Amend-0001_W912HY20B0011.pdf

W45VAK20201217 010519

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

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

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 W912HY20B0011

X 9B. DATED (SEE ITEM 11)

10-Jul-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 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.)

White Oak Bayou, Texas Hurricane Harvey and T.S. Imelda in Harris County, Texas is hereby amended:

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

A0001

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

06-AUG-2020

CODE

US ARMY CORPS OF ENGINEERS

GALVESTON DISTRICT

CONTRACTING DIVISION

2000 FORT POINT ROAD

GALVESTON TX 77550-1229

W912HY 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HY20B0011

A0001-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W912HY20B0011, WHITE OAK BAYOU, TEXAS

HURRICANE HARVEY AND T.S. IMELDA IN HARRIS COUNTY, TEXAS PROJECT

MANUAL FOR EMERGENCY REPAIRS are hereby amended as follows:

a) Specifications.

(1) SECTION 01 45 01.00, QUALITY CONTROL – The enclosed SECTION 01 45 01.00 entitled QUALITY CONTROL supersedes that issued with this Solicitation.

b) Drawings.

(1) DRAWINGS NO. C-110, C-111, and C-112 - The enclosed Drawings No. C-110, C-111, and C-112 supersedes that issued with this Solicitation.

(2) APPENDIX DRAWINGS FOR WHITE OAK BIKE TRAILS - The enclosed Drawings White Oak Bayou Record Dwgs A, White Oak Bayou Record Dwgs C, White Oak Bayou Record Dwgs D, White Oak Bayou TRAIL EXTENSIONS, White Oak Bayou PHASE-1, and White Oak Bayou TIGER PROJECT-2 is to be added to those issued with this Solicitation.

2. This amendment shall be attached to and become a part of the solicitation.

09 Encls:

1. SECTION 01 45 01.00 QUALITY CONTROL

2. DRAWING NO. C-110

3. DRAWING NO. C-111

4. White Oak Bayou Record Dwgs A

5. White Oak Bayou Record Dwgs C

6. White Oak Bayou Record Dwgs D

7. White Oak Bayou TRAIL EXTENSIONS

8. White Oak Bayou PHASE-1

9. White Oak Bayou TIGER PROJECT-2

SWG FILE NO.: FCCE 413-034 SOLICITATION NO.: W912HY20B0011

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 01.00

QUALITY CONTROL AMENDMENT NO. 0001

PART 1 GENERAL

1.1 REFERENCES

1.2 PAYMENT

1.3 SUBMITTALS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN

3.2.1 Content of the CQC Plan

3.2.2 Acceptance of Plan

3.2.3 Notification of Changes

3.3 COORDINATION MEETING

3.4 PROGRESS MEETINGS

3.5 QUALITY CONTROL ORGANIZATION

3.5.1 Personnel Requirements

3.5.2 CQC System ManagerAM#1

3.5.3 CQC Personnel

3.5.4 Additional Requirement

3.5.5 Organizational Changes

3.6 SUBMITTALS AND DELIVERABLES

3.7 CONTROL

3.7.1 Preparatory Phase

3.7.2 Initial Phase

3.7.3 Follow-up Phase

3.7.4 Additional Preparatory and Initial Phases

3.8 TESTS

3.8.1 Laboratory Validation Requirements

3.8.2 Laboratory Validation Procedures

3.8.3 Coordination

3.9 COMPLETION INSPECTION

3.9.1 Punch-out Inspection

3.9.2 Pre-final Inspection

3.9.3 Final Acceptance Inspection

3.10 DOCUMENTATION

3.11 NOTIFICATION OF NON-COMPLIANCE

-- End of Section Table of Contents --

SECTION 01 45 01.00 Page 1

TO ACCOMPANY AMENDMENT NO. 0001 OF SOLICITATION: W912HY20B0011

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 45 01.00 Page 2

SECTION 01 45 01.00

QUALITY CONTROL

AMENDMENT NO. 0001

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 E329 (2018) Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1110-1-261 (1999) Quality Assurance of Laboratory Testing Procedures

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 Bid Schedule 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 Plan ; G

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Establish and maintain an effective Quality Control (QC) system that complies with the CONTRACT CLAUSE titled INSPECTION OF CONSTRUCTION. QC consists of plans, procedures, and organization necessary to produce an end product which complies with the Contract requirements. The QC system will cover all construction operations, both onsite and offsite, and be keyed to the proposed construction sequence. The project superintendent

SECTION 01 45 01.00 Page 3 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. The project superintendent will maintain 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 10 calendar days from the award date, the Contractor Quality Control Plan proposed to implement the requirements of the CONTRACT CLAUSE titled INSPECTION OF CONSTRUCTION. will be permitted to begin only after acceptance of the CQC Plan .

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 who 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. Copies of these letters will be furnished to the Government.

d. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents. These procedures will 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 will 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 procedures that identified deficiencies have been corrected.

SECTION 01 45 01.00 Page 4

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 may be identified by different trades or disciplines, or it may be work by the same trade in a different environment. Although each section of the specifications may generally be considered as a definable feature of work, there are frequently more than one definable 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 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 proposed change. Proposed changes are subject to acceptance by the Contracting Officer.

3.3 COORDINATION MEETING

After the and prior to acceptance by the Government of the CQC Plan, meet with the Contracting Officer or Authorized Representative and discuss the CQC System. During the meeting, a mutual understanding of the system details will be developed, including the forms for recording the CQC operationsoperations, 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 this Contract file. There may be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures which may require corrective action by the Contractor.

3.4 PROGRESS MEETINGS

A progress meeting will be held weekly during active construction. The meetings will occur on-site, in the Contractor's field office or by teleconference, as conditions allow. The day for conducting meetings will be mutually agreed to between the Contractor, the Government and the Local Sponsors at the preconstruction conference. The Contractor will prepare meeting agendas and meeting minutes for each meeting and provide to all parties, unless the Contracting Officer's Representative (COR) specifically indicates otherwise in writing.

Progress meeting will consist of a written agenda of topics and issues to be discussed during the meeting and followed up with draft meeting minutes

SECTION 01 45 01.00 Page 5 prepared by the Contractor. The draft meeting minutes will be emailed out to all attendees one day after the meeting for review and approval. The review and approval process will allow for mutual acceptance of the draft minutes as written, or editing to add, delete, and/or correct items that were covered in the weekly meeting. The edited draft meeting minutes will be published and handed out by the Contractor at each following week's progress meeting. If all attendees agree the minutes have been properly edited; then those minutes become the official final minutes of the previous week's progress meeting. All attendees will be required to sign an attendance sheet that will become an attachment to the official final meeting minutes.

The progress meeting agendas will at a minimum contain the following items (Italic wording represents example input per item):

1. Contract Schedule and S-curve status

a. Dollar driven schedule how much will the Contractor need in the next three months

b. Status of the Contract and funds

2. Weather days for the last two weeks

3. Go over Punch/Discrepancy list Items

a. Not in Contract compliance

b. Methods of correction

c. Where does it fit in the schedule?

d. Is it holding up a critical path item?

e. Is it a critical path item?

4. Status of stored materials

a. When to fund stored materials and when to subtract materials from the stored state

b. Where is the item on the scheduled?

5. Work performed since last progress meeting

a. Last week did we do what we said we were going to do?

b. Is there some slippage according to schedule?

6. Two week look ahead.

7. Submittal register open / closed items

a. Status of needed submittals

b. Missing/overdue

8. Visit any open items from previous week's agenda.

9. Pay estimate

a. Questions

b. Concerns

c. Progress

10. Status of safety plan and accident prevention

11. Review of the QCS program

a. Questions

b. Problems

c. Observations

d. d. Review Reports (Contractor Action Items, Submittals in Review, Submittals due in 30 days, etc)

SECTION 01 45 01.00 Page 6

12. Status and review of testing

a. Concrete

b. Soil

c. Asphalt

13. RFI's / RFC's

a. New

b. Unanswered

14. RFP's

a. New

b. Unanswered

15. Differing Site Conditions

16. Security issues

a. Status of coordination with the Others/Local Sponsor, Any Item

17. Other

During the first progress meeting the agenda format will be reviewed and agreed to by all parties in attendance.

Contractor will conduct all progress meetings as well as prepare the updated agenda for the meeting prior to the scheduled day, and any information in dispute will be addressed at the meeting.

3.5 QUALITY CONTROL ORGANIZATION

3.5.1 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 will report 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 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 actions 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.

3.5.2 CQC System Manager AM#1

Identify as CQC System Manager an individual within the on-site work organization who is responsible for overall management of CQC and has the authority to act in every CQC issue for the Contractor. The CQC System Manager is required to be a graduate engineer, graduate architect, or a graduate of construction management, with a minimum of 5 years

SECTION 01 45 01.00 Page 7 construction experience on construction similar to this Contract , or a const r uct i on per son wi t h a mi ni mum of 10 year s i n r el at ed wor k. .

This CQC System Manager is on the site at all times during construction and be 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.

3.5.3 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: civil, environmental, and materials technician. These individuals or specialized technical companies are 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 during work on the specialized personnel's areas of responsibility; have the necessary education and/or experience in accordance with the experience matrix listed herein. These individuals have no other duties other than quality control

Experience Matrix

Area Qualifications

Civil Graduate Civil Engineer or Construction Manager with 2 years experience in the type of work being performed on this project or technician with 5 years related experience

3.5.4 Additional Requirement

In addition to the above experience and education requirements, the 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 Army Corps of Engineers. More information can be obtained from the web site:

Construction Quality Management (CQM) for Contractors .

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.

3.5.5 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 for acceptance.

3.6 SUBMITTALS AND DELIVERABLES

Submittals, if needed, have to comply with the requirements in SECTION

SECTION 01 45 01.00 Page 8

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

3.7 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:

3.7.1 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/or 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 definable feature. Document the results of the preparatory phase actions by separate minutes prepared by the CQC System Manager and

SECTION 01 45 01.00 Page 9 attach to the daily CQC report. Instruct applicable workers as to the acceptable level of workmanship required in order to meet contract specifications.

3.7.2 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 definable feature of work should be repeated for each new crew to work onsite, or any time acceptable specified quality standards are not being met.

3.7.3 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 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.

3.7.4 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 01.00 Page 10

3.8 TESTS

3.8.1 Laboratory Validation Requirements

Propose the minimum number of laboratories that can attain or have attained U.S. Army Corps of Engineers (USACE) validation in accordance with ER 1110-1-261 Quality Assurance of Laboratory Testing Procedures and consistent with the testing requirements in this Contract. The Contractor may propose laboratories that will be subsequently validated by the USACE, or select currently validated USACE laboratories.

3.8.2 Laboratory Validation Procedures

If not currently validated, the laboratory will be validated by the Engineering Research and Development Center, Materials Testing Center (MTC) .

The MTC may be contacted at (601) 634-2142. The laboratory validation fee will be paid directly to the MTC by the Contractor. The validation process requires 45 days to complete for laboratories without significant deficiencies. Validation will be accomplished by one of the following processes:

(1) Inspection will be performed by the MTC in accordance with

ASTM E329.

(2) A laboratory may be validated by auditing if it has been inspected by the Concrete and Cement Reference Laboratory (CERL) or AASHTO Materials Reference Laboratory (AMRL) within the past 2 years in accordance with ASTM E329. The audit is to be performed by the MTC. Inspection by the MTC may be required after auditing if one or more of the critical testing procedures required in this project specification were not included in the CCRL or AMRL inspection report or if there is a concern that the laboratory may not be able to provide the required services.

3.8.3 Coordination

Each specific test, exact delivery location, and dates will be coordinated with the Contracting Officer.

3.9 COMPLETION INSPECTION

3.9.1 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 the SPECIAL CONTRACT REQUIREMENTS, STANDARD Clause, "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 by the CQC System Manager or staff to ascertain that deficiencies have been corrected. Once this is accomplished, notify the Government that the facility is ready for the Government Pre-final inspection.

3.9.2 Pre-final Inspection

The Government will perform the pre-final inspection to verify that the

SECTION 01 45 01.00 Page 11 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 a particular increment of the work if the project is divided into increments by separate completion dates.

3.9.3 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 user groups and the Contracting Officer may 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 the remaining work performed under this Contract, will be complete and acceptable by the date scheduled for the final acceptance inspection. Failure of the Contractor to have the 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 with the CONTRACT CLAUSE titled "Inspection Of Construction".

3.10 DOCUMENTATION

Maintain current records providing factual evidence that required quality control activities and/or 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/or 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.

SECTION 01 45 01.00 Page 12

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

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

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 will 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 will be signed and dated by the 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.

3.11 NOTIFICATION OF NON-COMPLIANCE

The Contracting Officer will notify the Contractor of any detected noncompliance with the foregoing requirements. Take immediate corrective action after receipt of this notice. This notice, when delivered to the Contractor at the worksite, will be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the Contracting Officer may 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 01.00 Page 13

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 45 01.00 Page 14

SOLICITATION NO.:

DESIGNED BY:

DESCRIPTION

A

M ARK

SIZE:

SUBMITTED BY:

DATE

CONTRACT NO.:CHECKED BY:

DRAW N BY:

ISSUE DATE:

B C D E F G

S H

E E

T

ID

o f E n g in e e r s

U S

A rm y C o rp s

GALVESTON, TEXAS

GALVESTON DISTRICT

U.S. ARM Y CORPS OF ENGINEERS

HSC 413-04

SW G FILE NO.:

COLONEL U.S. ARM Y, COM M ANDING

OF TIM OTHY R. VAIL,

PREPARED UNDER THE DIRECTION

ANSI D

G a lv e s to n D is tric t

TERESA HENDERSON

ZACHARY HINOJOSA

DAVID B. BOOTHBY

JOSHUA HUTCHINSON

HARRIS COUNTY FLOOD CONTROL DISTRICT

W HITE OAK BAYOU, HOUSTON, TX

HURRICANE HARVEY AND TS IMELDA EMERGENCY REPAIRS

JULY 2020

W 912HY20B0011

7+00

8+

9+

10+

11+

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00 h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o h y d r o i n c m p b o t t o m

R S

R S

C P

R S

B S

B

S c h k

3,123,000X=

3,123,500X=

3,124,000X= 3,124,000X=

3,123,500X=

,8

,5

Y

,8

,5

Y

,8

,0

Y

N MILAM

TRAVIS

G

IR

A R

D

M AIN

W A L N

U T

N SAN JACINTO

R O T H

W E L L

S

IT

E A

C C

E S

S A

D D

IT

IO

N A

L

IN

F O

R M

A T

IO

N

F O

R C

O N

S T

R U

C T

IO

N

A C

T

IV

IT

IE

S . S

E E

D R

A W

IN

G

C -1

F

O R

N

T E

: U T

IL

IZ

E A

C C

E S

S R

O U

T E

F O

R Z

O N

E

T

O A

C C

E S

S T

H

IS

A R

E A

C -1

PLAN VIEW

ZONE 12

Y

,8

,0

X=3,123,000

S C

A L

E I

N F

E E

T

P L

A N

-8 .0

-8 .0

.0

-8.00

-8 .0

-8 .0

-6.00

-6 .0

-6 .0

-6 .0

-6 .0

-6 .00

0.00

0.00

0.00

.0

.0

.0

.0

0.00

.0

.0

.0

.0

0.

0.

0.

0.

.0

32.00

-4 .0

-4 .0

-4 .0

-4 .0

-4.00

-4 .0

-2 .0

.0

-2 .0

-2 .0

-2.00

-2.00

0.

.0

0.

0.0

.0

.0

28.

.0

.0

2.

2.00

.0

.0

2.00

.0

.0

2.00

2.00

4.00

4.

4.0

4.

.0

.0

.0

.0

.0

.0

4.00

.0

6.00

.0

6.

6.

.0

.0

.0

.0

6.00

.0

6.00

.0

.0

.0

6.00

.0

.0

30.00

.0

8.00

.0

8.00

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

8.

8.0

.0

.0

.00

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

10.00

10.00

10.0010.00

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

12.00

12.00

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

14.00

14.00

14.00

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

16.00

.0

18.00

18.00

.0

.0

.0

.0

.0

.0

.0

.0

.0

18.00

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

20.00

20.00

20.00

.0

.0

.0

.0

.0

.0

.0

.0

22.00

.0

.0

.0

.0

24.00

24.00

.0

.0

.0

.0

.0

.0

.0

.0

.0

24.00

.0

.0

.0

.0

.0

.0

.0

.0

26.00

.0

6.00

.0

.0

.0

.0

.0

28.00

.0

.0

.00

.0

.0

.00

.0

.0

30.00

.0

30.00

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

11+23

11+82

12+53

13+26

P .I. 1

-6

P .I. 1

-5

P .I. 1

-3

P .I. 1

-4

P .I. 1

-2

P .I. 1

-1

L

IM

IT

S

O F

W O

R K

Z O

N E

L

IM

IT

S

O F

W O

R K

R

IG

H T

O F

W A

Y

R

IG

H T

O F

W

Y

S

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

G A

L V

E S

T O

N T

E X

A S

G A

L V

E S

T O

N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

H S

C

-0

S W

G F

IL

E N

O

C O

L O

N E

L U .S

A R

M Y

C O

M M

A N

D

IN

G

O F T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

S I

D

Galveston District

T E

R E

S A H

E N

D E

R S

O N

Z A

C H

A R

Y H

IN

O J

O S

A

D A

V

ID

B

B O

O T

H B

Y

J O

S H

U A H

U T

C H

IN

S O

N

H A

R R

IS

C

O U

N T

Y F

L O

O D C

O N

T R

O L D

IS

T R

IC

T

W H

IT

E O

A K B

A Y

O U

H O

U S

T O

N T

X

H U

R R

IC

A N

E H

A R

V E

Y A

N D T

S I

M E

L D

A E

M E

R G

E N

C Y R

E P

A

IR

S

-J U

L Y

W

H Y

B

0+00

1+00

2+00

3+00

4+00

,1

,0

X

,1

,5

X

,1

,0

X

,1

,0

X

,1

,5

X

,1

,0

X

13,843,500Y=

13,843,000Y= 13,843,000Y=

13,843,500Y=

SCALE IN FEET

0 50 100 150

PLAN

S A

N J

A C

IN

T O

C O

M M

ER

C E

T R

A V

IS

M A

IN

FA

N

N

IN

BAKER

N S

A N J

A C

IN

T O

0+00-A

1+00-A

2+00-A

3+00-A

4+00-A

4+55-A

SITE ACCESS

C-111

P L

A N V

IE

W

Z O

N E

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

10.00

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

.0

0+60

0+80

1+00

0+ -A

1+ -A

1+ -A

2+ -A

2+ -A

3+ -A

3+ -A

0+40

0+20

0+00

P.I. 13-4

P.I. 13-3

P.I. 13-2

LIMITS OF WORK

P.I. 13-1

ZONE 13

RIGHT OF WAY

S

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

G A

L V

E S

T O

N T

E X

A S

G A

L V

E S

T O

N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

H S

C

-0

S W

G F

IL

E N

O

C O

L O

N E

L U .S

A R

M Y

C O

M M

A N

D

IN

G

O F T

IM

O T

H Y R

V A

IL

P R

E P

A R

E D U

N D

E R T

H E D

IR

E C

T

IO

S I

D

Galveston District

T E

R E

S A H

E N

D E

R S

O N

Z A

C H

A R

Y H

IN

O J

O S

A

D A

V

ID

B

B O

O T

H B

Y

J O

S H

U A H

U T

C H

IN

S O

N

H A

R R

IS

C

O U

N T

Y F

L O

O D C

O N

T R

O L D

IS

T R

IC

T

W H

IT

E O

A K B

A Y

O U

H O

U S

T O

N T

X

H U

R R

IC

A N

E H

A R

V E

Y A

N D T

S I

M E

L D

A E

M E

R G

E N

C Y R

E P

A

IR

S

-J U

L Y

W

H Y

B e3 e3 e3 e3 e3 e2 e3e3 e2 e3 e2 e3 e2 e2 e2 e2 e2 e2 e2 e2 e2 e1 e1 e2 e1 e2 e2 e2 e1 e1 e1 e1 e1 bottomofditche1 bottomditch bottomditch bottomditch bottomditch bottomditch e1 e1 e1 bottomditch e1 e1 e1 topditch topditch e1 e1 e1 topditch topofditch topditch topditch topditch topofditch e1 e1 topditcch topditch e1 topditch topditch topditch topditch

,1

,5

X

,1

,0

X

,1

,0

X

,1

,0

X

,1

,5

X

NAYLO

R

13,845,500Y= 13,845,500Y=

13,845,000Y=

FOR ZONE 12

C-112

P L

A N V

IE

W

Z O

N E

Y=13,845,000

X ,1

,0

SCALE IN FEET

0 50 100 150

PLAN

.0

.0

LIMITS OF WORK

ZONE 14

P.I. 14-3

P.I. 14-2

P.I. 14-1

RIGHT OF WAY