price for the item "Unclassified Excavation." Payment item includes, but is not limited to removal and disposal of excavated material, neat line grading per specified excavation limits and grades, temporary slope stabilization measures for excavation, and disposal fees.

1.3.2.2 Measurement

The total quantity of excavated material for which payment will be made will be calculated as the difference in volume between the existing and limit of excavation surfaces specified in the plans, as determined by surveys performed by a Registered Land Surveyor and approved by the Contracting Officer. Quantities will be calculated using Bentley Systems Inroads software. The files for the digital terrain model will be generated using ASCII data files in the form of point name, easting, northing, elevation for random points and point name, easting, northing, elevation, pen code for breakline points. Submit the ASCII data files with each progress payment request. No consideration will be given to the nature of the materials, and all excavation will be designated as unclassified excavation. All excavation outside the excavation limits specified in the plans as well as any excavation of fill brought into the excavation limits will be considered incidental to the "All Work Except As Listed Separately" pay item. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.3.2.3 Unit of Measure

Unit of measure: cubic yard.

1.3.3 Soldier Pile Walls - Piers

1.3.3.1 Payment

Payment will be made at the contract unit price for the item "Soldier Pile Walls - Piers". Payment is full compensation to complete soldier pile and pier installation. Payment item includes, but not limited to, structural steel soldier piles, concrete, drilling, installing, and encasing the specified length of each soldier pile in concrete. (AM0003) Payment item also includes construction and removal of work platforms to facilitate construction of the piers.

1.3.3.2 Measurement

The total quantity of piers includes the total length of each pier measured from the top of each pile to its founding elevation in rock as verified by borehole camera and GPS and documented in visual inspection

SECTION 01 22 00.00 10 Page 2 and test reports.

1.3.3.3 Unit of Measure

Unit of measure: linear feet.

1.3.4 Soldier Pile Walls - Anchors

1.3.4.1 Payment

Payment will be made at the contract unit price for the item "Soldier Pile Walls - Anchors". Payment is full compensation to complete anchor installation. Payment item includes, but not limited to, anchor strands, corrosion protection systems, anchor bearing assembly structural steel components, drilling, installing, grouting, stressing, and testing of the anchors. Payment is contingent upon successful proof and performance testing of anchors. (AM0003) Payment also includes welding of all anchor bearing assembly components and construction and removal of work platforms to facilitate anchor installation.

1.3.4.2 Measurement

The total quantity of anchors includes the free length, bond length, and any additional length of anchor extending through the soldier pile and anchor bearing assembly for all anchors. Verify quantity by anchor bill of lading, drill hole length as recorded in driller logs, and installation information documented in anchor records.

1.3.4.3 Unit of Measure

Unit of measure: linear feet.

(AM0003) 1.3.5 Access Stair Structure

1.3.5.1 Payment

Payment will be made at the contract JOB price for the item "Access Stair Structure." Payment is full compensation for the construction of the access stair structure. Payment item includes, but is not limited to, foundation preparation, mudmat, formwork, reinforcement, concrete, finishing, hand railing, joints, geofoam, aggregate base coarse, vapor retarder, and all other incidentals required to construct the access stair structure as shown in the plans and/or specified.

1.3.5.2 Unit of Measure

Unit of measure: job.

1.3.6 Topsoil

1.3.6.1 Payment

Payment will be made at the contract unit price for the item "Topsoil".

Payment is full compensation to provide offsite topsoil. Payment item includes, but not limited to, transporting, handling, placing, reworking, and any other incidentals to perform the work as shown and specified.

SECTION 01 22 00.00 10 Page 3

1.3.6.2 Measurement

Topsoil is measured by the number of square yards properly placed.

Measure dimensions to determine the surface area of the topsoil to the nearest square yard.

1.3.6.3 Unit of Measure

Unit of measure: Square yard.

1.3.7 Hydro-Seeding

1.3.7.1 Payment

Payment will be made at the contract unit price for the item "Hydro-Seeding". Payment is full compensation for work required to complete the sodding operations. Payment item includes, but not limited to, fertilizer, soil conditioner, and establishing and maintaining the stand of turf as shown in the plans and/or specified.

1.3.7.2 Measurement

Measure Sod by the number of square yards acceptably placed, established, and maintained, as measured in place after planting.

1.3.7.3 Unit of Measure

Unit of Measure: Square Yard.

1.4 OPTION 1

1.4.1 Hot-Mix Asphalt Paving: Access Road

1.4.1.1 Payment

Payment will be made at the contract JOB price for the item "Hot-Mix Asphalt Paving: Access Road". Payment is full compensation for work required to complete the (AM0003) paving operations. Payment item includes, but not limited to, prime coat, tack coat, and hot-mix asphalt as shown in the plans and/or specified, (AM0003) less the aggregate surface described in paragraph All Work Except As Listed Separately.

1.4.1.2 Unit of Measure

Unit of Measure: job.

1.5 OPTION 2

1.5.1 Hot-Mix Asphalt Paving: Parking Area

1.5.1.1 Payment

Payment will be made at the contract JOB price for the item "Hot-Mix Asphalt Paving: Parking Area". Payment is full compensation for work required to complete the paving operations. Payment item includes, but not limited to, prime coat, tack coat, and hot-mix asphalt as shown in the plans and/or specified (AM0003) less the aggregate surface described in paragraph All Work Except As Listed Separately.

SECTION 01 22 00.00 10 Page 4

1.5.1.2 Unit of Measure

Unit of Measure: job.

1.6 OPTION 3

1.6.1 Security Fence

1.6.1.1 Payment

Payment will be made at the contract JOB price for the item "Security Fence". Payment is full compensation for work required proper construction of a security fence, including fencing, post, gates, grounding, and concrete as shown in the plans and/or specified.

1.6.1.2 Unit of Measure

Unit of Measure: job.

1.7 OPTION 4

1.7.1 Security Gate

1.7.1.1 Payment

Payment will be made at the contract JOB price for the item "Security Gate" which price will include, but not be limited to, full compensation for proper construction of the security gate, underground electrical, communications, motor and gate controls, as stated in the plans and specifications.

1.7.1.2 Unit of Measure

Unit of measure: job.

1.8 OPTION 5

1.8.1 Security Cameras

1.8.1.1 Payment

Payment will be made at the contract JOB price for the item "Security Cameras" which price will include, but not be limited to, full compensation for providing security cameras, power, power supplies, coax, fiber, coax to fiber converter, monitoring and recording station, as stated in the plans and specifications.

1.8.1.2 Unit of Measure

Unit of measure: job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used -- End of Section --

SECTION 01 22 00.00 10 Page 5

SECTION 01 45 00.00 10

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 Construction Inspection, Testing, or Special Inspection

1.2 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 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

SECTION 01 45 00.00 10 Page 1 responsible for the overall construction activities at the site, including quality and production is the project superintendent. The project superintendent maintains a physical presence at the site at all times and is responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.

3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN

Submit no later than 30 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 30 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 documentation.

g. Procedures for tracking construction deficiencies from identification through acceptable corrective action. Establish verification

SECTION 01 45 00.00 10 Page 2 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 10 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 Safety and Health Manager, CQC System Manager, and sufficient number of additional qualified personnel to ensure safety and Contract compliance. The Safety and Health Manager reports directly to a senior project (or corporate) official independent from the CQC System Manager. The Safety and Health Manager will also serve as a member of the CQC Staff Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of

SECTION 01 45 00.00 10 Page 3 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 is required to be a construction person with a minimum of 10 years in related work. This CQC System Manager is on the site at all times during construction and is employed by the prime Contractor. The CQC System Manager is 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, civil, structural, materials technician, and submittals clerk. These individuals or specialized technical companies are employees of the prime or subcontractor;

be responsible to the CQC System Manager; be physically present at the construction site during work on the specialized peronnel's areas of responsibility; have the necessary education or experience in accordance with the experience matrix listed herein. These individuals can perform other duties but need to be allowed sufficient time to perform the specialized personnel's assigned quality control duties as described in the Quality Control Plan. A single person can cover more than one area provided that the single person is qualified to perform quality control activities in each designated and that workload allows.

Experience Matrix

Area Qualifications

Civil Construction Manager with 5 years experience in the type of work being performed on this project or technician with 8 yrs related experience

SECTION 01 45 00.00 10 Page 4

Experience Matrix

Area Qualifications

Electrical Construction Manager with 5 years of experience supervising electrical features of work in the field with a construction company

Structural Construction Manager with 8 years of experience supervising structural features of work in the field with a construction company. ACI Concrete Construction Special Inspector Certification. PTI Level 1 Multistrand & Grouted PT Inspector Certification or better.

Submittals Submittal Clerk with 1 year experience

Concrete, Pavements and Soils Materials Technician with 2 years experience for the appropriate area

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 Tulsa District Army Corps of Engineers. A schedule of CQM classes and RMS 3.0 CM classes are found on the Tulsa District Corps of Engineers website https://www.swt.usace.army.mil/Business-With-Us/Training-for-contractors/ ;

select Business with Us/Training for Contractors and submit a Participation form.

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.

(AM0003)DELETED

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.

3.4.6 Project Manager

The Project Manager is the individual responsible for overall management of the project including design and construction activities. The Project Manager must have full authority and may be on site as needed, however, if the project schedule falls behind by seven or more days, the Project Manager must be on site full time until such time that the schedule is recovered and with approval of the Contracting Officer. Minimum qualifications for the Project Manager are 10 years of professional experience. The Project Manager must have no other duties but may have

SECTION 01 45 00.00 10 Page 5 other contracts assigned. Period of absence may not exceed 2 weeks at any one time and not more than 30 work days during a calendar year. Identify an alternate for the Project Manager to serve in the Project Manager's absence. The requirements for the alternate are the same as for the designated Project Manager.

3.5 SUBMITTALS AND DELIVERABLES

Submittals, if needed, have to comply with the requirements in Section 01 33 00SUBMITTAL 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.

SECTION 01 45 00.00 10 Page 6

j. Discussion of the initial control phase.

k. The Government needs to be notified at least three days 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 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 one day in advance of beginning the initial phase for definable feature of work. Add dates and times for Initial meetings for all Features of Work in the Three Phase Inspection Submodule in RMS. One week prior to the Initial Meeting, submit revised Three Phase Control Worksheet - Initial and Final Follow-up and AHA, and provide to QA inspector for review. The QA Inspector will provide comments to CQC System Manager prior to initial meeting. Initial meeting will be conducted by the CQC System Manager and attended by the superintendent, other CQC personnel.

Following the Initial meeting, the CQC System Manager will attach corrected Three Phase Control Worksheet - Initial, Follow-up and AHA to the QC Daily Report Documents Packages folder. 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

SECTION 01 45 00.00 10 Page 7 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.

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. Submit official test reports from the laboratory to the Government by transmittal in RMS; CQC System Manager should ensure to link QC test to the QC Daily when test was taken.

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:

ht t ps: / / www. er dc. usace. ar my. mi l / Medi a/ Fact - Sheet s/ Fact - Sheet - Ar t i c l e- Vi ew/ Ar t i c l e/ 476661/ mat er i al s- t est i ng- cent er / Cost associated by selecting a non-approved laboratory are the responsibility of the Contractor, and work must not be performed until the approval process is completed.

SECTION 01 45 00.00 10 Page 8

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 $9,500 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.

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

SECTION 01 45 00.00 10 Page 9 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.

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 QC Daily report electronically in RMS in the QC Daily Reports Submodule Document Packages folder.. Hard copies are not required unless requested by the Contracting

SECTION 01 45 00.00 10 Page 10

Officer. 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 SAMPLE FORMS

Sample forms are generated by RMS.

3.11 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 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 00.00 10 Page 11

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

02/19

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.

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 117 (2010; Errata 2011) Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 121R (2008) Guide for Concrete Construction Quality Systems in Conformance with ISO

ACI 301 (2016) Specifications for Structural Concrete

ACI 302.1R (2015) Guide for Concrete Floor and Slab Construction

ACI 304.2R (2017) Guide to Placing Concrete by Pumping Methods

ACI 304R (2000; R 2009) Guide for Measuring, Mixing, Transporting, and Placing Concrete

ACI 305.1 (2014) Specification for Hot Weather Concreting

ACI 305R (2010) Guide to Hot Weather Concreting

ACI 306.1 (1990; R 2002) Standard Specification for Cold Weather Concreting

ACI 306R (2016) Guide to Cold Weather Concreting

ACI 308.1 (2011) Specification for Curing Concrete

ACI 347R (2014; Errata 1 2017) Guide to Formwork for Concrete

ACI SP-2 (2007; Abstract: 10th Edition) ACI Manual of Concrete Inspection

ACI SP-15 (2011) Field Reference Manual: Standard Specifications for Structural Concrete ACI 301-05 with Selected ACI References

SECTION 03 30 00 Page 1

AMERICAN HARDBOARD ASSOCIATION (AHA)

AHA A135.4 (1995; R 2004) Basic Hardboard

AMERICAN WELDING SOCIETY (AWS)

AWS D1.4/D1.4M (2011) Structural Welding Code - Reinforcing Steel

ASTM INTERNATIONAL (ASTM)

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A615/A615M (2020) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM A706/A706M (2016) Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

ASTM A934/A934M (2016) Standard Specification for Epoxy-Coated Prefabricated Steel Reinforcing Bars

ASTM A1044/A1044M (2016a) Standard Specification for Steel Stud Assemblies for Shear Reinforcement of Concrete

ASTM C31/C31M (2019) Standard Practice for Making and Curing Concrete Test Specimens in the Field

ASTM C33/C33M (2018) Standard Specification for Concrete Aggregates

ASTM C39/C39M (2018) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

ASTM C42/C42M (2018a) Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

ASTM C78/C78M (2018) Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)

ASTM C94/C94M (2018) Standard Specification for Ready-Mixed Concrete

ASTM C143/C143M (2015) Standard Test Method for Slump of Hydraulic-Cement Concrete

ASTM C150/C150M (2018) Standard Specification for Portland Cement

ASTM C172/C172M (2017) Standard Practice for Sampling

SECTION 03 30 00 Page 2

Freshly Mixed Concrete

ASTM C173/C173M (2016) Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

ASTM C231/C231M (2017a) Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method

ASTM C260/C260M (2010a; R 2016) Standard Specification for Air-Entraining Admixtures for Concrete

ASTM C311/C311M (2018) Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete

ASTM C330/C330M (2017a) Standard Specification for Lightweight Aggregates for Structural Concrete

ASTM C494/C494M (2017) Standard Specification for Chemical Admixtures for Concrete

ASTM C552 (2017; E 2018) Standard Specification for Cellular Glass Thermal Insulation

ASTM C578 (2018) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM C591 (20172019) Standard Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation

ASTM C618 (2019) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

ASTM C803/C803M (2018) Standard Test Method for Penetration Resistance of Hardened Concrete

ASTM C873/C873M (2015) Standard Test Method for Compressive Strength of Concrete Cylinders Cast in Place in Cylindrical Molds

ASTM C900 (2015) Standard Test Method for Pullout Strength of Hardened Concrete

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

ASTM C989/C989M (2018a) Standard Specification for Slag Cement for Use in Concrete and Mortars

ASTM C1017/C1017M (2013; E 2015) Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete

ASTM C1074 (2011) Standard Practice for Estimating

SECTION 03 30 00 Page 3

Concrete Strength by the Maturity Method

ASTM C1077 (2017) Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation

ASTM C1107/C1107M (2017) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

ASTM C1260 (2014) Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)

ASTM C1293 (2008; R 2015) Standard Test Method for Determination of Length Change of Concrete Due to Alkali-Silica Reaction

ASTM C1567 (2013) Standard Test Method for Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)

ASTM C1602/C1602M (2018) Standard Specification for Mixing Water Used in Production of Hydraulic Cement Concrete

ASTM C1778 (2016) Standard…