W912PM-15-R-0001-0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation hereby amended to:

1. Change the period of performance duration from 180 days to 365 days for completion of w ork. The new period of performance is 23 March 2015 through 22 March 2016.

2. Extend the date and time for proposal submissions from 22 January 2015 at 2:00PM EST to 5 February 2015 at 2:00PM EST.

3. See the Technical Summary of Changes

4. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 18

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

16C. DATE SIGNED

BY 23-Dec-2014

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 W912PM-15-R-0001

X 9B. DATED (SEE ITEM 11)

04-Dec-2014

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 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

23-Dec-2014

CODE

U S ARMY CORPS OF ENGINEERS

69 DARLINGTON AVE. ATTN: KARRI MARES

WILMINGTON NC 28403

W912PM 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912PM-15-R-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 22-Jan-2015 02:00 PM to 05-Feb-

2015 02:00 PM.

DELIVERIES AND PERFORMANCE

The following Delivery Schedule item for SUBCLIN 0001AA has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214 FOB: Destination

W912PM

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0001AB has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0001AC has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0001AD has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AA has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AB has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AC has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AD has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AE has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AF has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AG has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AH has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AJ has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AK has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AL has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AM has been changed from:

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AN has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0002AP has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0003AA has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0003AB has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0003AC has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0003AD has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0003AE has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0003AF has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0003AG has been changed from:

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0003AH has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0003AJ has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0003AK has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0003AL has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0003AM has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0004AA has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0004AB has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0004AC has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0004AD has been changed from:

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0004AE has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0004AF has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

The following Delivery Schedule item for SUBCLIN 0004AG has been changed from:

POP 13-FEB-2015 TO

12-AUG-2015

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

POP 23-MAR-2015 TO

22-MAR-2016

N/A PHILPOTT POWERHOUSE

NICHOLAS WILSON

810 DAM SPILLWAY ROAD

BASSETT VA 24055-8617

434-738-6633 X214

Amendment 0003

Technical Summary of Changes

01 10 10 – CONTRACTOR’S OPERATIONS AND REQUIREMENTS

Delete existing SECTION Pages 1 thru 15 in their entirety and replace with revised enclosed like-numbered Pages.

NOTE:

Text that is added or revised by this amendment is identified with and/or printed in bold AND identified with ***Amendment 0003***(beginning and ending of revision/addition).

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.

-- End of Summary of Changes- -

Encls As Stated

Switchgear Relocation, Governor Upgrade & W912PM-15-R-0001 AVR Upgrade, Philpott Reservoir Project

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 - GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 SCHEDULE FOR CONSTRUCTION

1.5 COORDINATION MEETINGS

1.6 CONTRACTOR EMPLOYEES

1.7 PROJECT SIGN

1.8 PROJECT SAFE CLEARANCE PROCEDURE

1.9 ACCESS AGREEMENTS AND WORK AREAS

1.9.1 Access Agreements

1.9.2 Work Areas

1.9.3 Employee Access and Parking

1.9.4 Public Access

1.10 PROJECT SECURITY

1.10.1 Project Security Procedures

1.10.2 Contractor's General Personnel

1.10.3 Use of Private Vehicles

1.11 PAGERS

1.12 DECK ACCESS RESTRICTIONS

1.13 NOISE CONTROL

1.13.1 General

1.14 UTILITIES

1.14.1 Sanitary Facilities

1.14.2 General

1.14.3 Electrical Power

1.14.3.1 Temporary Electrical Wiring

1.14.4 Telephone

1.14.5 Water

1.15 GAS, VAPOR, FUME, DUST, AND MIST CONTROL IN POWERHOUSE

1.15.1 General

1.15.2 Additional Provisions

1.16 PROTECTION OF EXISTING UTILITIES

1.17 DISPOSITION OF MATERIALS

1.17.1 General

1.17.2 Daily Cleanup and Disposal

1.17.3 Disposal and Salvage of Equipment and Miscellaneous Materials

1.17.4 Lead Based Paint

1.18 CONTRACTOR'S EQUIPMENT

1.18.1 Contractor's Planned Equipment Methods

1.18.2 Plant and Equipment List

1.18.3 Loading Diagram

1.18.4 Movement of Equipment by the Contractor

1.19 CONTRACTOR USE OF GOVERNMENT CRANES

1.20 CRANES AND HEAVY EQUIPMENT

1.20.1 Contractor Crane Safety

1.20.2 Contractor Crane Testing

1.20.3 Contractor's Cranes and Heavy Equipment

1.21 INCLEMENT WEATHER CONSTRUCTION

SECTION 01 10 10 Page 1 (Revised by Amendment No. 0002)

1.22 PERMITS AND RESPONSIBILITIES

1.23 RESTORATION OF PROJECT ROADS

1.24 USE OF EXPLOSIVES

1.25 SAFE CLEARANCE PROCEDURE

1.26 NOTIFICATION OF UNIT OUTAGE

1.27 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

1.28 PROTECTION OF MATERIAL AND WORK

1.29 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.30 CARE OF DRAINS

1.31 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.32 SCAFFOLDING

PART 2 - PRODUCTS - NOT USED

PART 3 - EXECUTION - NOT USED

ATTACHMENT:

Attachment 1 - Project Sign

-- End of Section Table of Contents --

SECTION 01 10 10 Page 2

SECTION 01 10 10

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 - GENERAL

1.1 DESCRIPTION OF WORK

This section covers general requirements applicable to specific Contractor's operations or equipment for work performed on-site at the Philpott Lake Dam project.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual

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

29 CFR 1910.1000 Air Contaminants

29 CFR 1910.94 Ventilation

29 CFR 1910.95 Occupational Noise Exposure

29 CFR 1926.52 Safety and Health Regulations for Construction

29 CFR 1926.55 Gases, Vapors, Fumes, Dusts, and Mists

29 CFR 1926.57 Ventilation

29 CFR 1926.101 Hearing Protection

1.3 SUBMITTALS

Government review and approval is required for submittals listed below for this SECTION and shall be furnished in accordance with SECTION 01 33 00.

SD-01 Preconstruction Submittals

Schedule for Construction

Access Agreements and Work Areas; G

Project Security Procedures; G

Temporary Electrical Wiring Plan; G

Gas, Vapor, Fume, Dust and Mist Control

SECTION 01 10 10 Page 3

Disposal Plan

Contractor's Planned Equipment Methods; G loading plan for cranes and heavy equipment

Plant and Equipment List; G

Loading Diagram; G

Scaffolding; G

***AMENDMENT 0003***

1.4 SCHEDULE FOR CONSTRUCTION

In accordance with SECTION 01 32 01.00 10 PROJECT SCHEDULE, the Contractor shall submit a detailed schedule for accomplishing the work in this contract. The schedule will not be used by the Government to select a Contractor; rather it will be used to insure that the Contractor is capable of accomplishing the necessary work in the allotted time periods. The schedule shall be consistent with the requirements as specified in Contract Clause 52.236-15, SCHEDULES FOR CONSTRUCTION CONTRACTS.

***AMENDMENT 0003***

1.5 COORDINATION MEETINGS

Weekly coordination meetings will be held between the Contractor and the Government. This meeting will be used to discuss the Contractor's proposed schedule, actual progress in the last week and work planned in the upcoming two weeks. The Contractor shall make particular note of any work requiring Project support or potential impacts to Project operations or maintenance.

A meeting time and place shall be mutually agreed upon. The Contractor shall distribute the coordination meeting notes with changes to the Government no later than the close of business the workday following the weekly meeting.

1.6 CONTRACTOR EMPLOYEES

The Contractor shall insure that all employees are capable of demonstrating adequate knowledge of tools, supplies, equipment and techniques necessary to competently perform the work. The Government may require the Contractor to discontinue using any employee in the performance of the work specified in this contract determined by the Government to be unsatisfactory.

Contractor employees will not be permitted to bring guests, family members or non-employees to the job site at any time.

1.7 PROJECT SIGN

One project sign shall be fabricated, erected, and painted in accordance with the details shown in Attachment 1 of this section.

The Contractor shall furnish and install one (1) project sign, at the location designated by the Contracting Officer. The sign shall be erected within 5 calendar days after commencement of work.

Legend and logo for the construction project sign shall be as shown on Attachment 1 - Project Sign. No direct payment will be made for the project.

SECTION 01 10 10 Page 4

1.8 PROJECT SAFE CLEARANCE PROCEDURE

A safe clearance system is used by Project Personnel to insure continuity of service and safety to personnel and equipment. Any work, service or delivery performed which requires taking project operating equipment out of service will be done only after a formal clearance is obtained through the Contracting Officer or his/her designated representative. Clearance shall not be violated by Contractor personnel. Any violation of Safe Clearance Procedures will be grounds for requesting the removal of the offender(s) from the project.

All contractor personnel working under a safe clearance which includes all subcontractor employees must attend the South Atlantic Divisions Hazardous Energy Control Plan training session before signing on any clearance. The training session shall be instructed by the Government after the Contractor mobilizes. The training consists of an one hour course and a mandatory test.

1.9 ACCESS AGREEMENTS AND WORK AREAS

1.9.1 Access Agreements

Access Roads to and from the work site shall be submitted after the Contractor, the Contract Officer's Representative and the Project's Representative have coordinated and determined the most advantageous access to, and staging of, the Contractor's assets deployed to the work site. The existing access roadway and any associated access roads on the project, shall not be closed as a result of construction or delivery activities associated with this contract unless previously coordinated and approved by the Government. Traffic delays will only be permitted in accordance with the provisions of this section. In accordance with SECTION 00 70 00, Contract Clause 52.236-13, ACCIDENT PREVENTION (NOV 1991) - ALTERNATE 1 (NOV 1991) and the referenced EM 385-1-1, when necessary for equipment to operate on or to cross access roads, arterial roads or highways, flaggers, signs, lights, and/or other necessary safeguards shall be furnished to safely control and direct the flow of traffic. When necessary to operate on or to cross existing highways or roads, all necessary permits shall be obtained from the appropriate private or public authority. Spillage on the project roads and state or county roads will not be permitted, and the spillage shall be immediately cleaned up at the expense of the Contractor. No cleated or crawler-type equipment shall be operated on paved surfaces. Damage to all roads caused by the Contractor's operations shall be repaired to preexisting conditions at the expense of the Contractor. The right-of-way for the work (or delivery site) and access thereto will be furnished as stated in this paragraph subject to mutual agreement between the Contractor and the Government concerning the specific route the Contractor is to use. Such mutual agreement must be reached prior to initiation, construction or delivery.

1.9.2 Work Areas

Drawings showing the layout of the area proposed for use shall be submitted for review and approval and comply with Contract Clause 52.236-10 "Operations And Storage Areas". The drawing(s) shall show the location of the principal components: offices, access roads, parking, storage facilities and disposal areas, which the Contractor proposes to construct within the designated limits. Only Contractor and subcontractor parts trailers and lunch trailers may be allowed in the Contractor work areas and these shall be subject to COR and Project approval. All contractor and

SECTION 01 10 10 Page 5 subcontractor trailers shall be required to be adequately physically anchored to prevent overturning due to high winds. Should additional working space or lands within the Government right-of-way be required for material yards, job offices, or other purposes they can be obtained through agreement with the Government approved in writing. When directed at any time during the progress of the work when space is needed within the right-of-way for other purposes, any part of the grounds that have been in use shall be promptly vacated and cleaned up. However, it is not the intent to require the Contractor's plant or material to be removed from an area while such plant, material, or area is still being actively used. The project staff will brief the Contractor on security procedures. Any such procedures will not be the basis for claims for additional money or time.

The project areas off limits to Contractor personnel will also be designated. Salespersons or personnel seeking employment will not be permitted inside the project security fences without prior Government approval.

1.9.3 Employee Access and Parking

The Contractor's employee private vehicle parking areas shall be restricted to the area as agreed upon before construction or delivery. The Contractor shall keep the parking areas free of litter and debris. An adequate number and size of trash receptacles shall be placed in the parking areas and emptied, as necessary to avoid overflowing. Trash receptacles shall be adequately secured to provide protection from the wind.

1.9.4 Public Access

The public shall not have access to the work area.

1.10 PROJECT SECURITY

1.10.1 Project Security Procedures

After dusk the security gates are locked and unmanned. A procedure shall be submitted for approval for identification and control of employees entering or leaving the project during the hours of closure. Arrangement and scheduling of working hours and crews shall be coordinated with the Project Staff. The working hours of the Project Staff are Mondays through Fridays from 7:00 a.m. until 3:30 p.m. Working hours that extend past 3:30 p.m. weekdays, or on weekends and holidays, shall be coordinated with the Contracting Officer or his/her designated representative for approval by the Project Staff. The Contractor shall submit the intended on-site working hours and identify any employees working in any capacity in accordance with subparagraph "Contractor's General Personnel" and Section 01 10 00.10 38 paragraph "SECURITY REQUIREMENTS".

The security of the Contractor's property and items furnished under this contract, until the Government accepts items, are the Contractor's responsibility whether stored inside or outside. All Contractor personnel, subcontractor personnel, suppliers, etc. shall comply with the project security policies. Salespersons or personnel seeking employment will not be permitted inside the Project. Signs may be erected outside the project containing instructions for personnel seeking the Contractor. The content and location of the signs shall be approved by the Contracting Officer or his/her designated representative prior to erection. Posts or other means of support, if required, shall be furnished by the Contractor and removed when the contract is completed. Any open post holes shall be suitably

SECTION 01 10 10 Page 6 backfilled prior to the end of the shift that posts are removed and any other damage shall be repaired to preconstruction conditions.

1.10.2 Contractor's General Personnel

The Contractor shall prepare, and revise whenever organizational changes occur in a project organizational chart. The Contractor shall maintain a complete organizational chart of all positions that will be working on the project. All personnel employed by the Contractor shall be fully qualified in their respective fields to render the services necessary.

1.10.3 Use of Private Vehicles

Private vehicles of the Contractor and his employees shall enter and leave the project as directed. Parking shall be restricted to approved areas. All Contractor employee vehicles shall have Government Furnished Project Parking Tags displayed at all times while the vehicles are on the project.

The Contractor shall obtain the parking tags from the Project Administration Officer. The Contractor shall be responsible for obtaining Parking Tags for each vehicle prior to the vehicle's arrival on site. All prescribed identification shall immediately be delivered to the Government for cancellation upon permanent removal of the vehicle from the project.

1.11 PAGERS

All contractor employees who perform work on-site at Philpott Powerhouse shall wear a pager that is fully compatible with the Project's message/transmitting and programming system. This is a mandatory safety requirement that allows emergency notification of all persons within the Powerhouse and other work areas. No contractor employee will be allowed to work on-Project without wearing a pager unless specifically so permitted by the Contracting Officer or his/her designated representative. In the event of fire or other danger, the Control Room will notify all personnel by pager. The contractor shall provide pager units for all employees. The Project will program all pagers before site work begins. At the end of the onsite work, the pagers will become the property of the Government. If the pager receivers are lost, not operable, or substantially damaged through use, the contractor will, at the Government's discretion, repair or replace the units at the contractor's cost.

1.12 DECK ACCESS RESTRICTIONS

Operational areas of the deck gantry crane shall not be blocked at any time. With prior coordination and approval, the deck gantry crane may be blocked for a period no longer than 4 hours. One lane of traffic must be left open at all times.

1.13 NOISE CONTROL

1.13.1 General

Noise control and noise levels shall conform to requirements set forth in the appropriate regulations, including EM 385-1-1, Section 05.C, 29 CFR 1910.95, 29 CFR 1926.52 and 29 CFR 1926.101. The most conservative requirement shall govern.

SECTION 01 10 10 Page 7

1.14 UTILITIES

1.14.1 Sanitary Facilities

Use of the project restroom by Contractor personnel will be permitted so long as as they leave them clean.

1.14.2 General

The Contractor shall furnish utilities required for the performance of work under this contract, except Government-furnished electrical power, water, and compressed air as described below.

1.14.3 Electrical Power

The Contractor shall be allowed to use existing 120V electrical outlets.

Contractor shall take special care not to overload receptacle circuits.

Contractor shall be responsible for all accessories, such as extension cords, adapters, and raceways for road crossings. Extension cords shall not be allowed to cross crane rails

1.14.3.1 Temporary Electrical Wiring

The Contractor shall submit a Temporary Electrical Wiring Plan for temporary electrical wiring. All temporary electrical wiring shall be installed as specified below and as approved. All temporary electrical wiring shall be removed prior to completion of the contract. The following requirements for temporary electrical wiring supplement Section 11 of

EM 385-1-1:

a. Single conductor wires such as Types WP, R, RH, T, and TW shall not be installed unprotected along the ground or walkways or within reach of persons on ground or walkways. These wires shall either be protected by conduit (except Type WP) or be supported by insulators beyond the reach of persons. These wire types are not acceptable for festoon lighting and shall not be used with insulation piercing sockets. For festoon lighting the use of 2 conductor No. 12 neoprene brewery cord is acceptable provided that where the cord is suspended, the use of wedge type strain clamps, such as "Reliable" Type PR is used to take the strain.

b. Type S, SO, or ST ("Tirex") shall be used where cords are subject to extreme conditions such as rocky ground, vehicle traffic, frequent moves along the ground, and frequent exposure to moisture.

Nonmetallic-sheathed cable and service entrance cable shall not be used as portable cord run along the ground or suspended in the air. When exposed they shall be run against and fastened to continuous protective surfaces.

c. Only nonmetallic supports shall be used for installation of temporary electrical wiring; the use of baling wire and other like materials is prohibited.

d. Type NM (indoor) nonmetallic-sheathed cable shall not be exposed to moisture. For outdoor installation Type NMC or service cable shall be used and boxes used therewith shall be made of insulating material.

Cabinets or cutout boxes installed where exposed to moisture shall either be rain tight or shall be protected from moisture.

SECTION 01 10 10 Page 8

e. Boxes and cabinets shall not have wires and cables passing through sharp edged holes. Individual wires shall enter boxes in conduit or through holes bushed with insulation material. Cables shall enter boxes through bushings or box connectors.

f. All metal which encloses live electrical conductors shall be grounded with the exception of isolated fixed boxes in dry locations and so placed that persons cannot touch the box and simultaneously touch or be standing on the ground, concrete or a grounded metal surface. The term "enclosure" includes safety switch and motor started boxes, panel board enclosures, switch and outlet boxes, and the frames of portable power tools. Metal stands for portable floodlights also shall be grounded. Water pipe or existing cable grounds shall be used whenever possible. All "made" grounds such as rods or pipes driven into the ground will provide a maximum ground resistance of 25 ohms or less. Ground wires connections shall utilize clamps or lugs so as to provide a mechanically sound, low resistance connection. Ground wires shall be of the size specified by the National Electric Code (NEC) and shall be run or protected to avoid injury. If subject to flexing or vibration, the ground wire shall be stranded.

g. Grounding of portable electrical equipment including floodlight stands shall be accomplished by means of an extra conductor within the cord and an additional contact on the receptacle plug so arranged that the circuit and ground conductors cannot be interchanged. The neutral conductor shall not be used as the ground conductor. Mechanical protection and stranding of the ground conductor shall be equal to that of the circuit conductors. If a Contractor's portable equipment has plug caps that will not match receptacles equipped with a grounding connection, he shall replace the cord and plug to the proper type and permanently connect ground wire to equipment case.

h. Ground wires in portable cords shall always be identified by a green color and neutral conductors shall be white or gray. Special care shall be exercised in making up portable cords to be sure that the circuit and ground conductors are not interchanged.

i. The frames of all portable engine generator plants shall be grounded. This will usually entail a driven ground adjacent to the machine. The neutral wire of plants having an output voltage of 115/230 volts three wire also shall be grounded. All ungrounded conductors shall be protected by fuses of circuit breakers of no higher ampere ratings than allowed by the NEC.

j. The Contractor shall provide and maintain on the site a suitable ground testing device in use and authorized quality control personnel shall perform tests initially and subsequently whenever temporary wiring is altered to assure the adequacy of "man made grounds."

k. Welding machine leads shall be kept free of bare spots and splices shall be made using standard insulating splicing devices made for the purpose.

l. Every motor shall have a disconnecting means in sight of the controller location or arranged to be locked in the open position.

m. Only qualified journeymen electricians shall perform work on all temporary electrical wiring.

SECTION 01 10 10 Page 9

n. All concrete sawing and coring equipment shall be suitably grounded.

o. The Contractor shall use GFCI protected receptacles for providing power for his workers. This requirement shall only be waived where electrical equipment can not be operated with the GFCI receptacle and only after COR authorization. The COR shall provide this authorization for temporary use of non-GFCI receptacles only after he determines that no personnel shall be endangered by this temporary waiver.

1.14.4 Telephone

Telephone will not be available for Contractor use.

1.14.5 Water

All reasonable amounts of water for domestic use (not for concrete curing or construction purposes) will be made available from existing outlets and supplies. No charge will be made for the water.

1.15 GAS, VAPOR, FUME, DUST, AND MIST CONTROL IN POWERHOUSE

1.15.1 General

Necessary measures shall be taken to effect maximum control of gases, vapors, fumes, dusts, and mists created by Contractor operations under this contract. To the maximum extent possible, dust and dirt shall be removed by vacuum cleaning, unless otherwise approved. Prior to commencement of such operations, a written plan of the proposed Gas, Vapor, Fume, Dust and Mist Control Program shall be submitted to the COR for approval. The required control program shall include the following:

a. Provision of exhaust ducts which shall discharge outside the powerhouse structure where mechanical ventilation is used. Ventilation systems shall comply with requirements of 29 CFR 1910.94 and

29 CFR 1926.57.

b. Controlled operation of power-driven tools.

c. Furnishing and removing of approved dust preventatives in areas which cannot be properly rendered free from excessive dusting by vacuum cleaning or other methods.

d. Vacuum cleaning (or other acceptable method) of spaces within the powerhouse where dust accumulates.

e. Only air, electrical, propane, or battery-driven equipment may be used inside the powerhouse.

f. The powerhouse is pressurized to prevent dust infiltration from the outside. All doors shall be kept closed when not being used.

g. Methods to prevent exposure of employees to inhalation, ingestion, skin absorption, or contact with any material or substance at concentrations above those specified in 29 CFR 1910.1000, 29 CFR 1926.55 and 29 CFR 1926.57.

1.15.2 Additional Provisions

Ventilation systems shall not interfere with traffic inside or outside the

SECTION 01 10 10 Page 10

Powerhouse. Depending upon the Contractor's plant and equipment and methods of operation, additional provisions for satisfactory gas, vapor, fumes, dust, and mist control will be required and shall be included in the proposed Gas, Vapor, Fume, Dust, and Mist Control Program. Decisions of the Government as to the adequacy and extent of the Gas, Vapor, Fume, Dust and Mist Control Program and prosecution of the work shall be final. The gas, vapor, fume, dust, and mist control in the powerhouse shall be considered as incidental to the work and no separate payment will be made therefore.

1.16 PROTECTION OF EXISTING UTILITIES

The existing utilities shall be protected in accordance with SECTION 00 70 00, Contract Clause 52.236-9, PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS. Repairs shall be made immediately and at Contractor's expense for any damage caused by the Contractor.

1.17 DISPOSITION OF MATERIALS

1.17.1 General

The location of the Contractor's off site disposal area and a plan for safe disposal of material shall be submitted in the Disposal Plan. All demolished material and miscellaneous materials shall be disposed of off-site in conjunction with SECTION 01 57 20 and in accordance with all local, State, and Federal rules and regulations.

1.17.2 Daily Cleanup and Disposal

Work areas shall be kept reasonably neat on a daily basis. All debris resulting from the work, such as waste metalwork, packing cases, scrap lumber, oil and grease spills, and other debris shall be collected, removed, and disposed of off-site at least once per week. The Government's trash cans, dump boxes and other containers shall not be used. Liquid waste shall not be disposed of in Project drains. All costs of removing debris shall be incidental to the work, and, therefore, no separate payment shall be made.

1.17.3 Disposal and Salvage of Equipment and Miscellaneous Materials

Title to all materials and equipment to be disposed of, excepting materials salvaged for the Government will be vested in the Contractor when beginning disassembly work or when such materials and equipment are designated as scrap. The Government will not be responsible for the condition, loss or damage to such property after title transfer. The Contractor may retain these items in usable form and take possession of them providing that there is no subsequent cost or inconvenience to the Government. The Government does not guarantee that these items are complete or in working order and the Contractor shall assume responsibility for any damages caused by their use immediately upon taking possession of them.

1.17.4 Lead Based Paint

Lead Paint may exist at the Philpott dam, however removal is considered to be incidental to other work under this contract. In the case Lead Paint is to be removed from equipment that will either be sawed or torch cut, the paint shall be removed from the immediate area with a chemical paint striping compound and contained for proper disposal. The Contractor shall

SECTION 01 10 10 Page 11 take care to minimize the amount of hazardous waste generated. Only local areas subject to cutting must have the lead based paint removed prior to cutting. Paint strippers shall not be allowed to be used below the water surface or come in contact with water. Rags used to remove paint may be disposed with the project's hazardous waste stream. Generated waste shall be placed into approved DOT drums (1A1/1A2). The Project Environmental Compliance Coordinator shall be notified when drums are full and ready for disposal. The Contractor is responsible for following all OSHA and EM 385-1-1 standards, as well as all State and Local ordinances pertaining to the proper removal, handling, and disposal of hazardous waste. Chemical paint strippers shall contain no methylene chloride.

1.18 CONTRACTOR'S EQUIPMENT

1.18.1 Contractor's Planned Equipment Methods

The proposed methods of transportation and operation of cranes and other heavy equipment shall be submitted by the Contractor to the Government and approved by the Government before commencement of those operations.

Submittals shall include the type, size, and loadings of equipment, and the proposed transportation routes and work areas to be used on the project.

Operation of heavy equipment adjacent to existing structures shall be avoided when possible. Testing requirements and operation of cranes and other heavy equipment shall be in accordance with EM 385-1-1. All cranes, rigging, lifts, operators, and other necessary means to move equipment or items shall be Contractor-furnished and shall comply with EM 385-1-1.

1.18.2 Plant and Equipment List

A complete list of all plant and equipment, exclusive of shop equipment, to be used on the project within 7 days prior to commencing site operations.

An up to date plant and equipment list shall be submitted with the end of the month request for payment, throughout the life of the contract. The lists shall include rented equipment as well as lease purchase or sale leaseback equipment. The initial list and the revised monthly lists shall indicate dates equipment is assigned to or removed from the project, dates deadlined for repairs and returned for use, and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.18.3 Loading Diagram

A loading diagram and deck protection shall be submitted for approval prior to using any cranes and equipment over 35 tons capacity. Prior coordination with the COR is required for any vehicles in excess of this capacity.

Prior Government coordination and approval for such loads shall be obtained before proceeding. A loading diagram may need to be submitted for review and approval showing the wheel loads and wheel spacing.

1.18.4 Movement of Equipment by the Contractor

All cranes, rigging, lifts, operators, and other necessary means to move equipment or items shall be Contractor-furnished as required to pursue and complete the work. Prior coordination with the COR is required for any vehicles in excess of this capacity. Prior Government coordination and approval for such loads shall be obtained before proceeding. A loading diagram may need to be submitted for review and approval showing the wheel loads and wheel spacing.

SECTION 01 10 10 Page 12

1.19 CONTRACTOR USE OF GOVERNMENT CRANES

The Contractor will not be allowed to operate Government cranes. Lifts requiring a crane in the powerhouse shall be coordinated through the COR for use and shall be operated by the Government and using Government riggers and rigging.

1.20 CRANES AND HEAVY EQUIPMENT

1.20.1 Contractor Crane Safety

Contractor's cranes and equipment furnished for this work shall conform with all applicable OSHA requirements and referenced EM 385-1-1 in SECTION 00700, clause 52.236-13, ACCIDENT PREVENTION - ALTERNATE I. Contractor shall submit a lifting diagram addressing such issues as lift, trim, maximum load, maximum wind speed, lifting radius and all other applicable information required by EM 385-1-1 and OSHA. The lifting diagram shall be submitted 30-days prior to site work.

1.20.2 Contractor Crane Testing

All Contractor cranes shall be tested in accordance with EM 385-1-1 prior to use on the project and the tests shall be witnessed by the COR.

Forty-eight hours notice of the test, excluding weekends and federal holidays, shall be given by the Contractor.

1.20.3 Contractor's Cranes and Heavy Equipment

The planned method of transportation and operation of Contractor provided cranes and other heavy equipment to be used in the performance of this contract shall be submitted for government approval and coordinated with the COR. This loading plan for cranes and heavy equipment shall include the type, size, loading, and placement of outriggers of all cranes or heavy equipment and the proposed transportation routes and work areas to be used on the project. Operation of heavy equipment adjacent to existing structures shall be avoided when possible.

1.21 INCLEMENT WEATHER CONSTRUCTION

The Contractor's schedule shall reflect adverse weather days in all weather dependent activities as defined in Contract Clause 52.236-4, PHYSICAL DATA. The Contractor will be expected to protect work areas from inclement weather and precipitation so that no delays in the prosecution of critical work items occur. Also, no time extensions will be authorized for materials, work in place, or equipment damaged due to negligence during periods of inclement weather.

1.22 PERMITS AND RESPONSIBILITIES

It will be the responsibility of the Contractor to obtain all permits/licenses required for this project as required under Contract Clause 52.236-7, PERMITS AND RESPONSIBILITIES (NOV 1991).

1.23 RESTORATION OF PROJECT ROADS

Project roads used for construction access will be evaluated and restored to their original condition by the Contractor as required.

SECTION 01 10 10 Page 13

1.24 USE OF EXPLOSIVES

The use of explosives will not be permitted.

1.25 SAFE CLEARANCE PROCEDURE

Safe clearance procedure in EM 385-1-1 as practiced by the U.S. Army Corps of Engineers, Wilmington District will be Government-furnished to the Contractor. The Project will be responsible for providing instruction and training to personnel that have any involvement with electrical equipment or lines; mechanical equipment; pressure systems; and vessels and lines containing dangerous or hazardous material which can be energized, pressurized, activated, or released remotely or inadvertently. This requirement also applies to any interface of ongoing Project operations.

All work requiring a clearance under EM 385-1-1 shall be coordinated with the Government at least 24 hours in advance.