W912DS-15-B-0005_AMENDMENT_0007.pdf

W16ROE50862969

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

The purpose of this amendment is to:

1) Revise but not reissue Draw ing A-501 and revise and reissue Draw ings C-104, A-301, M-701

2) Revise but not reissue Specifications section 08 36 13 Sectional Overhead Doors

3) Answ er bidders' questions for information purposes only. Responses do not revise the solicitation, plans or specifications.

All other terms and conditions remain unchanged.

NOTE: Bidder must acknow ledge receipt of this amendment by the date specif ied in the solicitation (or as amended) by the f ollow ing method: in the space provided on the SF 1442, by separate letter by signing block 15 below .

FAILURE TO ACKNOWLEDGE AMENDMENT BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THE LATE BID, LATE MODIFICATION OF BID, OR LATE WITHDRAWAL OF BID (FAR 14.304).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 04-Jun-2015

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 W912DS-15-B-0005

X 9B. DATED (SEE ITEM 11)

29-Apr-2015

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 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

04-Jun-2015

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 1843

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DS-15-B-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0007

FY15 Addition to Maintenance Training Facility McGuire JB MDL, NJ

Amendment 0005

AMENDMENT 0007 to DRAWINGS and SPECIFICATIONS for FY15 Addition to Maintenance Training Facility, New Jersey.

TO OFFORERS

The following changes shall be made to the drawings and specifications.

DRAWINGS

1. The following DRAWINGS have been REVISED but NOT REISSUED:

- Drawing A-501 – delete the note inadvertently included in amendment #2 in its entirety without replacement. Delete the referenced note from the drawing as well.

2. The following DRAWINGS have been REVISED and REISSUED:

- Drawing C-104

- Drawing A-301

- Drawing M-701

3. The following DRAWINGS have been ADDED:

- None

SPECIFICATIONS

1. The following SPECIFICATION SECTIONS have been ADDED and are provided in their entirety herein:

- None

2. The following SPECIFICATIONS SECTIONS have been DELETED in their entirety:

- None

3. The following SPECIFICATIONS SECTIONS have been REVISED and REISSUED:

- None

4. The following SPECIFICATIONS have been REVISED but NOT REISSUED:

- Section 08 36 13 – Sectional Overhead Doors – replace in their entirety paragraphs 2.4.1 and 2.4.1.1 respectively with the following: “Form door sections of hot-dipped galvanized steel not lighter than 20 gage on exterior face with longitudinal integral reinforcing ribs . Install sections not less than 2 inch in thickness. Meeting rails to have interlocking joints to ensure a weathertight closure and alignment for full width of the door. Provide sections of the height indicated or the manufacturer's standard. Do not exceed thick 24 inch height for intermediate sections. Bottom sections may be varied to suit door height. Do not exceed 30 inch height for bottom section.” AND “Insulate door sections with foamed-in-place polyurethane foam or other material providing an R-value of 16.4 or greater. Cover interior of door sections with steel sheets of not lighter than 28 gage to completely enclose the insulating material.”

BIDDER’S QUESTIONS AND GOVERNMENT REPLY Responses to bidder inquiries are provided "for information purposes only" and do not revise the solicitation, plans or specifications.

1. ADDENDUM # 2 page 6 drawing revision A-501 indicates add new note to provide bituminous damproofing @ foundation walls. While page 7 of addendum # 2 item 4 states delete from table of contents spec. 07 11 13 ( bit. Damproofing ) Please clarify are foundation walls to receive damproofing ? if YES please provide spec. Response: The note has been inadvertently included, it is hereby deleted from the drawing.

2. Drawing – c-104 indicates new pavement @ perimeter of new addition this does not reflect amount of paving required to be removed and replaced in order to accomplish soil exchange (5’ below bottom of footing per addendum #3 which is @ 5’ below finish floor requiring @ 10’ +- deep excavation ). Column footings extend 6’ beyond bldg footprint, add for 10 ‘ beyond the footings (per foundation note #5 drawing s-002) and for angle of repose (10’) the paving @ perimeter of addition would have to be removed and replaced 28’ to 30 ‘ beyond perimeter of addition ( not 5’ to 10’ as indicated on drawing c104.) Response:

Please see revised Drawing C-104. The final amount of pavement to replace is dependent on the contractors approach to the excavation.

3. The concrete subcontractors are planning to use excavated materials as suitable backfill for Foundation & Building Pad or is it the owners' intent to import the structural fill extending up to 10 feet outside exterior footings. Please advise. Response: The contractors may reuse the excavated material as backfill as long as it meets the requirements of the specifications for the purpose.

4. Addendum #0004 question no. 3 requested the name of the Controls Contractor who currently works at the base and the response was "controls currently being performed by the DPW staff, there is no building automation system contract". However, contract drawing M- 701 indicates connection to the existing Central Building Automation System (BAS), by Trane Tracker (BAC-NET) as the existing system. Is Trane Tracker System the existing BAS? Typically Trane Tracker is a proprietary system that can only be installed by Trane.

Kindly advise. Response: Please refer to revised notes on drawing M-701 regarding BAS connectivity.

5. After consulting with the manufacturer, the engineers cannot build a door to meet your specifications. Primarily, this is due to the weight of the product and Follow the roof pitch track is not available (due to size/weight). Please advise. Response: Please refer to the revised drawing A-301 for changes. The government has confirmed with several vendors, the revised sectional door track can be manufactured.

(End of Summary of Changes)