W912HN-08-B-0010 Amendment 0001 _2_.pdf

W33SJG80780938

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

W912HN-08-B-0010, Savannah and Brunsw ick Harbor Entrance Channel Maintenance Dredging, is amended as show n in the follow ing Summary of Changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 02-Oct-2008

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 W912HN-08-B-0010

X 9B. DATED (SEE ITEM 11)

12-Sep-2008

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. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

02-Oct-2008

CODE

US ARMY ENGINEER DISTRICT SAVANNAH

100 W OGLETHORPE AVENUE

SAVANNAH GA 31401-3640

W912HN 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HN-08-B-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

W912HN-08-B-0010 is amended as follows:

SECTION 00010 - SOLICITATION CONTRACT FORM

a. The ESTIMATED QUANTITY for the following CLINS has been revised as follows:

CLIN 0002: Changed from 1,400.00 to 3,400.00;

CLIN 0003: Changed from 32,700.00 to 57,800.00;

CLIN 0004: Changed from 32,800.00 to 55,200.00;

CLIN 0005: Changed from 68,700.00 to 201,100.00;

CLIN 0006: Changed from 34,000.00 to 52,500.00;

CLIN 0009: Changed from 79,500.00 to 10,100.00;

CLIN 0010: Changed from 454,000.00 to 222,600.00;

CLIN 0011: Changed from 206,700.00 to 53,800.00;

CLIN 0012: Changed from 70,500.00 to 2,500.00.

The Bid Schedule is revised to change the ESTIMATED QUANTITIES as shown in the conformed copy of the solicitation.

b. The following paragraphs of NOTICE TO OFFERORS have been revised to change “Section B” to “Section 00010”:

NOTE: Issuance of Task Orders. As the requirements of the Corps of Engineers are defined, the Contracting Officer will notify the Contractor of a requirement through the issuance of a Request for Proposal (RFP) Letter. The RFP Letter will provide the Contractor with a description of the services to be provided for the prospective task order. The Corps of Engineers will then negotiate with the Contractor the proposed effort and the time period for performing the work. The Task Order price will be negotiated utilizing the Contract Rate Schedule in Section 00010.

Work will only be ordered through the issuance of individual task orders. All task orders issued will be for the services specified therein, and will be in accordance with the fixed rates established in Section 00010 of the Schedule.

SECTION 00600 - REPRESENTATIONS & CERTIFICATIONS

The following Provisions have been revised to change the small business size standard from $18.5 Million to $20.0 Million:

52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (JAN 2006)

52.219-1 SMALL BUSINESS PROGRAM REPRESENTATIONS (MAY 2004) - ALTERNATE I (APR 2002)

252.204-7007 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (52.204-8) ALTERNATE A

SECTION 00700 - CONTRACT CLAUSES:

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set 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;

(4) Be responsible for any errors that 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 that are manifestly necessary to carry out the intent of the drawings and specifications, or that 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:

Plate No. Sheet No. Title

G-01 1 INDEX OF DRAWINGS

G-02 2 SAVANNAH HARBOR LOCATION MAP

G-03 3 BRUNSWICK HARBOR LOCATION MAP

H-01 4 NEW CHANNEL RANGE– EXAMINATION SURVEY

H-02 5 TYBEE KNOLL– EXAMINATION SURVEY

H-03 6 TYBEE KNOLL– EXAMINATION SURVEY

H-04 7 TYBEE KNOLL– EXAMINATION SURVEY

H-05 8 TYBEE KNOLL– EXAMINATION SURVEY

H-06 9 TYBEE KNOLL– EXAMINATION SURVEY

H-07 10 TYBEE ROADS– EXAMINATION SURVEY

H-08 11 TYBEE ROADS– EXAMINATION SURVEY

H-09 12 TYBEE ROADS– EXAMINATION SURVEY

H-10 13 TYBEE ROADS– EXAMINATION SURVEY

H-11 14 TYBEE ROADS– EXAMINATION SURVEY

H-12 15 TYBEE ROADS– EXAMINATION SURVEY

H-13 16 BRUNSWICK POINT CUT AND CEDAR HAMMOCK RANGES–

EXAMINATION SURVEY

H-14 17 CEDAR HAMMOCK AND JEKYLL ISLAND RANGE–

EXAMINATION SURVEY

H-15 18 JEKYLL ISLAND RANGE – EXAMINATION SURVEY

H-16 19 JEKYLL ISLAND AND PLANTATION CREEK RANGE–

EXAMINATION SURVEY

H-17 20 PLANTATION CREEK RANGE– EXAMINATION SURVEY

H-18 21 ST. SIMONS RANGE – EXAMINATION SURVEY

H-19 22 ST. SIMONS RANGE – EXAMINATION SURVEY

H-20 23 ST. SIMONS RANGE – EXAMINATION SURVEY

H-21 24 ST. SIMONS RANGE – EXAMINATION SURVEY

H-22 25 ST. SIMONS RANGE – EXAMINATION SURVEY

H-23 26 ST. SIMONS RANGE – EXAMINATION SURVEY

H-24 27 ST. SIMONS RANGE – EXAMINATION SURVEY

H-25 28 ST. SIMONS RANGE – EXAMINATION SURVEY

H-26 29 ST. SIMONS RANGE – EXAMINATION SURVEY

D-01 24 OMITTED

D-01A 30A NEARSHORE DISPOSAL LOCATIONS – SAVANNAH HARBOR

D-01B 30B NEARSHORE DISPOSAL AREA – SITE 2

D-01C 30C NEARSHORE DISPOSAL AREA – SITE 3-5

D-01D 30D NEARSHORE DISPOSAL AREA – SITE 6-8

D-01E 24E OMITTED

D-02 25 OMITTED

D-02A 31A NEARSHORE DISPOSAL LOCATIONS – BRUNSWICK HARBOR

D-02B 31B NEARSHORE DISPOSAL AREA – SITE A-B

D-02C 31C NEARSHORE DISPOSAL AREA – SITES C-D

D-02D 31D NEARSHORE DISPOSAL AREA – SITES E-F

D-02E 31E NEARSHORE DISPOSAL AREA – SITES G-H

X-01 32 TYPICAL DREDGING SECTIONS-SAVANNAH HARBOR

ENTRANCE CHANNEL

X-02A 33A TYPICAL DREDGING SECTIONS-BRUNSWICK HARBOR

ENTRANCE CHANNEL

X-02B 33B TYPICAL DREDGING SECTIONS-BRUNSWICK HARBOR

ENTRANCE CHANNEL

(End of clause)

PROJECT TABLE OF CONTENTS

Delete existing Project Table of Contents in its entirety and replace with revised enclosed Page.

SECTION 00800 – ATTACHMENT 1

Delete existing List of Drawings in their entirety and replace with enclosed revised Pages.

SECTION 00 01 15 - LIST OF DRAWINGS

Delete existing List of Drawings in their entirety and replace with enclosed revised Pages.

SECTION 01 10 00.11 – SPECIAL CONTRACT REQUIREMENTS

Delete existing Page 1 through Page 10 in their entirety and replace with enclosed revised Pages.

SECTION 01 11 00.00 37 – SUMMARY OF WORK

Delete existing Page 2 in its entirety and replace with enclosed revised Page.

SECTION 01 33 00 – SUBMITTAL PROCEDURES

Delete existing Attachment 1 and Attachment 2 in their entirety and replace with enclosed Attachments 1 and 2 COVERS with Enclosures.

SECTION 01 35 29 – SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

Delete existing Page 1 through Page 9 in their entirety and replace with enclosed revised Page 1 through Page 8.

SECTION 01 57 20.00 10 – ENVIRONMETNAL PROTECTION

Delete existing Page 1 through Page 20 in their entirety and replace with enclosed revised Page 1 through Page 19.

SECTION 35 20 23 – DREDGING

Delete existing Page 1 through Page 20 in their entirety and replace with enclosed revised Pages.

NOTE:

Text that is added or revised by this amendment is replaced in its entirety and underlined and/or printed in bold and/or stamped appropriately.

The text changes may have necessitated reformatting of subsequent text or pages. If this is the case, those pages have also been issued as amended pages but are not underlined or bold text.

DRAWINGS

Delete existing Drawings in their entirety and replace with enclosed Cover and revised Drawings.

(End of Summary of Changes)

Encls As

SAVANNAH BRUNSWICK ENTRANCE CHANNEL W912HN-08-B-0010

MAINTENANCE DREDGING

PROJECT TABLE OF CONTENTS Page 1 (Revised by Amendment No. 0001)

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00010 SOLICITATION CONTRACT FORM

00100 BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

00600 REPRESENTATIONS & CERTIFICATIONS

00700 CONTRACT CLAUSES

00800 SPECIAL CONTRACT REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.11 SPECIAL CONTRACT REQUIREMENTS

01 11 00.00 37 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 04.10 CONTRACTOR QUALITY CONTROL

01 57 20.00 10 ENVIRONMENTAL PROTECTION

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 20 23.23 HOPPER DREDGE SILENT INSPECTOR

35 20 23 DREDGING

-- End of Project Table of Contents --

INDEX OF DRAWINGS

PLATE NO. SHEET NO. TITLE

INDEX OF DRAWINGSINDEX OF DRAWINGS

STANDARD ABBREVIATIONS

G-01 1

G-02 2

G-03 3

H-01 4

H-02 5

H-03 6

H-04 7

H-05 8

H-06 9

H-07 10

H-08 11

H-09 12

H-10 13

H-11 14

H-12 15

H-13 16

H-14 17

H-15 18

H-16 19

H-17 20

H-18 21

H-19 22

H-20 23

D-01 24

D-02 25

BRUNSWICK HARBOR LOCATION MAP

SAVANNAH HARBOR LOCATION MAP

H-13 16

CEDAR HAMMOCK AND JEKYLL ISLAND RANGE

H-13 16 H-13 16

CEDAR HAMMOCK AND JEKYLL ISLAND RANGE

DGN FILE

D-01A 30A

D-01B 30B

D-01C 30C

D-01D 30D

D-02A

D-02B

31A

31B

D-02C 31C

D-02D 31D

NEARSHORE DISPOSAL AREA - SITES C-D

NEARSHORE DISPOSAL AREA - SITES E-F

ST. SIMONS RANGE - EXAMINATION SURVEY

ST. SIMONS RANGE - EXAMINATION SURVEY

ST. SIMONS RANGE - EXAMINATION SURVEY

ST. SIMONS RANGE - EXAMINATION SURVEY

ST. SIMONS RANGE - EXAMINATION SURVEY

ST. SIMONS RANGE - EXAMINATION SURVEY

NEARSHORE DISPOSAL AREA - SITE 2

NEARSHORE DISPOSAL AREA - SITE 3-5

NEARSHORE DISPOSAL AREA - SITE 6-8

NEARSHORE DISPOSAL AREA - SITE A-B

NEARSHORE DISPOSAL LOCATIONS - BRUNSWICK HARBOR

NEARSHORE DISPOSAL LOCATIONS - SAVANNAH HARBOR

D-01E 24E

NEW CHANNEL RANGE - EXAMINATION SURVEY

TYBEE KNOLL - EXAMINATION SURVEY

TYBEE KNOLL - EXAMINATION SURVEU

TYBEE KNOLL - EXAMINATION SURVEY

TYBEE KNOLL - EXAMINATION SURVEY

TYBEE ROADS - EXAMINATION SURVEY

TYBEE ROADS - EXAMINATION SURVEY

TYBEE ROADS - EXAMINATION SURVEY

TYBEE ROADS - EXAMINATION SURVEY

TYBEE ROADS - EXAMINATION SURVEY

TYBEE ROADS - EXAMINATION SURVEY

BRUNSWICK POINT CUT AND CEDAR HAMMOCK RANGES - EXAMINATION SURVEY

CEDAR HAMMOCK AND JEKYLL ISLAND RANGE - EXAMINATION SURVEY CEDAR HAMMOCK AND JEKYLL ISLAND RANGE

JEKYLL ISLAND AND PLANTATION CREEK RANGE - EXAMINATION SURVEY

PLANTATION CREEK RANGE - EXAMINATION SURVEY

D-02E 31E NEARSHORE DISPOSAL AREA - SITES G-H

TYBEE KNOLL - EXAMINATION SURVEY

JEKYLL ISLAND RANGE - EXAMINATION SURVEY

H-21

H-22

H-23

H-24

H-25

H-26

OMITTED

D-01

D-02

H-13 H-13

D-01E

G-01A.dgn

G-02A.dgn

G-03A.dgn

H-01A.dgn

H-02A.dgn

H-03A.dgn

H-04A.dgn

H-05A.dgn

H-06A.dgn

H-07A.dgn

H-08A.dgn

H-09A.dgn

H-10A.dgn

H-11A.dgn

H-12A.dgn

H-13A.dgn H-13

H-14A.dgn

H-15A.dgn

H-16A.dgn

H-17A.dgn

H-18A.dgn

H-19A.dgn

H-20A.dgn

H-21A.dgn

H-22A.dgn

H-23A.dgn

H-24A.dgn

H-25A.dgn

H-26A.dgn

D-01AA.dgn

D-01CA.dgn

D-01DA.dgn

D-01BA.dgn

D-02AA.dgn

D-02BA.dgn

D-02CA.dgn

D-02DA.dgn

D-02EA.dgn

INDEX OF DRAWINGSINDEX OF DRAWINGS

STANDARD ABBREVIATIONS

X-01

33A

DGN FILE

33B

X-02A

X-02B

TYPICAL DREDGING SECTIONS-SAVANNAH HARBOR ENTRANCE CHANNEL

TYPICAL DREDGING SECTIONS-BRUNSWICK HARBOR ENTRANCE CHANNEL

TYPICAL DREDGING SECTIONS-BRUNSWICK HARBOR ENTRANCE CHANNEL

X-01A.dgn

X-02AA.dgn

X-02BA.dgn

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.11

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1.3 CONTRACTOR QUALITY CONTROL

1.3.1 Quality Control System (QCS)

1.3.2 QCS Personnel

1.3.3 Pre-Dredging Meeting

1.3.4 Inspections

1.3.5 Deficiencies

1.4 PROGRESS PAYMENTS

1.5 DATUM AND BENCHMARKS

1.5.1 Brunswick Harbor

1.5.2 Savannah Harbor

1.6 NOTICE TO MARINERS

1.7 ADVANCE NOTICE REQUIREMENT

1.8 SURVEILLANCE OF OCEAN DISPOSAL BY UNITED STATES COAST GUARD

1.8.1 Jurisdiction

1.8.2 Notification

1.8.3 Accommodations

1.8.4 Communications

1.9 COMPLIANCE WITH APPLICABLE NAVIGATION RULES AND REGULATIONS, MARINE

EQUIPMENT

1.10 CERF IMPLEMENTATION

1.11 WEATHER CONDITIONS

1.12 PLANT

1.12.1 Additional Plant

1.12.2 Reduction In Capacity

1.12.3 Approved Plant

1.12.4 Condition Of Plant

1.13 NAVIGATION AIDS AND PERMITS

1.13.1 Navigation Aids

1.13.2 Dredging Aids

1.13.3 Coast Guard Permits

1.14 SIGNAL LIGHTS

1.15 COAST GUARD CERTIFICATION OF PLANT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 10 00.11 Page 1

SECTION 01 10 00.11

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM A 615/A 615M (2006a) Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement

ASTM C 127 (2004) Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

ASTM C 128 (2004a) Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate

ASTM D 1250 (2004) Petroleum Measurement Tables

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

33 CFR 64 Marking of Structures, Sunken Vessels and other Obstructions

33 CFR 66 Private Aids to Navigation

33 CFR 67 Aids to Navigation on Artificial Islands and Fixed Structures

33 CFR 67.01 General Requirements

33 CFR 67.40-1 Notification to District Commander

33 CFR 81 (2006) Implementing Rules

33 CFR 84 (2006) Positioning and Technical Details of Lights and Shapes

33 CFR 89 (2006) Inland Navigation Rules:

Implementing Rules

46 CFR 7 Boundary Lines

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2003) Safety and Health Requirements

SECTION 01 10 00.11 Page 2

Manual

ER 1110-1-5 Plant Pest Quarantined Areas and Foreign Soil Samples

ER 385-1-92 (2000) Safety and Occupational Document Requirements for Hazardous, Toxic, and Radioactive Waste (HTRW) Activities

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

Dredging shall commence no sooner than 15 December 2008 in Savannah Harbor and 1 January 2009 in Brunswick Harbor depending on conditions prior to issuance of NTP.

The Contractor will be required to commence work under this Contract after acknowledgement of receipt of Notice to Proceed, to prosecute said work diligently and to complete the entire work ready for use not later than 31 March 2009 in Savannah Harbor and 28 February 2009 in Brunswick Harbor.

Dredging will be based on when the task orders are issued. The time stated for completion shall include final cleanup of the premises.

1.3 CONTRACTOR QUALITY CONTROL

The Contractor shall provide and maintain an effective quality control program that complies with Contract Clause "INSPECTION OF CONSTRUCTION (FAR

52.246 12)".

1.3.1 Quality Control System (QCS)

The Contractor shall establish a quality control system to perform sufficient inspection of all items of work, including that of the subcontractors, to ensure conformance to applicable specifications and drawings with respect to the materials, workmanship, construction, finish functional performance, and identification. This control shall be established for all dredging except where the technical provisions of the Contract provide for specific Government control by inspections or other means. The Contractor's control system shall specifically include the surveillance required in the technical provisions of the Contract Specifications.

The Contractor's QCS is the means by which he assures himself that his dredging complies with the requirements of the Contract plans and specifications. The controls shall be adequate to cover all dredging operations and should be keyed to the proposed dredging sequence.

1.3.2 QCS Personnel

The Contractor's job supervisory staff may be used for quality control, supplemented as necessary by additional personnel for surveillance or special technicians to provide capability for the controls required by the technical provisions of the specifications. The Contractor's QCS shall be organized with a chief and supplemental personnel as necessary to perform adequate quality control of the various provisions of the specifications.

The QCS chief shall be:

a. On the site at all times during construction, SECTION 01 10 00.11 Page 3

b. Employed directly by the Contractor,

c. Independent of the Contractor's field organization,

d. Responsible only to the Contractor's top management, and

e. Have a minimum of 5 years experience in related work.

Supplemental Personnel:

f. May be taken from Contractor or subcontractor supervisory personnel,

g. May have duties other than quality control, and

h. Shall be of sufficient number, experience and expertise to perform adequate quality control.

1.3.3 Pre-Dredging Meeting

After the Contract is awarded and before dredging operations are started, the Contractor shall meet with the Contracting Officer (CO) or the Contracting Officer's Representative (COR) and discuss quality control requirements. The meeting shall develop mutual understanding relative to details of the system, including the forms to be used for recording the quality control operations, inspections, administration of the system, and the interrelationship of Contractor and Government inspection.

Unless specifically authorized by the CO, no dredging shall be started until the Contractor's quality control plan is approved.

1.3.4 Inspections

All compliance inspections shall be recorded on the form Daily Contractor Quality Control Report (Attachment 1 to Section 00800), including but not limited to the specific items required in each technical section of the specifications. This form, to include records of corrective action taken, shall be furnished to the Government as required by the CO.

1.3.5 Deficiencies

If recurring deficiencies in an item or items indicate that the quality control system is not adequate, such corrective actions shall be taken as directed by the CO.

1.4 PROGRESS PAYMENTS

Progress payments made pursuant to the Contract Clause "PAYMENTS UNDER FIXED PRICE CONSTRUCTION CONTRACTS" for any item of work in the Schedule (Section 00010) shall be based on the Contract unit price or lump sum amount set forth in the Schedule for that item of work. If the amount of the unit price or lump sum bid for any item of work is in excess of 125 percent of the Government estimate for such item, the CO may require the Contractor to produce cost data to justify the price of the bid item.

Failure to justify the bid item price to the satisfaction of the CO may result in payment of an amount equal to 125 percent of the Government estimate for such bid item upon completion of work on the item and payment

SECTION 01 10 00.11 Page 4 of the remainder of the bid item price upon final acceptance of all Contract work. With the possible exception of progress payments for mobilization and demobilization, invoices are due by the third day of each month.

1.5 DATUM AND BENCHMARKS

1.5.1 Brunswick Harbor

The Brunswick Harbor plane of reference of mean lower low water (MLLW) as used in these specifications is that determined by the following benchmarks:

Name Description Elevation above MLLW

BM Tidal 3 Standard disk set flush in sidewalk 13.49 near NW corner of St. Simons pier

BM-Tidal 5 Standard disk set in southern end of 13.98 sidewalk in southern end parking area between casino and Chamber of Commerce/ Library

Points for the centerline of the Brunswick Harbor entrance channel are as follows:

Station X Y

14+464.77 887175.6 404161.2

4+272.49 893277.5 412325.1

-6+645.75B 903836.7 409548.0

-14+000B 910008.98 405549.21

-46+000B 936864.54 388148.28

-56+500B 945677.01 382439.11

SECTION 01 10 00.11 Page 5

1.5.2 Savannah Harbor

The Savannah Harbor plane of reference of mean lower low water as used in these specifications is that determined by the following benchmarks:

Name Description Elevation above MLLW

BM 5 A standard disk set flush in a concrete 12.75 post south of concrete parking lot for Savannah Bar Pilots Residence

BM N 323 1974 Std. Disk set 0.1 foot below ground 10.08 near base of a 100 foot high radio tower in Fort Pulaski National Monument

(End of Clause)

1.6 NOTICE TO MARINERS

Should the Contractor encounter any objects on the channel bottom which could be a hazard to navigation, he shall notify the CO and the U.S. Coast Guard (USCG) Marine Safety Office immediately with pertinent information necessary for the Marine Safety Office to issue a Notice to Mariners.

Pertinent information shall include the location and description of the object, as well as any other information necessary to alert shippers in the area. The Marine Safety Office telephone numbers are 912-652-4353 and 843-724-7616. A copy of the notification shall be furnished to the Contracting Officer.

1.7 ADVANCE NOTICE REQUIREMENT

The Contractor shall give the CO 15 days' written notice of the date he plans to complete work in each acceptance section in order that before dredging surveys for the next area of assignment may be made sufficiently in advance of the Contractor's operations.

1.8 SURVEILLANCE OF OCEAN DISPOSAL BY UNITED STATES COAST GUARD

1.8.1 Jurisdiction

Under the Marine Protection, Research and Sanctuary Act of 1972 and the Environmental Protection Agency's Final Ocean Dumping Regulations and Criteria (Federal Register, Vol. 38, No. 198 dated 15 October 1972), the USCG has the responsibility for the surveillance of ocean dumping.

1.8.2 Notification

The Contractor shall notify the local USCG Captain of the Port at least 5 days prior to the first ocean disposal in each harbor. The notification shall be by certified mail with a copy to the CO. The following information shall be included in the notification letter:

a. Project designation, Corps of Engineers' Contract number and name, and Contractor's address and telephone number.

b. Port of departure.

SECTION 01 10 00.11 Page 6

c. Location of ocean disposal area.

d. Quantity of material to be deposited in ocean.

e. Schedule for ocean disposal, giving date and time proposed for first ocean disposal.

f. Name of vessel or tugboat and barge.

1.8.3 Accommodations

The USCG may require Coast Guard personnel to be onboard the tow or dump vessel during complete cycles of loadings, travel and disposal in the ocean. USCG personnel will monitor the disposal of the material and obtain any necessary dredged material samples. Meals as normally provided to the crew shall be served to the USCG personnel onboard. Likewise, quarters shall be provided for USCG personnel if the dump operation requires two or more continuous shifts.

1.8.4 Communications

Directions as to the Contractor's method of operation will be channeled through the CO or the COR.

1.9 COMPLIANCE WITH APPLICABLE NAVIGATION RULES AND REGULATIONS, MARINE

EQUIPMENT

a. The Contractor shall ascertain that all vessels utilized in project operations consequent to this project are commanded, equipped, navigated, and/or operated so as to be in strict compliance with the general regulations of the Department of the Army and of the USCG, including applicable section, safety, environmental and navigational rules and regulations of the Code of Federal Regulations (CFR), parts 33 and 46.

b. Installations placed by the Contractor on or over the seabed of the work area, i.e., pipeline, pipeline risers, and booster stations, are obstructions or structures in accordance with 33 CFR 67.01. Such installations or portions thereof, are subject to applicable regulations set forth in 33 CFR 64, 33 CFR 66, and 33 CFR 67.

c. The Contractor shall notify, and obtain necessary installation approvals from, Commander, Seventh Coast Guard District. The Contractor shall maintain and operate the jobsite installations and vessels in accordance with applicable laws.

1.10 CERF IMPLEMENTATION

If the work specified in this Contract is performed by hopper dredge, the owner must have an active Basic Ordering Agreement (BOA) for the hopper dredge on file with the U.S. Army Corps of Engineers. The Contractor shall make the hopper dredge available to serve in the Corps of Engineers' Reserve Fleet (CERF) at any time that the hopper dredge is used under this Contract. When the CO is notified of the decision to activate this dredge into the CERF, the Contractor shall take appropriate action to release the dredge. The CO may then extend or terminate the Contract to implement whatever action is in the best interest of the Government. The Contractor shall also be subject to the following conditions:

a. The Director of Civil Works may require the Contractor to perform

SECTION 01 10 00.11 Page 7 emergency dredging at another CONUS (48 contiguous states) site for a period of time equal to the remaining time under this Contract at the date of notification plus up to 90 days at the previously negotiated rate which appears on the schedule of prices in the BOA.

b. The Chief of Engineers may require the Contractor to perform emergency dredging at an OCONUS (outside CONUS which includes Alaska, Hawaii, Puerto Rico, the Virgin Islands or U.S. Trust Territories) site for a period of time equal to the remaining time under this Contract at the date of notification plus up to 180 days at the previously negotiated rate which appears on the schedule of prices in the BOA.

c. The CERF shall be activated by the Chief of Engineers or Director of Civil Works; then the CO will notify the Contractor. From the time of notification, the selected dredge must depart for the emergency assignment within 72 hours for CONUS or 10 days for OCONUS assignments.

d. A confirming delivery order will be issued pursuant to the BOA by the CO. Such delivery orders shall utilize the schedule of rates in the BOA for the specific hopper dredge.

e. If during the time period specified in the items above, a CERF vessel is still required, the Contract performance period may be continued for additional time by mutual agreement.

1.11 WEATHER CONDITIONS

When navigation is hazardous due to inclement weather (such as heavy fog), the plant and related equipment shall be moved to provide the maximum possible channel width for passage.

1.12 PLANT

The Contractor agrees to keep on the job sufficient plant to meet the requirements of the work. The plant shall be in satisfactory operating condition and capable of safely and efficiently performing the work as set forth in the specifications and shall be subject to inspection by the CO at all times. The plant listed on the Contractor's Plant Data Sheet (Attachment 1 to Section 00800), is the minimum which the Contractor agrees to place on the job unless otherwise determined by the CO, and its listing thereon is not to be construed as an agreement on the part of the Government that it is adequate for the performance of the work.

1.12.1 Additional Plant

In the event of collision, fire, major breakdown or any other action preventing continuation of dredging operations for a period of more than 48 hours which is anticipated to continue for a period of 30 days or more, additional dredging plant shall be delivered as required by Paragraph COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK. In the event the additional plant, as directed by the CO, is not delivered and placed in operation within the allowable 30 days, the Contract will be terminated under the Contract Clause "DEFAULT (FIXED PRICE CONSTRUCTION) (FAR 52.249 10)".

1.12.2 Reduction In Capacity

No reduction in the capacity of the plant employed on the work shall be made except by written permission of the CO. The measure of the "capacity

SECTION 01 10 00.11 Page 8 of the plant" shall be its actual performance on the work to which these specifications apply.

1.12.3 Approved Plant

Approved plant includes only crane, bucket, and dipper dredges, scows, bottom dump barges, pipeline, hopper dredges, and similar equipment.

Dragging I-beam, plow, or similar devices is not approved.

1.12.4 Condition Of Plant

For hopper dredges and dump scows, the Contractor shall maintain all seals on bottom dump doors and on split hulls to prevent leakage of dredged material from the hopper. All scows must be kept in good condition, the coamings repaired and the pockets provided with proper doors or appliances to prevent leakage of material. All pipelines for hydraulic machines must be kept in good condition at all times and any leaks or breaks along their length must be promptly and properly repaired.

1.13 NAVIGATION AIDS AND PERMITS

1.13.1 Navigation Aids

Navigation aids located within or near the areas required to be dredged will be removed, if necessary, by the USCG in advance of dredging operations. The Contractor shall not remove, change the location of, obstruct, willfully damage, make fast to, or interfere with any aid to navigation. The CO shall request the USCG to relocate the aids if it is determined that the aids will interfere with the dredging process. Should the Coast Guard determine that they cannot respond to the CO's request, the CO may direct the Contractor to remove the navigation aid(s).

1.13.2 Dredging Aids

Do not color or place dredging aid markers and lights in a manner that obstructs or confuses them with navigation aids.

Submerged pipelines shall be marked with signs, buoys, and lights. The appropriate signs and lights shall be posted at the entry and exit points.

Buoys shall be placed a minimum of 500 feet apart between entry and exit points. These buoys shall be lit with flashing lights which are visible around the horizon.

1.13.3 Coast Guard Permits

The Contractor shall maintain and operate the job site installations and vessels in accordance with applicable law.

1.14 SIGNAL LIGHTS

The Contractor shall display signal lights and conduct operations in accordance with the General Regulations of the Department of the Army and USCG governing lights and day signals to be displayed by towing vessels, tows on which no signals can be displayed, vessels working on wrecks, dredges, and vessels engaged in laying cables or pipes or vessels involved in submarine or bank protection operations. The Contractor shall also be in accordance with those regulations governing lights to be displayed on dredge pipeline and day signals to be displayed by vessels of more than 65 feet in length moored or anchored in a fairway or channel and the passing

SECTION 01 10 00.11 Page 9 by other vessels of floating plant working navigable channels, as approved by the Secretary of the Army and Commandant, USCG. (33 CFR 80.18 - 80.31a;

33 CFR 95.51 - 95.66; 33 CFR 9.22 - 90.36; 33 CFR 82 and COMDTINST M16672.2.

1.15 COAST GUARD CERTIFICATION OF PLANT

The Contractor shall furnish the CO sufficient evidence that the Contractor's floating plant (or self propelled dredge) has proper and necessary USCG certification as may be applicable under 46 USC 33, 46 CFR 7, or 46 USC 51.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 10 00.11 Page 10

SECTION 01 11 00.00 37

SUMMARY OF WORK

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

The Contractor shall provide all construction services, including furnishing all personnel, transportation, mobilization/demobilization, equipment and materials required in connection with maintenance dredging in Savannah and Brunswick Entrance Channels and placement in the designated nearshore placement areas. These services shall be performed in accordance with technical and special provisions contained herein. Services not specifically described herein are nevertheless required if they can be identified as an item commonly a part of normally expected and/or professional grade work of a comparable nature. All work shall be performed in accordance with contract specifications, manufacturer's recommendations, and state building codes.

The dredging is located in the entrance channels offshore of Chatham and Glynn Counties, Georgia. Disposal will be offshore of Chatham and Glynn Counties, Georgia.

The units of measure of this project will be in U.S. feet.

Horizontal control shall be NAD83 Georgia East state plane coordinate system. Vertical control shall be Mean Lower Low Water (MLLW) EPOCH 1983-2001. All surveys by the Contractor will be coordinated with the Contracting Officer to assure that all surveys are done consistent with Government standards and accepted datum.

The limits of construction are shown on the contract drawings. Construction work described herein applies to the excavation and placement the dredged material in the designated disposal areas, and survey before and after construction.

1.2 CONTRACTOR REQUIREMENTS

A. Project Involves Handling of Asbestos: No B. Occupancy During Construction: Yes C. Phasing of Work: No D. Construction Schedule: Bar Chart E. CQC System Requirements: CQC Manager

1.3 CONTRACT REQUIREMENTS

A. After contract award:

FRP0001 - Site Safety and Health Plan FRP0002 - Quality Control Program FRP0003 - Work Plan (Narrative) FRP0006 - Work Schedule FRP0007 - Weekly Progress Report FRP0008 - Telephone Conversation/Correspondence Records FRP0009 - Dredging Plan

SECTION 01 11 00.00 37 Page 2

(Added by Amendment No. 0001)

Attachment 1

Instructions for Contractors Completing

ENG FORM 4288

Eng Form 4288

ATTACHMENT 1

Instructions for Contractors Completing ENG FORM 4288

1. Use electronic submittal register program furnished by the Government. See paragraph, QCS SOFTWARE of Section 01 45 01.10: USACE QUALITY CONTROL SYSTEM (QCS).

2. Prepare and maintain submittal register. Verify that all submittals required for project are listed and add missing submittals. Complete the following on the register database.

a. Column – ACTIVITY NO. Enter the Activity Number as shown on the construction schedule, which requires this item. In the case where an item applies to more than one construction activity, enter the activity number of the activity with the earliest planned start date.

b. Column – TRANSMITTAL NO. Enter the Transmittal Number under which the submittal was made. The transmittal Number shall have the following format:

A – B – C

Where: A - is the specification section.

B - is a consecutive number where 1 would be the first transmittal under the given specification section, 2 would be the second transmittal, etc.

C - is a consecutive number identifying resubmittals. Number 1 would be the first resubmittal, 2 the second. etc.

Examples of Transmittal Numbers under Specification Section 01 33 00:

01 33 00-1, 01 33 00-2

01 33 00-1-1 (first resubmittal of 01 33 00-1)

c. Contractor Schedule Dates:

(1) Column - SUBMIT NEEDED BY. Enter the scheduled date for submission to the Government.

(2) Column – APPROVAL NEEDED BY. Enter the date that approval by the Government is required.

(3) Column – MATERIAL NEEDED BY. Enter the date that material is needed at the job site.

d. Contractor Action:

(1) Column – CODE. Enter the review code assigned by the Government.

(2) Column – CORPS RECEIVED DATE. Enter the date that the submittal item actually was submitted to the Government. All items, regardless of submittal classification are to be submitted to the Government.

ENG FORM 4288(Facsimile) Based on RMS Ver2.1

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Attachment 2

Instructions for Contractors Completing

ENG FORM 4025-R

ENG FORM 4025-R

ATTACHMENT 2

Instructions for Contractors Completing ENG FORM 4025-R

A. Enter date the submittal is submitted.

B. Enter the Transmittal Number of the submittal.

The Transmittal Number shall have the following format:

A – B – C

Where: A - is the specification section

B - is a consecutive number where 1 would be the first transmittal under the given specification section, 2 would be the second transmittal, etc.

C - is a consecutive number where 1 would be the first resubmittal, 2 the second, etc.

Examples of Transmittal Numbers under Specification Section 01 33 00:

01 33 00-1 01 33 00-2 01 33 00-1-1 (first resubmittal of 01 33 00-1) 01 33 00-3

C. Enter name and address of Corps of Engineers reviewing office.

D. Enter name and address of Contractor.

E. Enter contract number.

F. If this is the first submittal of information for this item number, check the box for "New Submittal". If not, check the box for "Resubmittal".

G. If the "Resubmittal" box is checked, enter the previous Transmittal No.

H. Enter the specification section that applies to this Transmittal Form. A separate Transmittal Form shall be used for submittals under separate sections of the specifications.

I. Enter name and location of project.

J. Indicate whether the submittal is "For Information Only (FIO)” or for "Government

ATTACHMENT 2

Approval (Gov't Approval)".

K. Enter the Item No. as identified on the Submittal Register.

L. Enter the Description of the item submitted as identified on the Submittal Register.

M. Enter information as necessary. When a sample of material or Manufacturer's Certificate of Compliance is transmitted, indicate "Sample" or "Certification.

N. Enter the number of copies of submittal data attached.

0. Enter the specification paragraph number as identified on the Submittal Register using the following format:

Spec. Section - Paragraph number

P. Enter information as necessary.

Q. Enter Contractor Action Code. See reverse side of ENG Form 4025 for applicable codes.

R. A check shall be placed in the "Variation" column when a submittal is not in accordance with the plans and specifications. Attach a written statement describing the variation.

S. Review code assigned by the Government reviewer.

T. Contractor or Government review comments. Government review comments may also be placed on a separate sheet of paper.

U. Signature of Contractor reviewer.

V. Number of enclosures being returned to the Contractor by the Government reviewer.

W. Signature and title of Government approving authority.

X. Date of review by the Government.

Other: In submitting manufacturer's literature or similar information, the Contractor shall clearly identify the item proposed for use.

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

(Read instructions on the reverse side prior to initiating this form)

DATE

f

TRANSMITTAL NO.

C3 SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor) rTO: FROM: CONTRACT NO. CHECK ONE:

C :D ;; n THIS IS A NEW TRANSMITTAl

D THIS IS A RESUBMITTAL OF (

TRANSMITTJ

SPECIFICATION SEC. NO. Jl'er only one section with PROJECT TITLE AND LOCATION

CHECK ONE: THIS TRANSMITTAL IS::s each transmittal) FOR D FlO 0 GOV'T. APPROVAL

DESCRIPTION OF ITEM SUBMITTED MFG OR CONTR. NO. CONTRACT REFERENCE FOR VARIATION FOR (Type size, model number/etc.) CAT., CURVE OF DOCUMENT CONTRACTOR (See CE

DRAWING OR COPIES USE CODE instruction USE BROCHURE NO. SPEC. DRAWING No.6) CODE

(See instruction no. 8) PARA. NO. SHEET NO.

b. c. d. e. f. g. h. i.

J III III () r-j/ {}~ 't( S

REMARKS I certify that the above submitted items have been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as other wise

1 stated.

d

NAME AND SIGNATURE OF CONTRACTOR

SECTION II - APPROVAL ACTION

ITEM

NO.

a.

-K

ENCLOSURES RETURNED (List by Item No.)

v

NAME, TITLE AND SIGNATURE OF APPROVING AUTHORITY

DATE

f ENG FORM 4025-R, MAR 95 (ER 415-1-10) EDITION OF SEP 93 IS OBSOLETE. SHEET OF (Proponent: CEMP-CEJ

SHEET OF

I certify that the above submitted items have been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as other wise stated.

CHECK ONE:

THIS IS A NEW TRANSMITTAL

THIS IS A RESUBMITTAL OF

TRANSMITTAL

DATE

REMARKS

CONTRACT REFERENCE

DOCUMENT

SPECIFICATION SEC. NO. (Cover only one section with each transmittal)

TO: FROM:

PROJECT TITLE AND LOCATION

CONTRACT NO.

ENCLOSURES RETURNED (List by Item No.)

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

(Read instructions on the reverse side prior to initiating this form)

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

TRANSMITTAL NO.

NAME, TITLE AND SIGNATURE OF APPROVING AUTHORITY DATE

SECTION II - APPROVAL ACTION

ITEM

NO.

a.

DESCRIPTION OF ITEM SUBMITTED

(Type size, model number/etc.)

b.

MFG OR CONTR.

CAT., CURVE

DRAWING OR

BROCHURE NO.

(See instruction no. 8) c.

NO.

OF

COPIES

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SPEC.

PARA. NO.

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SHEET NO.

f.

FOR

CONTRACTOR

USE CODE

g.

VARIATION

(See instruction No. 6) h.

FOR

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USE

CODE

i.

NAME AND SIGNATURE OF CONTRACTOR

ENG FORM 4025-R, MAR 95 (Proponent: CEMP-CE)EDITION OF SEP 93 IS OBSOLETE.(ER 415-1-10)

CHECK ONE: THIS TRANSMITTAL IS

FOR FIO GOV'T. APPROVAL

INSTRUCTIONS

1. Section I will be initiated by the Contractor in the required number of copies.

2. Each transmittal shall be numbered consecutively in the space provided for "Transmittal No.". This number, in addition to the contract number, will form a serial number for identifying each submittal. For new submittals or resubmittals mark the appropriate box; on resubmittals, insert transmittal number of last submission as well as the new submittal number.

3. The "Item No." will be the same "Item No." as indicated on ENG FORM 4288-R for each entry on this form.

4. Submittals requiring expeditious handling will be submitted on a separate form.

5. Separate transmittal form will be used for submittals under separate sections of the specifications.

6. A check shall be placed in the "Variation" column when a submittal is not in accordance with the plans and specifications--also, a written statement to that effect shall be included in the space provided for "Remarks".

7. Form is self-transmittal, letter of transmittal is not required.

8. When a sample of material or Manufacturer's Certificate of Compliance is transmitted, indicate "Sample" or "Certificate" in column c, Section I.

9. U.S. Army Corps of Engineers approving authority will assign action codes as indicated below in space provided in Section I, column i to each item submitted. In addition they will ensure enclosures are indicated and attached to the form prior to return to the contractor. The Contractor will assign action codes as indicated below in Section I, column g, to each item submitted.

THE FOLLOWING ACTION CODES ARE GIVEN TO ITEMS SUBMITTED

A -- Approved as submitted.

B -- Approved, except as noted on drawings.

C -- Approved, except as noted on drawings.

Refer to attached sheet resubmission required.

D -- Will be returned by separate correspondence.

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract plans and specifications.

(Reverse of ENG Form 4025-R)

E -- Disapproved (See attached).

F -- Receipt acknowledged.

FX -- Receipt acknowledged, does not comply as noted with contract requirements.

G -- Other (Specify)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.4 REGULATORY REQUIREMENTS

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

1.5.2 Personnel Duties

1.5.2.1 Site Safety and Health Officer (SSHO)/Superintendent

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

1.5.3.2 Safety Meetings

1.6 ACCIDENT PREVENTION PLAN (APP)

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

1.8 DISPLAY OF SAFETY INFORMATION

1.9 SITE SAFETY REFERENCE MATERIALS

1.10 EMERGENCY MEDICAL TREATMENT

1.11 REPORTS

1.11.1 Accident Reports

1.11.2 Accident Notification

1.11.3 Monthly Exposure Reports

1.12 EXCAVATIONS

1.12.1 Shoring Systems

1.12.2 Machinery and Mechanized Equipment Inspections

PART 2 PRODUCTS

2.1 PORTABLE EXTENSION CORDS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 35 29 Page 1

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2005; TIA 2005) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2003) Safety -- Safety and Health Requirements

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1926 Safety and Health Regulations for Construction

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01330 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G, DO

Activity Hazard Analysis (AHA); G, DO

SD-06 Test Reports

Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

Accident Reports

Monthly Exposure Reports

Regulatory Citations and Violations

SECTION 01 35 29 Page 2

1.3 DEFINITIONS

a. High Visibility Accident. Any mishap which may generate publicity and/or high visibility.

b. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even though provided by a physician or registered personnel.

c. Operating Envelope. The area surrounding any crane. Inside this "envelope" is the crane, the operator, riggers and crane walkers, rigging gear between the hook and the load, the load and the crane's supporting structure (ground, rail, etc.).

d. Recordable Injuries or Illnesses.