B.08.03_W912HY22B0018 Amendment 0001 08102022 P&S.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

See Continuation Sheet

1. CONTRACT ID CODE PAGE OF PAGES

1 298

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 W912HY22B0018

X 9B. DATED (SEE ITEM 11)

08-Aug-2022

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 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.

No. 0001

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

10-Aug-2022

CODE

US ARMY CORPS OF ENGINEERS

2000 FORT POINT ROAD

P.O. BOX 1229

GALVESTON TX 77553-1229

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HY22B0018

A0001-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The plans and specifications for Solicitation No. W912HY22B0018, UNRESTRICTED

PROCUREMENT FOR FY 22 USACE, GALVESTON DISTRICT, GULF INTRACOASTAL

WATERWAY, TEXAS, CORPUS CHRISTI TO PORT ISABEL, PIPELINE DREDGING IN

NUECES, KLEBERG, KENEDY, WILLACY, AND CAMERON COUNTIES, TEXAS.

BIDS ARE DUE ON 08 SEPTEMBER 2022 AT 10:00 A.M. CDT are hereby amended as follows:

a) Specifications.

(1) The enclosed Specifications attached with this Amendment No. 0001 W912HY22B0018- Specifications -Final-Signed, supersedes that issued with this Solicitation in its entirety.

b) Drawings.

(1) The enclosed Drawings attached with this Amendment No.0001 W912HY22B0018-Plans- Final-Signed, supersedes that issued with this Solicitation in its entirety.

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

02 Encls:

1. Amend-0001_W912HY22B0018-Specifications-Final-Signed

2. Amend-0001_W912HY22B0018-Plans-Final-Signed

SOLICITATION NO.: W912HY22B0018

GULF INTRACOASTAL WATERWAY, TEXAS

CORPUS CHRISTI TO PORT ISABEL

AND CHANNEL TO HARLINGEN

PIPELINE DREDGING

AUGUST 2022

IN NUECES, KLEBERG, KENEDY, WILLACY, AND CAMERON COUNTIES, TEXAS

This project was designed by the Galveston District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

WILLIE J. HONZA, P.E.

CHIEF ENGINEERING BRANCH

HONZA.WILLIE.J.1231036136 Digitally signed by HONZA.WILLIE.J.1231036136 Date: 2022.08.09 14:19:48 -05'00'

SWG FILE NO.: IWW 1175-0281 SOLICITATION: W912HY22B0018

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 00 SOLICITATION, OFFER AND AWARD, SF-1442

00 11 00.00 45 BID SCHEDULE

00 21 00 INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

00 45 00 REPRESENTATION AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD

00 73 46 WAGE RATES

00 73 53.00 45 SECURITY PROCEDURES

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.01 45 NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

01 22 00.10 45 MEASUREMENT AND PAYMENT

01 32 01.01 45 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 45 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 01.00 QUALITY CONTROL

01 57 20.00 45 ENVIRONMENTAL PROTECTION

01 58 13.04 45 BULLETIN BOARD

DIVISION 31 - EARTHWORK

31 11 00.10 45 CLEARING, GRUBBING, AND REMOVAL OF DEBRIS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23.16 45 PIPELINE DREDGING

35 20 23.33 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS Page 2

X

DANELLE M TATE 409.766.3116

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED (RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________183 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

US ARMY CORPS OF ENGINEERS

GALVESTON DISTRICT

CONTRACTING DIVISION

2000 FORT POINT ROAD

GALVESTON TX 77550-1229

W912HY

PAGE OF PAGES

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour) Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: 409 766 3850 TEL: FAX:

W912HY22B0018

THIS SOLICITATION IS BEING ISSUED AS AN UNRESTRICTED PROCUREMENT FOR FY22 USACE GALVESTON DISTRICT, GULF INTRACOASTAL WATERWAY, TEXAS CORPUS CHRISTI TO PORT ISABEL, PIPELINE DREDGING, NUECES, KLEBERG, KENEDY, WILLACY, AND CAMERON COUNTIES, TEXAS.

ESTIMATE CONSTRACTION RANGE (FAR 36.302) - THE ESTIMATED PRICE RANGE OF THE PROPOSED CONSTRUCTION IS BETWEEN

$5,000,000.00 AND $10,000,000.00

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

1.1.2 Option No. 1

1.1.3 Option No. 2

1.1.4 Option No. 3

1.1.5 Option No. 4

1.1.6 Option No. 5

1.1.7 Option No. 6

1.2 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

DOCUMENT 00 11 00.00 45 Page 2

00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1

Item No. Description Estimated

Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and

Demobilization 1 JOB SUM $___________

0002 Dredging GIWW

Sections 1-14 1,411,000 C.Y. $_________ $___________

TOTAL SCHEDULE NO. 1 $___________

NOTE: Completion time stated in SECTION 00 73 00.01 45 SPECIAL CONTRACT

REQUIREMENTS, STANDARD is for Schedule No. 1 work.

DOCUMENT 00 11 00.00 45 Page 3

BID SCHEDULE (CONT'D)

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.2 Option No. 1

Item

No.

Description Estimated

Quantity

Unit Unit Price Estimated Amount

OPTION NO. 1

0003 Dredging Channel to Harlingen

Sections 15-18

173,000 C.Y. $_________ $___________

TOTAL OPTION NO. 1 $___________

TOTAL SCHEDULE NO. 1 AND OPTION NO. 1 $___________

NOTE FOR OPTION NO. 1: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. An additional time of 29 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 4

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.3 Option No. 2

Item No. Description Estimated

Quantity

Unit Unit Price Estimated Amount

OPTION NO. 2

0004 Port Isabel Small

Boat Harbor

Section 19

19,000 C.Y. $_________ $___________

TOTAL OPTION NO. 2 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1 AND 2 $___________

NOTE FOR OPTION NO. 2: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. An additional time of 15 calendar days will be added to this Contract for

DOCUMENT 00 11 00.00 45 Page 5

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.4 Option No. 3

Item

No.

Description Estimated

Quantity

Unit Unit Price Estimated Amount

OPTION NO. 3

0005 Dredging Channel to

Harlingen Docks

(Section 20

Valero/Cemex/Simplot)

(Section 21 Helena)

(Section 22 Sugar)

(Section 23 East

Dock)

56,000 C.Y. $_________ $___________

TOTAL OPTION NO. 3 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, AND 3 $___________

NOTE FOR OPTION NO. 3: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. An additional time of 15 calendar days will be added to this Contract for

DOCUMENT 00 11 00.00 45 Page 6

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.5 Option No. 4

Item

No.

Description Estimated

Quantity

Unit Unit Price Estimated Amount

OPTION NO. 4

0006 Placement Area No.

18 Clearing and

Grubbing

1 JOB SUM $___________

TOTAL OPTION NO.4 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, 3, AND 4 $___________

NOTE FOR OPTION NO. 4: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. An additional time of 30 calendar days will be added to this Contract for

DOCUMENT 00 11 00.00 45 Page 7

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.6 Option No. 5

Item

No.

Description Estimated

Quantity

Unit Unit Price Estimated Amount

OPTION NO. 5

0007 Placement Area No.

22 Clearing and

Grubbing

1 JOB SUM $___________

TOTAL OPTION NO. 5 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, 3, 4, AND 5 $___________

NOTE FOR OPTION NO. 5: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. An additional time of 22 calendar days will be added to this Contract for

DOCUMENT 00 11 00.00 45 Page 8

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.7 Option No. 6

Item

No.

Description Estimated

Quantity

Unit Unit Price Estimated Amount

OPTION NO. 6

0008 Dredging Channel to Harlingen

Sections 24-29

268,000 C.Y. $_________ $___________

TOTAL OPTION NO. 6 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, 3, 4, 5, AND 6 $___________

NOTE FOR OPTION NO. 6: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. An additional time of 35 calendar days will be added to this Contract for

DOCUMENT 00 11 00.00 45 Page 9

(TO BE ATTACHED TO STANDARD FORM 1442)

1.2 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

-- End of Document --

DOCUMENT 00 11 00.00 45 Page 10

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 73 00.01 45

SPECIAL CONTRACT REQUIREMENTS, STANDARD

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (FAR

52.211-10)

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (SEPT 2000) (FAR 52.211-12)

1.3 PHYSICAL DATA (APR 1984) (FAR 52.236-4)

1.4 QUANTITY SURVEYS (APR 1984) (FAR 52.236-16)

1.5 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.6 (SCR-S-102) CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR

PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (April 2011)

1.7 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984) (52.236-1)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

DOCUMENT 00 73 00.01 45 Page 1

DOCUMENT 00 73 00.01 45 Page 2

00 73 00.01 45

SPECIAL CONTRACT REQUIREMENTS, STANDARD

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (FAR

52.211-10)

The Contractor shall be required to:

(a) Commence work under this contract within 10 calendar days after the date the Contractor receives the Notice to Proceed;

(b) Prosecute the work diligently, and

(c) Complete the entire work ready for use not later than 183 calendar days after the date the Contractor receives the Notice to

Proceed. The time stated for completion shall include final cleanup of the premises.

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (SEPT 2000) (FAR 52.211-12)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $3,894 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

1.3 PHYSICAL DATA (APR 1984) (FAR 52.236-4)

Data and information furnished or referred to below is for the

Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the

Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys.

(b) Weather Conditions. Under ordinary conditions, the mean tidal range is about 1.0 feet. The height of tide is largely dependent on the force, direction, and duration of the wind. Strong northerly winds may depress the water surface as much as, and in some instances more than 1.0 feet below Mean Lower Low Water (MLLW), while southerly winds may raise the water surface as much as, and in some instances more than 2.0 feet above MLLW.

(c) Transportation Facilities. The immediate vicinity is served by railroad, highway, and deep and shallow draft channels. The Gulf

Intracoastal Waterway and the Channel To Harlingen site, also the Port

Isabel Small Boat Harbor-is accessible by water via the Gulf

DOCUMENT 00 73 00.01 45 Page 3

Intracoastal Waterway from Port Isabel and from Rio Hondo which is located adjacent to the Harlingen Channel. Port Isabel has adequate highway access and public port facilities are available at the

Harlingen Turning Basin. The work site is accessible by water via the

Gulf Intracoastal Waterway. Public wharves, rail and highway connections are available at Brownsville and Corpus Christi, Texas.

(d) Other Information. Channel traffic consists of (small boats of various sizes, fishing vessels, ferries, tugs, tows consisting of a tug and one or more barges). Traffic will interfere with dredging operations to some extent.

The general shape of the existing section of channel to be dredged is shown by cross sections on the Contract drawings.

1.4 QUANTITY SURVEYS (APR 1984) (FAR 52.236-16)

(a) Quantity surveys shall be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

(b) The Government shall conduct the original and final surveys and make the computations based on them. The Contractor shall conduct the surveys for any periods for which progress payments are requested and make the computations based on these surveys. All surveys conducted by the Contractor shall be conducted under the direction of the

Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance.

(c) Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer.

1.5 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

(a) This special contract requirement does not apply to terminations.

(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the

Government can determine both ownership and operating costs from the con-tractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP

1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region VI. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply.

For retroactive pricing, the schedule in effect at the time the work was

DOCUMENT 00 73 00.01 45 Page 4 performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of

FAR 31.105(d)(ii) and FAR 31.205-36, Rental Costs. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the SAT, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on

Standard Form 1411, Contract Pricing Proposal Cover Sheet.

NOTE: A copy of EP 1110-1-8, "CONSTRUCTION EQUIPMENT OWNERSHIP AND

OPERATING EXPENSE SCHEDULE," is available at the following website:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Pamphlets/

1.6 (SCR-S-102) CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR

PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (April 2011)

The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the

Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Davis-Bacon Act as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE

WITH DAVIS-BACON AND RELATED ACT REGULATIONS.

If the contractor elects to use an electronic Davis-Bacon payroll processing system, then the Contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with Davis-Bacon and related Act regulations.

When the contractor uses an electronic Davis-Bacon payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic Davis-Bacon payroll system, then the

Contractor shall obtain and provide electronic system access to the

Government, as required to comply with the Davis-Bacon and related Act regulations over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria: commercially available; compliant with appropriate Davis Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract; capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at https://rms.usace.army.mil/) for export in an

Excel spreadsheet to be imported into the contractor's Quality Control

System (QCS) version of Resident Management System (RMS), that in turn

DOCUMENT 00 73 00.01 45 Page 5 shall export payroll data to the Government's Resident Management System

(RMS); demonstrated security of data and data entry rights; ability to produce contractor-certified electronic versions of weekly payroll data;

ability to identify erroneous entries and track the data/time of all versions of the certified Davis Bacon payrolls submitted to the government over the life of the contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic Davis-Bacon payroll processing system shall be provided to the Government during contract closeout.

All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for

Davis-Bacon Act compliance using electronic payroll processing services shall not be a separately bid/proposed or reimbursed item under this contract.

1.7 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984) (52.236-1)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least 65 percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

DOCUMENT 00 73 00.01 45 Page 6

Carola Díaz

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

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SECURITY PROCEDURES

PART 1 GENERAL

1.1 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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SECURITY PROCEDURES

PART 1 GENERAL

1.1 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

The Contractor must pre-screen candidates using the E-verify Program

(http://www.dhs.gov/E-verify) website to meet the established employment eligibility requirements. The Contractor must ensure that the candidate has two valid forms of Government issued identification prior to enrollment, to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible candidates must be provided to the COR no later than 3 business days after the initial Contract award.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.01 45

NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 HARBOR MAINTENANCE FEE (1 SEP 1995)(EAL 88-1)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 HARBOR MAINTENANCE FEE (1 SEP 1995)(EAL 88-1)

Offerors contemplating use of U.S. ports in the performance of this

Contract are subject to paying a harbor maintenance fee on cargo. Federal law establishes an ad valorem port use fee on commercial cargo imported into or exported from various U.S. ports. The fee is 0.125 percent

(.00125). Cargo to be used in performing work under Contracts with the

U.S. Government is not exempt from the fee, although certain exemptions do exist. Offerors are responsible for ensuring that the applicable fee and associated costs are taken into consideration in the preparation of their offers. Failure to pay the harbor maintenance fee may result in assessment of penalties by the U.S. Customs and Border Protection.

The statute is at Title 26 U.S. Code sections 4461 and 4462. Department of Treasury U.S. Customs and Border Protection regulations implementing the statute, including a list of ports subject to the fee, are found at 19

CFR Section 24.24, Harbor Maintenance Fee. Additional information may be obtained from local U.S. Customs and Border Protection offices or by writing to the Director, Budget Division, Office of Finance, Room 6328, U.S. Customs and Border Protection, 1301 Constitution Avenue, N.W., Washington, D.C. 20229.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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DIVISION 01 - GENERAL REQUIREMENTS

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MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 LUMP SUM (JOB) PAYMENT ITEMS

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 Clearing, Grubbing, And Removal of Debris

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.4 UNIT PRICE PAYMENT ITEMS

1.4.1 Dredging

1.4.1.1 Payment

1.4.1.2 Dredging Partial Payment

1.4.1.3 Measurement

1.4.1.4 Frequencies

1.4.1.5 Electronic Positioning

1.4.1.6 Government Surveys

1.4.1.7 Surveys During Progress of Work

1.4.1.8 Unit of Measurement

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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MEASUREMENT AND PAYMENT

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM-1110-2-1003 (2013) Hydrographic Surveying

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-02 Shop Drawings

Surveys; G

1.3 LUMP SUM (JOB) PAYMENT ITEMS

Payment items for the work of this Contract for which Contract lump sum payments will be made are listed in the BID SCHEDULE and described below.

All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, are included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed constitutes full compensation for furnishing plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

The Contract price for "Mobilization and Demobilization" for Schedule No.

1 will include the costs in connection with mobilization and demobilization of the plant necessary to perform work. The Contract price shall include transportation and other costs incidental to delivery of the plant and other equipment to the general work area in condition ready for operation and, after the completion of the work, for removal of the plant and equipment from the work site(s). Payment for mobilization and demobilization will be pursuant to the conditions as defined in the

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DOCUMENT 00 72 00 CONTRACT CLAUSES.

1.3.1.2 Unit of Measure

Unit of measure: Job.

1.3.2 Clearing, Grubbing, And Removal of Debris

1.3.2.1 Payment

Payment for "Placement Area No. 18 Clearing, Grubbing" Option No. 4 and

"Placement Area No. 22 Clearing and Grubbing" Option No. 5 if awarded will be made for costs associated with clearing, grubbing and removal of debris at the perimeter dikes indicated, in accordance with SECTION 31 11 00.10

45 CLEARING,GRUBBING, AND REMOVAL OF DEBRIS, and will include Mobilization and Demobilization with all equipment, labor, and material required for its completion.

1.3.2.2 Unit of Measure

Unit of Measure: Job.

1.4 UNIT PRICE PAYMENT ITEMS

Payment items for the work in this Contract on which the Contract unit price payments will be made are listed in the BID SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.4.1 Dredging

1.4.1.1 Payment

Payment for "Dredging GIWW Sections 1 - 14" in Schedule No. 1, and

"Dredging Channel to Harlingen Sections 15 - 18" in Option No. 1, "Port

Isabel Small Boat Harbor Section 19" in Option No. 2, "Dredging Channel to

Harlingen Docks (Section 20 Valero/Cemex/Simplot) (Section 21 Helena)

(Section 22 Sugar) (Section 23 East Dock)" in Option No. 3 and "Dredging

Channel to Harlingen Sections 24 - 29" in Option No. 6 will be made for costs associated with the removal of dredged material, transportation, placement at the Placement Area, with laying, handling of dredge pipelines, procurement of materials, and for construction of ramps or installation of culvert pipes that may be necessary in connection with placing and removal of pipeline and final clean up of pipeline route,and the National Dredging Quality Management Program for the pipeline dredge.

1.4.1.2 Dredging Partial Payment

Partial payment will be based on approximate quantities determined by fathometer soundings or sweepings taken behind the dredge. The Contractor may use its own hydrographic surveys to determine quantities for pay requests, but final quantities will be based on Government Before-Dredging and After-Dredging surveys. Current cross sections and quantities must be submitted for each submitted progress payment request.

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1.4.1.3 Measurement

The material removed will be measured by cubic yard in place, by means of soundings taken before and after dredging. The total quantity of dredged material will be the theoretical quantity between the bottom surface shown by fathometer soundings of the last survey made "before-dredging" and the bottom surface shown by the fathometer soundings of a survey made

"after-dredging", within the limits of the overdepth and side and end slopes, less deductions that may be required for misplaced material.

1.4.1.4 Frequencies

The total quantity of dredged material for which payment will be made will be the theoretical quantity between the bottom surface shown by fathometer soundings of the last survey made "before-dredging" (BD) and the bottom surface shown by the fathometer soundings of a survey made

"after-dredging" (AD), within the limits of the overdepth and side and end slopes, less deductions that may be required for misplaced material.

Measurement shall normally be determined based on high frequency (200 kHz) data. Low frequency (40 kHz) data shall normally be used for acceptance/clearance purposes only.

Guidance as provided in Hydrographic Survey Engineering Manual

EM-1110-2-1003 Chapter 10 will apply for scheduling of BD and AD surveys.

As provided in this guidance, Government will allow a period of up to 5 calendar days to conduct an AD survey after the Contractor indicates a section to be ready. However, if initial high frequency (200 kHz) AD surveys reflect considerable amount of suspended material for any section, the Government may require up to five (5) additional calendar days settling time prior to attempting AD surveys on any subsequent section.

If the Government chooses to use low frequency (40 kHz) data for acceptance and also volume calculations, then low frequency (40kHz) data must be used for before-dredging surveys for computations. If low frequency data is to be used for acceptance and volume calculations, surveyors are to note that the appropriate manufacturer's recommended settings for both AD and BD surveys were in place.

1.4.1.5 Electronic Positioning

The horizontal control points shown are the control points the Government will use to perform electronic surveys on the waterway. The Government does not guarantee permanent access to these control points, therefore, it may be necessary for the Contractor to establish its own network of survey points from these survey points or from other National Geodetic Survey

(NGS) monuments. Location and description of the horizontal control points which the Government plans to use to perform electronic surveys on the channels are available at the Rio Grande Valley Resident Office. The

Contractor shall be responsible for establishing its own reference line to conduct hydrographic surveys and dredging operations if electronic positioning equipment is not used.

1.4.1.6 Government Surveys

The Government will use the tide staffs shown on the drawings for vertical control. Real Time Kinematic (RTK) or Virtual Reference Station (VRS) will not be used. Differential Global Positioning System (DGPS) will be used for horizontal control.

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Government survey data will be processed with HYPACK 2018 software using the Kingfisher Method. Volumes will be computed by average end area using cross sectional survey lines. Before and After Dredge cross sections will be run at regular intervals and at changes in the template. If the

Contractor elects to use HYPACK 2018 software, the Government will provide the survey line files for the Contractor's use.

1.4.1.7 Surveys During Progress of Work

Contract depth will be determined by surveys taken behind the dredge as work progresses. The Contractor shall take progress soundings or sweepings and submit drawings of the surveys. Progress surveys will be required for monthly progress payments.

1.4.1.8 Unit of Measurement

Unit of measure: cubic yard.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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DIVISION 01 - GENERAL REQUIREMENTS

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PROJECT SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

1.2 QUALITY ASSURANCE

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Approved Project Schedule

3.1.2 Updated Progress Schedule

3.1.3 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Activity Details

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PROJECT SCHEDULE

PART 1 GENERAL

1.1 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 the SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule; G

Submit to the Contracting Officer no later than 10 calendar days after acknowledgement of the Notice To Proceed.

1.2 QUALITY ASSURANCE

Designate an authorized representative to be responsible for the preparation of the Schedule and the required updating (activity status) and preparation of reports. The authorized representative must be experienced in scheduling projects similar in nature and complexity to this project and be experienced in the use of the scheduling software that meets the requirements of this specification.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to

FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project, including the design and construction sequences, the critical path(s) and any offsite activities clearly identified is required. The scheduling of dredging is the responsibility of the

Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project

Schedule. Provide a Schedule that is forward planning and is a project monitoring tool.

3.1.1 Approved Project Schedule

The approved Project Schedule will be used to measure the progress of the work and to aid in evaluating time extensions. The Schedule must depict activity durations, be based on the percentage of physical completion, and provide the basis for progress payments. The Schedule must show the

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Dredging Contract Features divided into Dredging Sections. Use ENG Form

2454 or equivalent produced by a scheduling program to depict the Progress

Schedule and ensure that the Schedule conforms with the requirements outlined in the FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS.

Schedule will show anticipated earnings per Contract Line Item Number

(CLIN) for each pay period, and total earnings per pay period. If the

Contractor fails to submit a schedule within the time prescribed, the

Contracting Officer may withhold approval of progress payments until the

Contractor submits the required Schedule. Once approved, the Contractor may not change the schedule for any reason without permission from the

Contracting Officer or the ACO.

3.1.2 Updated Progress Schedule

Provide an updated Progress Schedule on at least a monthly basis and submit this updated Schedule along with the monthly pay request. The

Government may request the Contractor to provide the Government with an updated Schedule as a result of a change in order of work, activity sequences, or activity duration prior to the monthly pay request. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved Schedule, the Contractor must take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government and submit an updated Progress

Schedule to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, or the amount of construction plant, and to submit for approval supplementary Schedule or Schedules as the Contracting

Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contract will be grounds for a determination, by the Contracting Officer, that the

Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in this Contract. Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or separable parts of it, in accordance with the default terms of the Contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining Contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved Schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate Contract earned value for the purposes of payment. Failure of the Contractor to provide required information will result in the disapproval of the preliminary, initial, and subsequent Schedule updates. If Schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting

Officer may hold retainage up to the maximum allowed by this Contract, each payment period, until revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the

Contracting Officer.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

A computer software system utilized to produce and update the Project

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Schedule must be capable of meeting the requirements of this specification. Failure of the Contractor to meet the requirements of this specification will result in the disapproval of the Schedule.

3.3.1 Activity Details

Reflect schedule activities as definable features of work. Break apart dredging activities with a definable feature for each identified pay section.

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submission of Submittals

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

1.5.2.2 Format for SD-02 Shop Drawings

1.5.2.2.1 Drawing Identification

1.5.2.3 Format of SD-03 Product Data

1.5.2.3.1 Product Information

1.5.2.3.2 Standards

1.5.2.3.3 Data Submission

1.5.2.4 Format of SD-04 Samples

1.5.2.4.1 Sample Characteristics

1.5.2.4.2 Sample Incorporation

1.5.2.4.3 Comparison Sample

1.5.2.5 Format of SD-05 Design Data

1.5.2.6 Format of SD-06 Test Reports

1.5.2.7 Format of SD-07 Certificates

1.5.2.8 Format of SD-08 Manufacturer's Instructions

1.5.2.8.1 Standards

1.5.2.9 Format of SD-09 Manufacturer's Field Reports

1.5.2.10 Format of SD-11 Closeout Submittals

1.5.3 Source Drawings for Shop Drawings

1.5.3.1 Source Drawings

1.5.3.2 Terms and Conditions

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of SD-01 Preconstruction Submittal Copies

1.6.2 Number of SD-02 Shop Drawing Copies

1.6.3 Number of SD-03 Product Data Copies

1.7 INFORMATION ONLY SUBMITTALS

1.8 PROJECT SUBMITTAL REGISTER

1.8.1 Submittal Management

1.8.2 Preconstruction Use of Submittal Register

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1.8.3 Contractor Use of Submittal Register

1.8.4 Approving Authority Use of Submittal Register

1.8.5 Delivery of Copies

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting that Variations are Compatible

1.9.4 Review Schedule Extension

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 CERTIFICATION OF SUBMITTAL DATA

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

ENG Form 4025-R

Appendix A - Submittal Register

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SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

1.1.2 Project Type

The Contractor's Quality Control (CQC) System Manager are to check and approve all items before submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description

(SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Submittals that are required prior to or at the start of construction

(work) or the next major phase of the construction on a multiphase contract.

For Government approved division 01 preconstruction submittals that are required prior to or commencing with the start of work shall be submitted within 30 calendar days of contract award unless specified elsewhere in

SECTION 01 33 00 Page 3 the specifications. For contractor approved division 01 submittals that are required prior to or commencing with the start of work shall be submitted within 45 calendar days of contract award unless specified elsewhere in the specifications.

Preconstruction Submittals include schedules and a tabular…