W912L715B0001_Amend_3.pdf

F7X3184260A001 PSXE032021

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

REASON FOR AMENDMENT: This amendment incorporates questions and answ ers 98-104, Revised answ er to questions 46 and 72, Draw ing to clarify Question 100, and Addendum 3 document. Bids are now due Dec 10,2014 at 2:00 P.M. EST

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 02-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 W912L7-15-B-0001

X 9B. DATED (SEE ITEM 11)

29-Oct-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 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-Dec-2014

CODE

134TH TN AIR NATIONAL GUARD

134 MSC CONTRACTING OFFICE - WAWF W912L7

240 BRISCOE DRIVE

LOUISVILLE TN 37777-6227

W912L7 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912L7-15-B-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 04-Dec-2014 02:00 PM to 10-Dec-2014 02:00 PM.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

QUESTION 98-104

98. Question: The specification 08110-Hollow Metal Doors & Frames calls for the Exterior Doors and non-fire-rated interior doors to be factory finished (2.3 A. 6. & 2.3 B. 4.), and the door schedule calls for field painting of all the hollow metal doors. Please clarify if factory finishing is required.

98. Answer: All Hollow Metal Doors and Frames to be factory primed for field painting as per A8.1 and Specification 08110, paragraph 2.2 A.8. Specification 08110, paragraph 2.3 A.6 and 2.3 B.4 to be deleted.

99. Question: Door opening 112A is shown as a pair on the floor plan, and a single on the door schedule. Should this opening be listed as a pair on the door schedule?

99. Answer: Yes

100. Question: Opening 107B has a remark in the door schedule that this is an existing door, frame and hardware.

The schedule lists new hardware set 17. Is this hardware new or existing? Is the door and frame new or existing?

100. Answer: Door 107 B is a new door and frame in new opening with hardware set 17. See attached sketch for new door location.

101. Question: Will glass size limitations of fire rated glass require mullion dividers in window types C & E?

101. Answer: Yes

102. Question: Concerning the Tower installation on Drawing IT1.1, Will the EMT conduit identified in the notes (4 inch, 2 inch and ¾ inch power) supporting the tower project be installed by the electrician under the electrical conduit installation?

102. Answer: This should be coordinated with the GC, not determined by the A/E

103. Question: Drawing IT1.1 Will Plenum Cable be required for the CAT6, TV and Intercom installation?

103. Answer: No plenum cable is required in this project

104. Question: Clarification to previous question #54: Section 15900 Can you provide the name of the Company that installed and services the existing building management system that we will be extending and tying into?

104. Answer: The existing system in the facility is the T.A.C. / Invensys with Quad City Controls as the POC. However the Government has two building management systems on base that are currently being utilized, Johnson Controls & T.A.C. / Invensys. System selected must meet all requirements per the performance specification.

“Question #46 Revised Response”

46. Question: 10/A5.2. What does the 5/8" sheathing attached to? Are there existing metal studs? Z purlins?

46. Answer: New 3-1/2” structural studs to be attached to 3” girts. Install the metal studs 16” on center, studs shall be 20 gauge. Outside face of metal studs align with outside face of existing girts.

“Question #72 Revised Response”

W912L7-15-B-0001

72. Question: The lockers in the men’s and women’s Locker Rooms, I do not see a gauge for the lockers. Do you have a specific gauge you had in mind? Is there a door configuration for lockers? Also, is there a specific manufacture you would like to use?

72. Answer:

Mens and Women’s locker room Door configuration as shown on A7.1 and Spec section 2.2

Flight Line configuration as shown on A1.1 to be changed from 25 three tier lockers to 38 two tier lockers.

Location to be verified in the field by COTR.

Specification Section 10500,

2.1 Manufacturers; add “Available Manufactures: Subject to compliance with requirements, manufacturers offering products which may be incorporated in the work include, but are not limited to, the following: Basis of Design; Republic Storage Systems, LLC Heavy Duty all solid locker

2.2 Locker Applications; change C 111 Flight Line to “two tier metal lockers, free standing with matching closed base.” And change c. Height to “lower locker 30 inches, upper locker 30 inches.”

Add the following:

“2.3 LOCKER ACCESSORIES:

A. Provide the following accessories, manufacturers standard units per individual locker.

1. Hooks: Double-prong wall hook.

2. Number Plates: Manufacturer's standard polished aluminum number plates 2 – 1/ 4 inch wide X 1 inch high, with black numbers not less than 3/ 8 inch high. Number lockers in sequence as directed by Contracting officer.

Attach plates to each locker door, near top, centered, with at least 2 fasteners of same finish as number plate.

3. Base: Provide Base Support Legs and cover plate at Base, continuous metal base used to raise lockers 6 inches above floor. Cut to required length.

B. Trim: Provide trim at jambs and head of recessed lockers, consisting of not less than 18-gage cold-rolled steel, 2" or 3" wide as necessary. Factory -finish trim to match lockers. Secure trim to lockers with concealed fastening clips.

C. Filler Panels: Provide filler panels where required or where shown, of not less than 18-gage steel sheet, factory-fabricated and finished to match locker units.

1. Vertical fillers

2. Top corner fillers

2.5 MATERIALS:

A. Sheet Steel: Mild cold-rolled and leveled steel, free from buckle, scale, and surface imperfections. 16 gauge top, bottom, side, front and center.

B. Fasteners: Cadmium, zinc, or nickel plated steel; exposed bolt heads, slotless type; self-locking nuts or locker washers for nuts on moving parts.

C. Equipment: Hooks of cadmium-plated or zinc-plated steel or cast”

(End of Summary of Changes)

CORRIDOR

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SCALE: 1/4" = 1'-0"BQ 100

1 Enlarged Plan - BQ 100

240 W. Bessemer Street Alcoa, Tennessee 37701

Phone: 865/980-3500 Fax: 865/980-3555

Addendum #3 Page 1of 2 \\134arw-mp-01\dfs\ERM\MSG\MSC\Active Files\27 - Contract Case Files Exceeding SAT--FY15--PA--VITAL RECORD\27-D Construction Contracts Over $2,000\Hangar 113\Tab A\A-14\Answer\Amend 3\Addendum #3.doc

ADDENDUM NO. 3

December 2, 2014

TO SPECIFICATIONS AND DRAWINGS FOR

MAINTAIN INTERIOR / EXTERIOR BUILDING 113

MCGHEE TYSON AIR NATIONAL GUARD BASE

PSXE032021

ITEM DESCRIPTION

1.

Contractors are advised that this project will not include full lead abatement. The existing exterior wall panels and roof are scheduled to be removed and disposed of in accordance with all local, state, and national disposal regulations with no abatement required. Lead remediation shall be limited to that required to achieve the structural strengthening described within the contract documents. As such Section 09970 Paragraph 2.2 shall be removed and replaced with the following:

2.2 MATERIALS

A. Deleted in its entirety.

B. Hangar Doors - Exterior

1. Surface Preparation: Prepare surface by removing all loose paint and create profile of 1.0 to 2.0 mils.

2. Prime Coat: Tnemec 66-Color HB Epoxoline at 2.0 to 3.0 mils DFT.

3. Intermediate Coat: Tnemec 73U-Orange Endura-Shield at 2.0 to

3.0 mil DFT.

4. Finish Coat: Tnemec 1079-Clear at 2.0 to 3.0 mils DFT making sure to cover entire 73U-orange area with no skips.

C. Concrete Towers - Exterior

1. Surface Preparation: Prepare surface to remove all existing paint.

2. Spalls and bugholes: Tnemec 218 MortarClad to fill imperfections.

3. Prime Coat: Tnemec 66-Color HB Epoxoline at 2.0 to 3.0 mils DFT.

4. Intermediate Coat: Tnemec 73U-Orange Endura-Shield at 2.0 to

3.0 mil DFT.

5. Finish Coat: Tnemec 1079-Clear at 2.0 to 3.0 mils DFT making sure to cover entire 73U-orange area with no skips.

D. Structural Steel Over Hangar Doors - Exterior

1. Prepare surface to remove all existing paint and create a 1.0 to 2.0 mil profile in accordance with ASTM D 6386.

2. Prime Coat: Tnemec 66-Color Tnemec-Fascure at 4.0 to 6.0 mils

DFT.

3. Finish Coat: Tnemec 1070-White Fluoronar at 2.0 to 3.0 mils DFT.

240 W. Bessemer Street Alcoa, Tennessee 37701

Phone: 865/980-3500 Fax: 865/980-3555

Addendum #3 Page 2of 2 \\134arw-mp-01\dfs\ERM\MSG\MSC\Active Files\27 - Contract Case Files Exceeding SAT--FY15--PA--VITAL RECORD\27-D Construction Contracts Over $2,000\Hangar 113\Tab A\A-14\Answer\Amend 3\Addendum #3.doc

ITEM DESCRIPTION

E. Orange Letters - Exterior

1. Surface Preparation: Prepare surface to remove all existing paint and create a 1.0 to 2.0 mil profile in accordance with ASTM D 6386.

2. Prime Coat: Tnemec 66-Color HB Epoxoline 2.0 to 3.0 mils DFT.

3. Intermediate Coat: Tnemec 73U-Orange Endura-Shield at 2.0 to

3.0 mil DFT.

4. Finish Coat: Tnemec 1079-Clear at 2.0 to 3.0 mils DFT making sure to cover entire 73U-orange area with no skips.

F. White Frame Behind Orange Letters - Exterior

1. Surface Preparation: Prepare surface to remove all existing paint and create a 1.0 to 2.0 mil profile in accordance with ASTM D 6386.

2. Prime Coat: Tnemec 66-Color HB Epoxoline 2.0 to 3.0 mils DFT.

3. Finish Coat: Tnemec 1070-White Fluoronar at 2.0 to 3.0 mils DFT.

G. Structural Steel - Interior

1. Surface Preparation: Prepare bare and rusted areas in accordance with SSPC SP-3 Power Tool Clean. All existing tightly adhering coatings to be clean and dry.

2. Spot Prime: Bare areas apply Tnemec 115-Color Unibond DF at

2.0 to 4.0 mils DFT.

3. First Coat: Tnemec 115-Color Unibond DF at 2.0 to 4.0 mils DFT.

4. Second Coat: Tnemec 115-Color Unibond DF at 2.0 to 4.0 mils

DFT.