amendment0003.pdf

W81LJ821779809

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 W912PM-12-T-0026 is amended as follow s:

Delete the existing Scope Of Work dated June 7, 2012 in its entirety and replace it w ith the attached Scope of Work dated July 13, 2012. All revisions that deviate from the original are underlined and bolded.

The due date for proposals has been extended from July 18th to the new due date/time of Tuesday, July 24, 2012 at 2:00pm EDT.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

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

16C. DATE SIGNED

BY 13-Jul-2012

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-12-T-0026

X 9B. DATED (SEE ITEM 11)

03-Jul-2012

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

13-Jul-2012

CODE

USACE CONTRACTING, WILMINGTON DISTRICT

ATTN: BILL BONDURANT

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912PM-12-T-0026

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 18-Jul-2012 02:00 PM to 24-Jul-2012 02:00 PM.

The contractor period of performance end date has increased by 135 days from 45 days to 180 days.

DELIVERIES AND PERFORMANCE

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

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

45 dys. ADC ARMY CORPS OF ENGINEERS MOTSU

OFFICE

KEITH RANKER

6280 SUNNY POINT ROAD

SOUTHPORT NC 28461

(910) 617-1239 FOB: Destination

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

180 dys. ADC ARMY CORPS OF ENGINEERS MOTSU

OFFICE

KEITH RANKER

6280 SUNNY POINT ROAD

SOUTHPORT NC 28461

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

45 dys. ADC ARMY CORPS OF ENGINEERS MOTSU

OFFICE

KEITH RANKER

6280 SUNNY POINT ROAD

SOUTHPORT NC 28461

To:

180 dys. ADC ARMY CORPS OF ENGINEERS MOTSU

OFFICE

KEITH RANKER

6280 SUNNY POINT ROAD

SOUTHPORT NC 28461

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

SCOPE OF WORK

Demolition and Replacement of Building 20

June 7, 2012 (Revised 13 July 2012)

1. GENERAL DESCRIPTION: Provide all necessary labor, materials, and equipment to demolish and erected a pre-engineered building at the Military Ocean Terminal at Sunny Point (MOTSU). All work shall meet the requirements of the listed references below and the requirements of this statement of work.

2. REFERENCES:

2.1 All work shall meet (as a minimum) the following requirements as stated in the latest issue of the below listed documents:

a. Occupational Safety & Health Administration (OSHA) safety requirements

b. Electrical Requirements for Facilities on Military Ocean Terminal, Sunny Point (MOTSU), NC; 24 May 2012.

c. Corps of Engineers Safety and Health Manual EM385-1-1, 2010

3. DESIGN REQUIREMENTS:

a. Demolish and dispose of the existing pre-engineered building off post. The existing building is approximately 960 sqft.

b. The contractor shall determine if the existing foundation is adequate for the new building requirements. No as-builts are available.

c. Install a new code compliant pre-engineered general use building meeting the following requirements:

Building Design Loads and Criteria

Design Code: IBC 2009 International Building Code; Latest adopted Edition Wind speed: 135 mph Seismic Zone: Ss = 35, S1 = 11 Site Exposure: C Soil Profile: D Live Load: 20 psf Roof Snow Load: 10 psf Collateral Load: 3 psf

Framing System

960 sqft Butler Building System name brand or equal 20-ft wide x 48-ft long x 10’ eave height Clear span framing system Rigid end walls Roof Bracing Rods Corner Wind Posts Roof System Butler name brand or equal metal roof panels, 26 gage 1:12 pitch, double slope roof Galvalume name brand or equal finish 2-ft end wall gable overhang Matching gutters and downspouts Matching Trim, flashing and transitions MOTSU shall select the color

Color Finishes Walls - CMYK 0-14-27-28 or closest PEMB manufacturer's standard color, Roof, doors, gutters & downspouts, trim, structural steel - CMYK 70-80-100- 30 or closest PEMB manufacturer's standard color, Factory/manufacturer applied colors

Wall System 26 gage Butler name brand or equal wall panels Galvalume name brand or equal finish Matching trim, flashing and transitions MOTSU shall select the color Ventilation Two (2) Wall mounted louvers 10-ft ridge vent Manual Operation Windows Ten (10) Five (5) each 4-ft x 3-ft windows, horizontal slide Non-Opening Solar Bronze frame (MOTSU shall select the final color) Insulated Panes Overhead Door One (1) each 10-ft x 7-ft sectional overhead door External Personnel Door One (1) each 3-ft x 7-ft door 16 gage leafs 14 gage frames Mortise with lever Extra heavy duty closer Powder coated hinges 7-pin lock Kick plate MOTSU shall select the color

Canopy (Not required) One (1) each 3-ft x 5-ft canopy Aluminum roof panel Aluminum tube supports back to the building Integral perimeter gutter MOTSU shall select the final color

Concrete Ramp Install new concrete ramp at the overhead door Electrical New 100 amp panel board Six (6) each 4-ft T-8 type fluorescent light fixtures, two (2) tubes each

Eight (8) each new duplex 15 Amp receptacles Two (2) each LED type light fixtures, one (1) each located at the personnel and overhead door Contractor is only responsible for the electrical to main distribution panel and conduit to five (5) feet outside the building footprint. The installation electrical private utility will install the underground electrical to the main distribution panel.

The contractor shall make the final electrical connection.

4. ADDITIONAL REQUIREMENTS

4.1 The contractor shall obtain an approved digging permit prior to performing any digging on MOTSU. This permit shall be obtained from MOTSU Public Works.

4.2 At the completion of the project, the contractor shall inspect all work in the presence of the Contracting Officer Representative (COR) to show that it meets the requirements of this contract.

4.3 The contractor shall comply with the included Government Safety Requirements specification section 01 35 26.

5. PROJECT DURATION

5.1 The contractor shall be allowed forty-five (45) One-hundred and eighty (180) calendar days to fully complete the entire project after the Notice to Proceed (NTP) is issued.

For each day the contractor is delayed due to Governments actions, an equal number of days (rounded upwards to full eight hour days) shall be added to the contract performance period.

6. SECURITY, WASTE DISPOSAL AND CLEANUP

6.1 The worksite shall be kept clean of debris and waste. Cleanup shall be performed at the completion of each day’s work. The contractor shall not be allowed to store materials and supplies in the work area. The contractor shall dispose of debris off site at approved locations.

6.2 In the event that the Government requires access to this site for any reason, the contractor shall leave the area and shall remove all moveable construction/test/repair equipments.

7. Sketch showing approximate locations for the windows, O/H Door, Personnel Door, and Disconnect Panel. (This will be included as an attachment in the fbo.gov amendment announcement that announces this.)

(End of Summary of Changes)