Lower Chas 2009 Spec.pdf

PDF 1 MB Posted

Attached to
RECOVERY--Z--Maintenance Dredging in Charleston Harbor, Lower Reaches and Wando River
Solicitation number
W912HN-09-B-0016
Issued by

About this file

SPECIFICATIONS

View the file

Other files

Show all 19

On GovTribe

Work with this file

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

Text version

INVITATION FOR BIDS NO. W912HN-09-B-0016

US Army Corps Of Engineers Charleston District

Maintenance Dredging In Lower Charleston Harbor Charleston County, South Carolina

U. S. Army Corps of Engineers Charleston District 69A Hagood Avenue Charleston, South Carolina 29403-5107

Construction Solicitation and Specification

MAINTENANCE DREDGING IN LOWER CHARLESTON HARBOR W912HN-09-B-0016

PKGE FOR CONTRACTING

TABLE OF CONTENTS

SECTION TITLE

00010 SOLICITATION, OFFER AND AWARD (SF 1442)

BIDDING SCHEDULE

00100 INSTRUCTION, CONDITIONS AND NOTICES TO BIDDERS

00600 REPRESENTATIONS, CERTIFICATIONS AND OTHER

STATEMENTS OF BIDDERS

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 GENERAL REQUIREMENTS

01 11 00 GENERAL

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 57 20.00 10 ENVIRONMENTAL PROTECTION

DIVISION 02 EXISTING CONDITIONS

02 32 90 SCOW SILENT INSPECTOR SYSTEM

DIVISION 35 WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

ATTACHMENTS

SECTION 00010 PAGE 1

Section 00010 – Solicitation Contract Form

Project: The work consists of maintenance dredging in Charleston Harbor, Lower Reaches and Wando River. Material dredged under this contract shall be transported to and dumped within the Ocean Dredged Material Disposal Site. The minimum total estimated quantity for the base amount is approximately 1,076,500 cubic yards of material to be dredged. The maximum total quantity, including all options fir the base amount is approximately 1,565,500 cubic yards of material to be dredged. The work is located in Charleston County, South Carolina.

BASE

ALTERNATIVE A

ESTIMATED UNIT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT PRICE AMOUNT

0001A MOBILIZATION AND DEMOBILIZATION 1 JOB LUMP SUM $

FOR DREDGING OF CHARLESTON

HARBOR, LOWER REACHES AND

WANDO RIVER

0002A MAINTENANCE DREDGING OF 70,000 Cubic Yards $ $

UNCLASSIFIED MATERIAL

(SHOAL 1- TIDEWATER REACH)

0003A MAINTENANCE DREDGING OF 256,000 Cubic Yards $ $

(SHOAL 2- LOWER TOWN CREEK

REACH)

0004A MAINTENANCE DREDGING OF 63,000 Cubic Yards $ $

(SHOAL 3- CUSTOM HOUSE REACH)

0005A MAINTENANCE DREDGING OF 24,000 Cubic Yards $ $

(SHOAL 4- LOWER TOWN CREEK

TURNING BASIN)

0006A MAINTENANCE DREDGING OF 159,000 Cubic Yards $ $

(SHOAL 5- HOG ISLAND REACH)

0007A MAINTENANCE DREDGING OF 170,000 Cubic Yards $ $

(SHOAL 6- DRUM ISLAND REACH)

0008A MAINTENANCE DREDGING OF 45,000 Cubic Yards $ $

(SHOAL 7- LOWER WANDO RIVER)

0009A MAINTENANCE DREDGING OF 92,000 Cubic Yards $ $

(SHOAL 8- UPPER WANDO RIVER)

0010A MAINTENANCE DREDGING OF 110,500 Cubic Yards $ $

(SHOAL 9- WANDO TURNING

BASIN)

SECTION 00010 PAGE 2

0011A MAINTENANCE DREDGING OF 35,000 Cubic Yards $ $

(SHOAL 10- MYERS BEND)

0012A MAINTENANCE DREDGING OF 52,000 Cubic Yards $ $

(SHOAL 11- WANDO RIVER)

TOTAL (COMBINATION OF ITEMS 0001A-0012A) $

OPTIONS

ESTIMATED UNIT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT PRICE AMOUNT

0013 MAINTENANCE DREDGING OF 224,000 Cubic Yards $ $

UNCLASSIFIED MATERIAL

(SHOAL 1- TIDEWATER REACH)

(DEEPEN FROM 32’ TO 37’)

0014 MAINTENANCE DREDGING OF 69,000 Cubic Yards $ $

UNCLASSIFIED MATERIAL

(SHOAL 8- UPPER WANDO RIVER)

(RE-DREDGE FOLLOWING

COMPLETION OF ALL SHOALS)

TOTAL (COMBINATION OF ITEMS 0013-0014) $

SECTION 00010 PAGE 3

ALTERNATIVE B

ESTIMATED UNIT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT PRICE AMOUNT

0001B MOBILIZATION AND DEMOBILIZATION 1 JOB LUMP SUM $

FOR DREDGING OF CHARLESTON

0002B MAINTENANCE DREDGING OF 70,000 Cubic Yards $ $

0003B MAINTENANCE DREDGING OF 256,000 Cubic Yards $ $

0004B MAINTENANCE DREDGING OF 63,000 Cubic Yards $ $

0005B MAINTENANCE DREDGING OF 24,000 Cubic Yards $ $

0006B MAINTENANCE DREDGING OF 159,000 Cubic Yards $ $

0007B MAINTENANCE DREDGING OF 170,000 Cubic Yards $ $

0008B MAINTENANCE DREDGING OF 45,000 Cubic Yards $ $

0009B MAINTENANCE DREDGING OF 183,000 Cubic Yards $ $

0010B MAINTENANCE DREDGING OF 110,500 Cubic Yards $ $

0011B MAINTENANCE DREDGING OF 35,000 Cubic Yards $ $

0012B MAINTENANCE DREDGING OF 52,000 Cubic Yards $ $

TOTAL (COMBINATION OF ITEMS 0001B-0012B) $

SECTION 00010 PAGE 4

OPTIONS

ESTIMATED UNIT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT PRICE AMOUNT

0013 MAINTENANCE DREDGING OF 224,000 Cubic Yards $ $

UNCLASSIFIED MATERIAL

(SHOAL 1- TIDEWATER REACH)

(DEEPEN FROM 32’ TO 37’)

0014 MAINTENANCE DREDGING OF 69,000 Cubic Yards $ $

UNCLASSIFIED MATERIAL

(SHOAL 8- UPPER WANDO RIVER)

SECTION 00010 PAGE 5

ALTERNATIVE C

ESTIMATED UNIT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT PRICE AMOUNT

0001C MOBILIZATION AND DEMOBILIZATION 1 JOB LUMP SUM $

FOR DREDGING OF CHARLESTON

0002C MAINTENANCE DREDGING OF 70,000 Cubic Yards $ $

0003C MAINTENANCE DREDGING OF 256,000 Cubic Yards $ $

0004C MAINTENANCE DREDGING OF 63,000 Cubic Yards $ $

0005C MAINTENANCE DREDGING OF 24,000 Cubic Yards $ $

0006C MAINTENANCE DREDGING OF 159,000 Cubic Yards $ $

0007C MAINTENANCE DREDGING OF 170,000 Cubic Yards $ $

0008C MAINTENANCE DREDGING OF 149,000 Cubic Yards $ $

0009C MAINTENANCE DREDGING OF 183,000 Cubic Yards $ $

0010C MAINTENANCE DREDGING OF 110,500 Cubic Yards $ $

0011C MAINTENANCE DREDGING OF 35,000 Cubic Yards $ $

0012C MAINTENANCE DREDGING OF 52,000 Cubic Yards $ $

TOTAL (COMBINATION OF ITEMS 0001C-0012C) $

SECTION 00010 PAGE 6

OPTIONS

ESTIMATED UNIT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT PRICE AMOUNT

0013 MAINTENANCE DREDGING OF 224,000 Cubic Yards $ $

UNCLASSIFIED MATERIAL

(SHOAL 1- TIDEWATER REACH)

(DEEPEN FROM 32’ TO 37’)

0014 MAINTENANCE DREDGING OF 69,000 Cubic Yards $ $

UNCLASSIFIED MATERIAL

(SHOAL 8- UPPER WANDO RIVER)

SECTION 00010 PAGE 7

ALTERNATIVE D

ESTIMATED UNIT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT PRICE AMOUNT

0001D MOBILIZATION AND DEMOBILIZATION 1 JOB LUMP SUM $

FOR DREDGING OF CHARLESTON

0002D MAINTENANCE DREDGING OF 188,000 Cubic Yards $ $

0003D MAINTENANCE DREDGING OF 256,000 Cubic Yards $ $

0004D MAINTENANCE DREDGING OF 63,000 Cubic Yards $ $

0005D MAINTENANCE DREDGING OF 24,000 Cubic Yards $ $

0006D MAINTENANCE DREDGING OF 159,000 Cubic Yards $ $

0007D MAINTENANCE DREDGING OF 170,000 Cubic Yards $ $

0008D MAINTENANCE DREDGING OF 149,000 Cubic Yards $ $

0009D MAINTENANCE DREDGING OF 183,000 Cubic Yards $ $

0010D MAINTENANCE DREDGING OF 110,500 Cubic Yards $ $

0011D MAINTENANCE DREDGING OF 35,000 Cubic Yards $ $

0012D MAINTENANCE DREDGING OF 52,000 Cubic Yards $ $

TOTAL (COMBINATION OF ITEMS 0001D-0012D) $

SECTION 00010 PAGE 8

OPTIONS

ESTIMATED UNIT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT PRICE AMOUNT

0013 MAINTENANCE DREDGING OF 107,000 Cubic Yards $ $

UNCLASSIFIED MATERIAL

(SHOAL 1- TIDEWATER REACH)

(DEEPEN FROM 35’ TO 37’)

0014 MAINTENANCE DREDGING OF 69,000 Cubic Yards $ $

UNCLASSIFIED MATERIAL

(SHOAL 8- UPPER WANDO RIVER)

STATEMENT

Enter prices where space is provided for ALL items. Failure to follow this instruction may render the bid non-responsive and the bid will not be considered for award.

All bidders are advised materially unbalanced bids may be rejected as non-responsive. See Section 00100, FAR 52.214-19 contract award-sealed bidding- construction

Quantities indicated are comprised of material within the required channel prism including the maximum optional pay slope material and two feet (2’) allowable overdepth.

Only one (1) bid alternative shall be awarded.

SECTION 00100 – Bidding Schedule/Instructions to Bidders

CLAUSES INCORPORATED BY REFERENCE

52.232-13 Notice of Progress Payments APR 1984

CLAUSES INCORPORATED BY FULL TEXT

52.216-1 TYPE OF CONTRACT APR 1984

52.222-5 DAVIS-BACON ACT—SECONDARY SITE OF THE WORK JUL2005

52.222-23 NOTICE OF REQUIREMENTS FOR AFFIRMATIVE ACTION FEB 1999

TO ENSURE EQUIAL EMPLOYMENT OPPORTUNITY FOR

CONSTRUCTION

52.232-2 SERVICE OF PROTEST SEP 2006

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE FEB 1998

52.252-5 AUTHORIZED DEVIATIONS IN PROVISIONS APR 1984

--End of Section Table of Contents--

SECTION 00100 PAGE 1

SECTION 00600 – Representations & Certifications

LOCAL CLAUSES

52.209-4001 PLANT AND EQUIPMENT SCHEDULE--LIST

52.209-4002 CERTIFICATE OF AUTHORITY TO BIND CORPORATIONS

52.219-4005 SUBCONTRACTING REPRESENTATION

CLAUSES INCORPORATED BY REFERENCE

52.203-11 CERTIFICATION AND DISCLOSURE REGARDING SEP 2005

PAYMENTS TO INFLUENCE CERTAIN FEDERAL

TRANSACTIONS

52.222-38 COMPLIANCE WITH VETERAN’S EMPLOYMENT REPORTING DEC 2001

REQUIREMENTS

52.236-28 PREPARATION OF PROPOSALS—CONSTRUCTION OCT 1997

252.209-7001 DISCLOSURE OF OWNERSHIP OR CONTROL BY THE OCT 2006

GOVERNMENT OF A TERRORIST COUNTRY

252.209-7002 DISCLOSURE OF OWNERSHIP OR CONTROL BY A JUN 2005

FOREIGN GOVERNMENT

252.209-7004 SUBCONTRACTING WITH FIRMS THAT ARE OWNED OR DEC 2006

CONTROLLED BY THE GOVERNMENT OF A TERRORIST

COUNTRY

252.225-7006 QUARTERLY REPORTING OF ACTUAL CONTRACT DEC 2006

PERFORMANCE OUTSIDE THE UNITED STATES

252.225-7031 SECONDARY ARAB BOYCOTT OF ISRAEL JUN 2005

252.247-7022 REPRESENTATION OF EXTENT OF TRANSPORTATION AUG 1992

OF SUPPLIES BY SEA

CLAUSES INCORPORATED BY FULL TEXT

52.204-3 TAXPAYER IDENTIFICATION OCT 1998

52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS JAN 2006

52.204-4005 ONLINE REPRESENTATIONS AND CERTIFICATIONS

APPLICATION (ORCA)

52.209-5 CERTIFICATION REGARDING DEBARMENT, SUSPENSION, DEC 2001

PROPOSED DEBARMENT, AND OTHER RESPONSIBILITY MATTERS

52.219-1 SMALL BUSINESS PROGRAM REPRESENTATIONS MAY 2004

52.222-22 PREVIOUS CONTRCTS AND COMPLIANCE REPORTS FEB 1999

52.222-25 AFFIRMATIVE ACTION COMPLIANCE APR 1984

52.223-13 CERTIFICATION OF TOXIC CHEMICAL RELEASE AUG 2003

REPORTING

52.247-7022 REPRESENTATION OF EXTENT OF TRANSPORTATION AUG 1992

BY SEA

--End of Section Table of Contents--

SECTION 00600 PAGE 1

SECTION 00700 - CONTRACT CLAUSES

52.202-1 DEFINITIONS JULO 2004

52.203-3 GRATUITIES APR 1984

52.203-5 COVENANT AGAINST CONTINGENT FEES APR 1984

52.203-6 RESTRICTIONS ON SUBCONTRACTOR SALES TO THE SEP 2006

GOVERNMENT

52.203-7 ANTI-KICKBACK PROCEDURES JUL 1995

52.203-8 CANCELLATION, RESCISSION, AND RECOVERY OF FUNDS JAN1997

FOR ILLEGAL OR INPROPER ACTIVITY JAN 1997

52.203-10 PRICE OR FEE ADJUSTMENT FOR ILLEGAL OR IMPROPER JAN 1997

ACTIVITY

52.203-12 LIMITATIONS ON PAYMENTS TO INFLUENCE CERTAIN JUN 1997

FEDERAL TRANSACTIONS

52.204-4 PRINTED OR COPIED DOUBLE-SIDED ON RECYCLED PAPER AUG 2000

52.204-7 CENTRAL CONTRACTOR REGISTRATION JUL 2006

52.209-6 PROTECTING THE GOVERNMENT'S INTEREST WHEN JUL 1995

SUBCONTRACTING WITH CONTRACTORS DEBARRED,

SUSPENDED OR PROPOSED FOR DEBARMENT

52.211-13 TIME EXTENSIONS SEP 2000

52.211-18 VARIATIONS IN ESTIMATED QUANTITY APR 1984

52.219-6 NOTICE OF TOTAL SMALL BUSINESS SET-ASIDE JUN 2003

52.219-8 UTILIZATION OF SMALL BUSINESS CONCERNS MAY 2004

52.219-14 LIMITATIONS ON SUBCONTRACTING DEC 1996

52.222-1 NOTICE TO THE GOVERNMENT OF LABOR DISPUTES FEB 1997

52.222-3 CONVICT LABOR JUN 2003

52.222-4 CONTRACT WORK HOURS AND SAFETY STANDARDS ACT – JUL 2005

OVERTIME COMPENSATION

52.222-6 DAVIS-BACON ACT JUL 2005

52.222-7 WITHHOLDING OF FUNDS FEB 1988

52.222-8 PAYROLLS AND BASIC RECORDS FEB 1988

52.222-9 APPRENTICES AND TRAINEES JUL 2005

52.222-10 COMPLIANCE WITH COPELAND ACT REQUIREMENTS FEB 1988

52.222-11 SUBCONTRACTS (LABOR STANDARDS) JUL 2005

52.222-12 CONTRACT TERMINATION – DEBARMENT FEB 1988

52.222-13 COMPLIANCE WITH DAVIS-BACON ACT AND RELATED FEB 1988

ACT REGULATIONS

52.222-14 DISPUTES CONCERNING LABOR STANDARDS FEB 1988

52.222-15 CERTIFICATION OF ELIGIBILITY FEB 1988

52.222-21 PROHIBITION OF SEGREGATED FACILITIES FEB 1999

52.222-26 EQUAL OPPORTUNITY APR 2002

52.222-27 AFFIRMATIVE ACTION COMPLIANCE REQUIREMENTS FOR FEB 1999

CONSTRUCTION

52.222-35 AFFIRMATIVE ACTION FOR DISABLED VETERANS, SEP 2006

VETERANS OF THE VIETNAM ERA, AND OTHER ELIGIBLE

VETERANS

52.222-36 AFFIRMATIVE ACTION FOR WORKERS WITH DISABILITIES JUN 1998

52.222-37 EMPLOYMENT REPORTS ON DISABLED VETERANS, SEP 2006

VETERANS OF THE VIETNAM ERA, AND OTHER ELIGIBLE

52.222-44 FAIR LABOR STANDARDS AND SERVICE CONTRACT ACT – FEB 2002

PRICE ADJUSTMENT

52.223-3 HAZARDOUS MATERIAL IDENTIFICATION AND MATERIAL JAN 1997

SAFETY DATA

52.223-5 POLLUTION PREVENTION AND RIGHT-TO-KNOW INFORMATION AUG 2003

52.223-6 DRUG-FREE WORKPLACE MAY 2001

52.223-11 OZONE DEPLETING SUBSTANCES MAY 2001

52.223-14 TOXIC CHEMICAL RELEASE REPORTING AUG 2003

52.225-10 NOTICE OF BUY AMERICAN ACT REQUIREMENT-- MAY 2002

CONSTRUCTION MATERIALS

52.225-13 RESTRICTIONS ON CERTAIN FOREIGN PURCHASES FEB 2006

SECTION 00700 PAGE 1

52.226-1 UTILIZATION OF INDIAN ORGANIZATIONS AND JUN 2000

INDIAN-OWNED ECONOMIC ENTERPRISES

52.227-1 AUTHORIZATION AND CONSENT JUL 1995

52.227-2 NOTICE AND ASSISTANCE REGARDING PATENT AND AUG 1996

COPYRIGHT INFRINGEMENT

52.228-2 ADDITIONAL BOND SECURITY OCT 1997

52.228-5 INSURANCE—WORK ON A GOVERNMENT INSTALLATION JAN 1997

52.228-11 PLEDGES OF ASSETS FEB 1992

52.228-12 PROSPECTIVE SUBCONTRACTOR REQUESTS FOR BONDS OCT 1995

52.228-15 PERFORMANCE AND PAYMENT BONDS—CONSTRUCTION NOV 2006

52.229-3 FEDERAL, STATE, AND LOCAL TAXES APR 2003

52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS SEP 2002

52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, APR 1984

EQUIPMENT, UTILITIES, AND IMPROVEMENTS

52.232-16 PROGRESS PAYMENTS APR 2003

52.232-17 INTEREST JUN 1996

52.232-18 AVAILABILITY OF FUNDS APR 1984

52.232-23 ASSIGNMENT OF CLAIMS JAN 1986

52.232-27 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS SEP 2005

52.232-33 PAYMENT BY ELECTRONIC FUNDS TRANSFER—CENTRAL OCT 2003

CONTRACTOR REGISTRATION

52.233-1 DISPUTES JUL 2002

52.233-3 PROTEST AFTER AWARD AUG 1996

52.233-4 APPLICABLE LAW FOR BREACH OF CONTRACT CLAIM OCT 2004

52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR APR 1984

52.236-2 DIFFERING SITE CONDITIONS APR 1984

52.236-3 SITE INVESTIGATION AND CONDITIONS AFFECTING APR 1984

THE WORK

52.236-5 MATERIAL AND WORKMANSHIP APR 1984

52.236-6 SUPERINTENDENCE BY THE CONTRACTOR APR 1984

52.236-7 PERMITS AND RESPONSIBILITIES NOV 1991

52.236-8 OTHER CONTRACTS APR 1984

52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, APR 1984

EQUIPMENT, UTILITIES, AND IMPROVEMENTS

52.236-10 OPERATIONS AND STORAGE AREAS APR 1984

52.236-11 USE AND POSSESSION PRIOR TO COMPLETION APR 1984

52.236-12 CLEANING UP APR 1984

52.236-13 ACCIDENT PREVENTION NOV 1991

52.236-14 AVAILABILITY AND USE OF UTILITY SERVICES APR 1984

52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACT APR 1984

52.236-16 QUANTITY SURVEYS APR 1984

85. 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION FEB 1997

52.236-26 PRECONSTRUCTION CONFERENCE FEB 1995

52.242-13 BANKRUPTCY JUL 1995

52.242-14 SUSPENSION OF WORK APR 1984

52.243-4 CHANGES AUG 1987

52.246-12 INSPECTION OF CONSTRUCTION AUG 1996

52.248-3 VALUE ENGINEERING – CONSTRUCTION SEP 2006

52.249-2 TERMINATION FOR CONVENIENCE OF THE GOVERNMENT SEP 1996

(FIXED-PRICE)

52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION) APR 1984

52.253-1 COMPUTER GENERATED FORMS JAN 1991

52.201-4700 CONTRACTING OFFICER'S REPRESENTATIVE

52.201-4701 PROHIBITIONS ON PERSONS CONVICTED OF FRAUD OR DEC 2004

OTHER DEFENSE-CONTRACT-RELATED FELONIES

252.203-7002 DISPLAY OF DOD HOTLINE POSTER DEC 1991

252.204-7003 CONTROL OF GOVERNMENT PERSONNEL WORK PRODUCT APR 1992

252.204-7004 CENTRAL CONTRACTOR REGISTRATION (52.204-7) ALT A NOV 2003

SECTION 00700 PAGE 2

252.205-7000 PROVISION OF INFORMATION OT COOPERATIVE AGREEMENT DEC 1991

HOLDERS

252.209-7004 SUBCONTRACTING WITH FIRMS THAT ARE OWNED OR DEC 2006

CONTROLLED BY THE TERRORIST CONTRY

52.223-7006 PROHIBITION ON STORAGE AND DISPOSAL OF TOXIC APR 1993

AND HAZARDOUS MATERIALS

252.225-7012 PREFERENCE FOR CERTAIN DOMESTIC COMMODITIES JAN 2007

252.232-7003 ELECTRONIC SUBMISSION OF PAYMENT REQUESTS MAY 2006

252.232-7010 LEVIES ON CONTRACT PAYMENTS DEC 2006

252.236-7000 MODIFICATION PROPOSALS - PRICE BREAKDOWN DEC 1991

252.236-7002 OBSTRUCTION OF NAVIGABLE WATERWAYS DEC 1991

252.242-7000 POSTAWARD CONFERENCE APR 2006

252.243-7001 PRICING OF CONTRACT MODIFICATIONS DEC 1991

252.243-7002 REQUESTS FOR EQUITABLE ADJUSTMENT MAR 1998

252.247-7024 NOTIFICATION OF TRANSPORTATION OF SUPPLIES BY SEA MAR 2000

52.209-4001 PREWARD SURVEY

52.219-4003 PRICE EVALUATION ADJUSTMENT FOR SMALL

DISADVANTAGED BUSINESSES DOES NOT APPLY

52.222-39 NOTIFICATION OF EMPLOYEE RIGHTS CONCERNING PAYMENT DEC 2004

OF UNION DUES OR FEES

52.225-9 BUY AMERICAN ACT—CONSTRUCTION MATERIALS JAN 2005

52.225-10 NOTICE OF BUY AMERICAN ACT—CONSTRUCTION MATERIALS MAY 2002

52.226-2 HISTORICALLY BLACK COLLEGE OR UNIVERSISTY AND MAY 2001

MINORITY INSTITUTION REPRESENTATION

52.236-4 PHYSICAL DATA APR 1984

52.252-2 CLAUSES INCORPORATED BY REFERENCE FEB 1998

52.252-6 AUTHORIZED DEVIATIONS IN CALUSES APR 1984

52.204-7006 BILLING INSTRUCTIONS OCT 2005

52.247-7023 TRANSPORTATION OF SUPPLIES BY SEA MAY 2002

SECTION 00700 PAGE 3

SECTION 00800 - CONTRACT CLAUSES

LOCAL CALUSES

52.200-4803 ADMINISTRATIVE, APPROPRIATION, AND ACCOUNTING DATA

52.201-4700 CONTRACTING OFFICER’S REPRESENTATIVE (COR)

ADMINISTRATIVE CONTRACTING OFFICER (ACO)

ORDERING OFFICER

52.211-4001 VARIATION IN ESTIMATED QUANTITY - DREDGING

52.228-4001 REQUIRED INSURANCE

52.231-4500 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE MAR 1995

52.232-4001 RELEASE OF CLAIMS - CONSTRUCTION

52.236-4103 ACKNOWLEDGMENT OF NOTICE TO PROCEED (CESAC-CT)

52.236-4500 PLANT AND MATERIAL REMOVAL AFTER CONTRACT MAR 1995

TERMINATION

52.249-4500 BASIS FOR SETTLEMENT OF PROPOSALS MAY 1995

52.2364031a PLANT

52.211-4004 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK APR 1984

52.211.12 LIQUIDATED DAMAGES-CONSTRUCTION SEP 2000

52.236-7001 CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS AUG 2001

52.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION DEC 1991

SECTION 00800 PAGE 1

SECTION 00800

SPECIAL CONTRACT REQUIREMENTS

FILL-INS:

FAR 52.211-12 LIQUIDATED DAMAGES-CONSTRUCTION (SEP 2000)

(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 ___$1,303__ 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.

(End of clause)

FAR 52.236-0001 PERFORMANCE OF WORK BY THE CONTRACTOR

(APR 1984)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least forty (40%) 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.

End of Clause

FAR 52.236-0004 PHYSICAL DATA (APR 84)

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 physical conditions indicated on the drawings and in the specifications are the results of surveys performed for the Charleston District, Corps of Engineers and site investigations performed by Charleston District personnel.

(b) Weather conditions, transportation facilities and other pertinent information may be found in Technical Provisions, Section 01100, General, PHYSICAL CONDITIONS AND DATA.

(End of Provision)

DFARS 252.236-7001 CONTRACT DRAWINGS, MAPS AND SPECIFICATIONS

(DEC 91)

(a) The Government will provide the Contractor, without charge, five sets of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall-

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

SECTION 00800 PAGE 2

(4) Be responsible for any errors which might have been avoided by complying with this paragraph (b); and.

(5) Reproduce and print contract drawings and specifications as needed.

(c) In General—

(1) Large scale drawings shall govern small scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

TITLE FILE DRAWING NO.

Maintenance Dredging In Charleston Harbor, Lower Reaches and 9250 Wando River W912HN-09-B-0016 (in 9 sheets)

(End of clause)

DFARS 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION (DEC 1991)

(a) The Government will pay all costs for the mobilization and demobilization of all of the Contractor's plant and equipment at the contract lump sum price for this item.

(1) Sixty (60%) percent of the lump sum price upon completion of the Contractor's mobilization at the work site.

(2) The remaining forty (40%) percent upon completion of demobilization.

(b) The Contracting Officer may require the Contractor to furnish cost data to justify this portion of the bid if the Contracting Officer believes that the percentages in paragraphs (a)(1) and (2) of this clause do not bear a reasonable relation to the cost of the work in this contract.

(1) Failure to justify such price to the satisfaction of the Contracting Officer will result in payment, as determined by the Contracting Officer, of-

(i) Actual mobilization costs at completion of mobilization;

(ii) Actual demobilization costs at completion of demobilization; and

(iii) The remainder of this item in the final payment under this contract.

(2) The Contracting Officer's determination of the actual costs in paragraph (b)(1) of this clause is not subject to appeal.

(End of Clause)

SECTION 00800 PAGE 3

FAR 52.211-0010 - LOCAL 52.211-40?? COMMENCEMENT, PROSECUTION,

AND COMPLETION OF WORK and SUPPLEMENTAL INSTRUCTIONS

The Contractor shall be required to (a) commence work under this contract within 30 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 (see supplemental instructions). The time stated for completion shall include final cleanup of the premises.

(End of Clause)

Supplemental Instructions:

(a) Prosecution of Work

The Contractor will be required to commence dredging under this contract within 30 calendar days after the date of receipt by him of Notice to Proceed.

The Contractor will be required to prosecute the said work at an average rate of not less than 300,000 cubic yards per month and to complete it within the number of days after the limiting date fixed for commencement; determined by applying the average monthly rate above stipulated to the total quantity of material actually removed and to be paid for under the contract; provided that the quantity of material removed in any one month shall in no case be less than 250,000 cubic yards; provided, further that no waiver by the Contracting Officer of any failure of the Contractor to make in any month or series of months the rate of progress required by this paragraph shall be construed as relieving the Contractor from the obligation to make up the deficiency in future months and to complete the entire work within the time allowed by the contract. The time thus determined for completion shall include final clean-up of the premises.

(b) Continuously Working

The Contractor shall maintain adequate plant on site to have an average production rate of 300,000 cubic yards per month and shall work continuously for every consecutive calendar month until the project is completed.

(b) Performing Dredging Work for Others Outside the Requirements of this Contract

In the event the Contractor elects to perform dredging work contiguous to the project area but outside the requirements of this contract, (i.e. for Federal, state or local activities - “third party”) the Contractor shall have approval of the Contracting Officer prior to moving off construction site to perform third party work. Reasonable adjustments in time may be granted the Contractor to perform this work at the discretion of the Contracting Officer. Time allotted may include time to relocate pipelines, dredge plant, and to perform the third party work; however, it shall not include time for plant maintenance or similar delays that postpone resumption of work under this contract. The Contractor shall also be responsible for the cost of any additional surveys required due to delays caused by this interruption of work.

(End of supplemental instructions)

SECTION 00800 PAGE 4

MAINTENANCE DREDGING IN LOWER CHARLESTON HARBOR W912HN-08-B-0016

LOCAL 52.212-4001 VARIATIONS IN ESTIMATED QUANTITY - DREDGING (JAN 96) (SAC)

Read this clause in conjunction with the clause entitled VARIATIONS IN

ESTIMATED QUANTITY (FAR 52.212-11).

Where the quantity of a pay item in this contract is an estimated quantity and where the actual quantity of material within the dredging prism varies more than fifteen percent (15%) above or below the stated estimated quantity within the dredging prism, an equitable adjustment in the contract price will be made upon demand of either party. The equitable adjustment will be based upon any increase or decrease in costs due solely to the variations above one hundred fifteen percent (115%) or below eighty-five percent (85%) of the estimated quantity within the dredging prism. No consideration for an adjustment in the contract unit price will be given for any variation in quantities of material below the dredging prism or outside the associated side slope lines; such quantities will not be subject to any adjusted unit price. The dredging prism shall be defined as the area down to the required depth and the associated side slopes as specified on the contract drawings. The dredging prism does not include the allowable overdepth and the associated side slopes.

LOCAL 52.222-4003 REQUIRED WAGE RATES--CONSTRUCTION

**** NOTE: ATTACHMENTS INSERT WAGE RATES ****

SECTION 00800 PAGE 5

PROJECT TABLE OF CONTENTS PAGE 1

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 GENERAL

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 57 20.00 10 ENVIRONMENTAL PROTECTION

DIVISION 02 – EXISTING CONDITIONS

02 32 90 SCOW SILENT INSPECTOR SYSTEM

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

-- End of Project Table of Contents --

SECTION TABLE OF CONTENTS 01 11 00 PAGE 1

SECTION TABLE OF CONTENTS

GENERAL REQUIREMENTS

SECTION 01 11 00

GENERAL

PART 1 GENERAL

1.1 PRECONSTRUCTION CONFERENCE

1.1.1 Conference

1.1.2 Submittals

1.1.3 Quality Control System (QCS) Data File

1.1.4 Letter of Record

1.2 PROGRESS CHARTS

1.2.1 Periodic Progress Charts

1.2.2 Submittal of Progress Chart (ENG Form 2454)

1.2.3 Preparation of Progress Chart

1.2.4 Modifications

1.3 CERTIFICATES OF COMPLIANCE

1.4 CONSOLIDATED REPORT

1.5 PHYSICAL CONDITIONS AND DATA

1.5.1 General

1.5.2 Physical Conditions

1.5.3 Weather Conditions

1.5.4 Transportation Facilities

1.5.5 Tides

1.5.5.1 Additional Tidal Information

1.5.6 Channel Traffic

1.5.7 Obstruction of Channel

1.5.8 Condition of Site

1.5.9 Records

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 11 00 PAGE 1

SECTION 01 11 00

GENERAL

1.1 PRECONSTRUCTION CONFERENCE

1.1.1 Conference

A Preconstruction Conference will be arranged by the Contracting Officer's Representative after award of contract and before commencement of work. The Contracting Officer's Representative will notify the Contractor of the time and date set for the meeting. At this conference, the Contractor shall be oriented with respect to Government procedures and line of authority, contractual, administrative, and construction matters. Additionally, a schedule of required submittals will be discussed.

1.1.2 Submittals

The Contractor shall bring to this conference the following items in completed form:

(a) Minimum Basic Outline for Accident Prevention Program (including Diving Plan if required) (See ATTACHMENTS)

(b) Emergency Response Procedures including employee certificates for current First Aid and CPR training

(c) Letter appointing Contractor Quality Control System Manager

(d) Quality Control Plan

(e) Environmental Protection Plan

(f) Hazard Analysis Plan

(g) List of Subcontractors including written statement that no first tier subs are presently debarred or suspended from Government work

1.1.3 Quality Control System (QCS) Data File

Prior to the Preconstruction Conference, the Contractor shall download the latest version of QCS (QUALITY CONTROL SYSTEM) and provide the Government with the corresponding site ID. QCS can be downloaded at no cost at http://www.rmssupport.com/qcs/updates.aspx. A software manual can also be accessed at no cost at http://www.rmssupport.com/datafiles/RMS_QCS_Manuals/QCS_Manual_2_37.pdf.

It is the Contractor’s responsibility to notify and provide the Government with their site ID. Upon receipt of the Contractor’s site ID, the Government shall send the initial contract data file to the QCS via the RMS Center SFTP Repository for electronic download. The Government shall be responsible for furnishing the Contractor with the contract ID. The Contractor shall access the initial contract data file from the RMS Center SFTP Repository. The day of the Preconstruction Conference, the Contractor shall have exported to the Government using the RMS Center SFTP Repository. This exported file shall be in accordance with the Section 01 45 02.00 10, QUALITY CONTROL SYSTEM (QCS) and shall include the current information on the following:

(a) Prime Contractor Data

(b) Subcontractor Data

(c) Insurance Data

(d) Equipment Data

(e) Submittal Register

SECTION 01 11 00 PAGE 2

(f) Correspondence

(g) Features of Work

(h) Activity Schedule

(i) Pay Activity Data

1.1.4 Letter of Record

A Letter of Record will be written documenting all items discussed at the conference and a copy will be furnished by the Contracting Officer's Representative to all in attendance.

1.2 PROGRESS CHARTS

1.2.1 Periodic Progress Charts

In consonance with the Contract Clause, SCHEDULES FOR CONSTRUCTION

CONTRACTS, the Contractor shall be guided by the following requirements and procedures as pertain to submission of an initial and subsequent periodic construction progress charts. These charts as approved and updated shall provide the basis for determination of the amounts of partial payments.

1.2.2 Submittal of Progress Chart

The Contractor shall submit three copies of the initial Progress Chart after the receipt of the Notice to Proceed and prior to the commencement of work. Progress Charts shall be established and maintained within the Quality Control System (QCS) in accordance with paragraph 1.6.5 of section 01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS). Additionally, a blank ENG Form 2454 (See ATTACHMENTS) will be furnished to the Contractor for his optional use. Three copies of monthly updated progress schedules are to be furnished by the Contractor and submitted with all progress payments. All copies of the chart shall be full-size and legible.

1.2.3 Preparation of Progress Chart

The Contractor shall indicate on the progress chart the bid items contained in the contract, showing the amount of the item and its relative weighted percentage of the total contract. The Contractor may separate features of work under each item to show salient work elements such as procurement of materials, plant, and equipment, and supplemental work elements such as excavation, reinforcing steel, backfill, etc.

These salient features shall total to the cost and weighted percentages shown for the major bid item. When quantity variations impact the weighted percentage of a separate item by five percent or more, the Contractor shall revise the contract progress charts to accurately reflect the impact of such variations.

1.2.4 Modifications

Modifications to the contract which are minor in nature shall be listed and scheduled separately in order of their issuance and as reported on the associated request for partial payment. Completion of work on minor modifications shall be noted as work progresses. When major modifications are issued in which one or more of the bid items are significantly changed monetarily or in time of completion, the progress schedule should be revised to incorporate such changes showing revised item completion dates and overall new completion date, as applicable.

SECTION 01 11 00 PAGE 3

1.3 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in one (1) copy unless otherwise specified. Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

1.4 CONSOLIDATED REPORT

The Contractor shall submit a consolidated report within 30 days after completion of all work associated with this contract and shall include, as a minimum, the information listed on the form, CONSOLIDATED REPORT provided in the ATTACHMENTS. Final payment to the Contractor will not be made until this report has been received by the Contracting Officer.

1.5 PHYSICAL CONDITIONS AND DATA

1.5.1 General

Data and information furnished or referred to below are 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.

1.5.2 Physical Conditions

The physical conditions indicated on the drawings and in the specifications are the results of site investigations by the U.S. Army Corps of Engineers, Charleston District. It highly recommended that bidders conduct their own investigations and decide for themselves the character of the materials and difficulties of performing the work.

1.5.3 Weather Conditions

The areas in which work is to be done under these specifications are workable during the entire year; however, tropical storms may require that operations be suspended temporarily. The season for tropical storms is during the period June - November; during such disturbances precaution should be taken to secure all plant and equipment.

1.5.4 Transportation Facilities

The Port of Charleston is served by the CSX Railroad Company. Marine repair facilities, docking and fueling facilities, provisions, and marine supplies are also available.

1.5.5 Tides

Location Mean Range (ft) Spring Range (ft) Charleston Harbor 5.2 6.1

SECTION 01 11 00 PAGE 4

1.5.5.1 Additional Tidal Information

Tidal benchmark information may be obtained from U.S. Department Of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service at the NOS website, www.co-ops.nos.noaa.gov.

1.5.6 Channel Traffic

Charleston Harbor is served by large commercial ocean-going vessels, small freight boats, tugs, tow boats, barges, launches, pleasure crafts and fishing vessels. It may be necessary to suspend dredging operations temporarily and swing the dredge to the side of the channel for the passage of the larger of these vessels.

1.5.7 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the Rivers and Harbors Act approved 8 August 1917. The Contractor will be required to conduct the work in such a manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make it difficult or endanger the passage of vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles and other markers placed by him under the contract in navigation waters or on the shore.

1.5.8 Condition of Site

It is highly recommended that prospective bidders examine the areas of work, prior to submission of bids, in order to determine for themselves the accessibility for transportation of personnel, supplies and equipment and also to familiarize themselves as to the nature and general arrangement of work areas. The Contractor shall obtain any and all right-of-entries across private lands which he may use.

1.5.9 Records

Maps indicating previously dredged depths and recent dredging records are available for review at the Corps of Engineers, Charleston District, Navigation Section, 69A Hagood Avenue, Charleston, South Carolina.

Bidders can schedule appointments to view these records with Mr. Norman Moebs, phone (843) 329-8136. Copies of historical files other than those which Mr. Moebs has assembled may be requested under the Freedom of Information Act, attention Office of Counsel. These records will be released to the Contractor within twenty working days after the receipt of a proper Freedom of Information Act request.

-- End of Section 01 11 00 --

SECTION TABLE OF CONTENTS 01 33 00 PAGE 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 SUBMITTAL IDENTIFICATION

1.2 SUBMITTAL CLASSIFICATION

1.2.1 Government Approved

1.2.2 Information Only

1.3 APPROVED SUBMITTALS

1.4 DISAPROVED SUBMITTALS

1.5 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL

3.2 SUBMITTAL REGISTER (ENG FORM 4288)

3.3 SCHEDULING

3.4 TRANSMITTAL FORM (ENG FORM 4025)

3.5 SUBMITTAL PROCEDURE

3.5.1 Procedures

3.5.2 Deviations

3.6 CONTROL OF SUBMITTALS

3.7 GOVERNMENT APPROVED SUBMITTALS

3.8 INFORMATION ONLY SUBMITTALS

3.9 STAMPS

SECTION 01 33 00 PAGE 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 SUBMITTAL IDENTIFICATION

Submittals required are identified by SD numbers as follows:

a) SD-01 Data

b) SD-04 Drawings

c) SD-06 Instructions

d) SD-07 Schedules

e) SD-08 Statements

f) SD-09 Reports

g) SD-13 Certificates

h) SD-14 Samples

i) SD-18 Records

j) SD-19 Operation and Maintenance Manuals

1.2 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.2.1 Government Approved

Governmental approval is required for extensions of design, critical materials, deviations, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered ”shop drawings."

1.2.2 Information Only

All submittals not requiring Government approval will be for information only. They are not considered ”shop drawings" within the terms of the Contract Clause referred to above.

1.3 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error that may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials will be considered unless accompanied by an explanation of why a substitution is necessary.

SECTION 01 33 00 PAGE 2

1.4 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

1.5 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL

The Contractor shall make submittals as required by the specifications.

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings.

Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) System Manager and each item shall be stamped, signed, and dated by the CQC System Manager indicating action taken.

Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts; diagrams; test reports;

samples; certifications; warranties; and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material covered thereby.

Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations. The Contractor Control System (QCS) module shall be used to track all submittals. The Contractor shall review the submittal register in the QCS module and make additions as necessary. ENG Form 4288 can be viewed and printed from the QCS module.

3.2 SUBMITTAL REGISTER (ENG FORM 4288)

At the end of this section is one set of ENG Form 4288 listing items and materials for which submittals are required by the specifications;

this list may not be all-inclusive and additional submittals may be required.

3.3 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent

SECTION 01 33 00 PAGE 3

drawings shall be so scheduled. Adequate time (a minimum of 14 calendar days exclusive of mailing time, except as otherwise specified) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals.

3.4 TRANSMITTAL FORM (ENG FORM 4025)

The sample transmittal form (ENG Form 4025) attached to this section shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. This form will be furnished to the Contractor in the QCS module. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item. On the FORM 4025, approval is indicated with an “A”, approved with comments is indicated as a “B”, disapproval is indicated with an “E”, and receipt acknowledged is indicated as an “F”.

3.5 SUBMITTAL PROCEDURE

Submittals shall be made as follows:

3.5.1 Procedures

The Contractor shall submit to the Contracting Officer 3 copies of all shop drawings and information submittals, unless otherwise specified in the specifications. These data shall be submitted sufficiently in advance of the particular work for which they are a part, to allow time for review prior to incorporation into the work, but shall be submitted not later than 30 calendar days after receipt of notice to proceed, unless otherwise specified or notified by the Contracting Officer. The drawings, plans, and data shall be complete and shall contain all required detailed information. The Contractor shall identify each separate sheet of drawings and data and each item of descriptive literature with the contract number and their respective transmittal numbers. Included on the drawings and data sheets shall be an identification of materials (by specification number or otherwise) to be used for the items shown thereon.

3.5.2 Deviations

For submittals that include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025 shall be checked.

The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

SECTION 01 33 00 PAGE 4

3.6 CONTROL OF SUBMITTALS

The Contractor shall carefully control his procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

3.7 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. Two copies of the submittal will be retained by the Contracting Officer and 1 copy of the submittal will be returned to the Contractor.

3.8 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated into the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

3.9 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:

CONTRACTOR

(Firm Name)

_____ Approved

_____ Approved with corrections as noted on submittal data and/or attached sheets(s).

SIGNATURE: __________________________________________________________

TITLE: ______________________________________________________________

DATE: _______________________________________________________________

-- End of Section --

SECTION TABLE OF CONTENTS 01 35 29 PAGE 1

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

1.1 PAYMENT

1.2 REGULATORY REQUIREMENTS

1.2.1 Revisions to Safety Manual, EN 385-1-1

1.3 ACCIDENT PREVENTION PLAN

1.3.1 Accident Prevention Plan

1.3.2 Certificate of Compliance for Contractor Program and Dredge(s)

1.4 SAFETY PROGRAM CONFERENCE

1.5 ACTIVITY HAZARD ANALYSIS

1.6 SAFETY MEETINGS

1.7 SAFETY PROGRAM STAFF REQUIREMENTS

1.7.1 Primary and Alternate Site Safety and Health Officer

1.7.1.1 Training Requirements

1.7.1.2 Responsibilities

1.8 SAFETY PROGRAM FOR FLOATING PLANT

1.8.1 Certification of Floating Plant

1.8.1.1 Seagoing Barge Act-- Special Standard of Responsibility (JUN

1979 (OCE)

1.8.1.2 Certification by National Association of Marine Surveyors

(NAMS) or the Society of Accredited Marine Surveyors (SAMS)

1.8.2 Personal Flotation Device (PFD)

1.8.3 Safety Drills

1.8.4 Smoke Alarms

1.8.5 CO Monitors

1.8.6 Fire Extinguisher - Mobile Construction Equipment

1.8.7 Electrical Installations

1.8.8 Safe Clearance Procedures

1.8.9 Work in Confined Spaces

1.8.10 Hazard Communication Program and Material Safety Data Sheets

1.8.11 Hazardous Weather Plan

1.9 SAFETY INSPECTION

1.9.1 Contractor Safety Inspection

1.10 EMERGENCY RESPONSE PROCEDURES

1.10.1 Emergency Response Procedures

1.10.2 Communications

1.10.3 Telephone Numbers, Call Signs and Instructions

1.10.4 First Aid and CPR Requirements

1.10.5 Submittal

1.10.6 Machinery and Mechanized Equipment Checklist

1.10.7 Welding Equipment

1.10.8 Anchor Points

1.10.9 Exceptions

1.11 NOTICE TO MARINERS

PART 3 EXECUTION

SECTION 01 35 29 PAGE 1

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

PART 1 GENERAL

1.1 PAYMENT

Separate payment will not be made for providing and maintaining an effective Safety Program, and all associated costs therewith shall be included in the applicable unit prices or lump sum prices contained in the Bidding Schedule.

1.2 REGULATORY REQUIREMENTS

In accordance with the Contract Clause, ACCIDENT PREVENTION, the

Contractor will insure that all pertinent provisions of the US Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, dated 15 September 2008, (copies available upon request), the latest Occupational Safety and Health Administration (OSHA) standards, and applicable Coast Guard safety regulations, as well as requirements listed in these specifications are complied with by all personnel within the area of operations. Work performed under this contract shall comply with applicable Federal, state, and local safety and occupational health laws and regulations. The contractor shall comply with the more stringent of the requirements listed herein and in the EM 385-1-1 (Sep.

2008).

1.2.1 Revisions to Safety Manual, EM 385-1-1

The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation. EM 385-1-1 and its changes are available at http://www.hq.usace.army.mil/soh/hqusace_soh.htm.

1.3 ACCIDENT PREVENTION PLAN

1.3.1 Accident Prevention Plan

After award and no later than the pre-construction…

This is the start of the file's text. The full file is on GovTribe.

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