Amendment_0003_to_W9124X-16-B-0001.pdf

F8F3CE6021A001 UCTL012047

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

Amendment 0003 to Solicitation W9124X-16-B-0001, Project UCTL 012047, Repair Operations Facility, Building 84, located in Reno, Nevada, is as follow s:

(Continued on Page 2)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 07-Aug-2016

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 W9124X-16-B-0001

X 9B. DATED (SEE ITEM 11)

11-Jul-2016

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

06-Aug-2016

CODE

PURCHASING AND CONTRACTING

2452 FAIRVIEW DR.

CARSON CITY NV 89701

W9124X 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9124X-16-B-0001

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 3

The following items are applicable to this modification:

1. ATTACHMENT #1 INCLUDES QUESTIONS AND GOVERNMENT'S RESPONSES TO RFI 011, RFI 012, RFI 013, AND RFI 014.

2. ATTACHMENT #2 INCLUDES THE FOLLOWING DRAWINGS WHICH ARE REFERENCED IN THE

QUESTIONS/ANSWERS IN ATTACHMENT #1 OF AMENDMENT #3:

A702 A711

3. ALL OTHER TERMS OF THE SOLICITATION REMAIN UNCHANGED.

(End of Summary of Changes)

RFI 011

QUESTION:

1. Please provide Structural and Architectural as-builts for the original Bldg 84 project.

ANSWER:

a. Refer to FBO.GOV for “Bldg 84 As-Built Drawings.”

b. If you cannot access, please provide DD Form 2345 and email Contracting Officer.

RFI 012

1. Please provide spec section 085113 “Aluminum Windows” as stated in spec section 084113 and 084413.

Section 085113 “Aluminum Windows” is not required and will not be provided.

Revise Specification Section 084113.2.4 to read:

1.1 VENTING WINDOWS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

B. Basis-of-Design Product: Subject to compliance with requirements, provide Kawneer North America; an Alcoa Company; GLASSvent or comparable product by one of the following:

1. EFCO Corporation.

2. Oldcastle, Inc.

http://www.specagent.com/LookUp/?Section=084413&SectionReleaseDate=5/01/2011&DocType=FL&ToolID=1&ulid=43&src=altarix http://www.specagent.com/LookUp/?Section=084413&SectionReleaseDate=5/01/2011&DocType=FL&ToolID=1&uid=Id%5b0231079b-8d80-4e74-be55-a4b400eb08d2%5d%20Type%5bManufacturerUrl%5d&src=altarix http://www.specagent.com/LookUp/?Section=084413&SectionReleaseDate=5/01/2011&DocType=FL&ToolID=1&uid=Id%5b860860dc-e649-48aa-8087-a4b400eb08f0%5d%20Type%5bManufacturerUrl%5d&src=altarix

C. Aluminum Windows: Manufacturer's standard units, complying with AAMA/WDMA/CSA 101/I.S.2/A440, with self-flashing mounting fins, and as follows:

1. Window Type: Awning.

2. Minimum Performance Class: HC.

3. Minimum Performance Grade: 70.

4. Aluminum Extrusions: ASTM B 221, alloy and temper recommended by manufacturer for strength, corrosion resistance, and application of required finish, but not less than 0.064-inch thickness at any location for main frame and sash members.

a. Thermally Improved Construction: Fabricate window units with an integral, concealed, low-conductance thermal barrier; located between exterior materials and window members exposed on interior side; in a manner that eliminates direct metal-to-metal contact.

5. Fasteners, Anchors, and Clips: Nonmagnetic stainless steel, aluminum, or other noncorrosive material, compatible with aluminum window members, trim, hardware, anchors, and other components of window units. Fasteners shall not be exposed, except for attaching hardware.

a. Reinforcement: Where fasteners screw-anchor into aluminum less than 0.128 inch thick, reinforce interior with aluminum or nonmagnetic stainless steel to receive screw threads, or provide standard, noncorrosive, pressed-in, spline grommet nuts.

6. Hardware: Manufacturer's standard; of aluminum, stainless steel, die-cast steel, malleable iron, or bronze; including the following:

a. Cam-action sweep sash lock and keeper at meeting rails.

b. Spring-loaded, snap-type lock at jambs.

c. Pole-operated, cam-action locking device on meeting rail where rail is more than 72 inches above floor.

d. Lift handles for single-hung units.

e. Nylon sash rollers for horizontal-sliding units.

f. Steel or bronze operating arms.

7. Sliding-Type Weather Stripping: Woven-pile weather stripping of wool, polypropylene, or nylon pile and resin-impregnated backing fabric; complying with AAMA 701/702.

8. Insect Screens: Provide removable insect screen on each operable exterior sash, with screen frame finished to match window unit, complying with SMA 1004 or SMA 1201, and as follows:

a. Fabric: Manufacturer's standard aluminum wire fabric or glass-fiber mesh fabric.

D. Glazing: As indicated on Drawings.

E. Finish: Match adjacent aluminum-framed entrances and storefront finish.

Revise Specification Section 084413.2.4 to read:

1.2 VENTING WINDOWS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

B. Basis-of-Design Product: Subject to compliance with requirements, provide Kawneer North America; an Alcoa Company; GLASSvent or comparable product by one of the following:

1. EFCO Corporation.

2. Oldcastle, Inc.

C. Aluminum Windows: Manufacturer's standard units, complying with

AAMA/WDMA/CSA 101/I.S.2/A440, with self-flashing mounting fins, and as follows:

1. Window Type: Awning.

2. Minimum Performance Class: HC.

3. Minimum Performance Grade: 70.

4. Aluminum Extrusions: ASTM B 221, alloy and temper recommended by manufacturer for strength, corrosion resistance, and application of required finish, but not less than 0.064-inch thickness at any location for main frame and sash members.

a. Thermally Improved Construction: Fabricate window units with an integral, concealed, low-conductance thermal barrier; located between exterior materials and window members exposed on interior side; in a manner that eliminates direct metal-to-metal contact.

5. Fasteners, Anchors, and Clips: Nonmagnetic stainless steel, aluminum, or other noncorrosive material, compatible with aluminum window members, trim, hardware, anchors, and other components of window units. Fasteners shall not be exposed, except for attaching hardware.

a. Reinforcement: Where fasteners screw-anchor into aluminum less than

0.128 inch thick, reinforce interior with aluminum or nonmagnetic http://www.specagent.com/LookUp/?Section=084413&SectionReleaseDate=5/01/2011&DocType=FL&ToolID=1&ulid=43&src=altarix http://www.specagent.com/LookUp/?Section=084413&SectionReleaseDate=5/01/2011&DocType=FL&ToolID=1&uid=Id%5b0231079b-8d80-4e74-be55-a4b400eb08d2%5d%20Type%5bManufacturerUrl%5d&src=altarix http://www.specagent.com/LookUp/?Section=084413&SectionReleaseDate=5/01/2011&DocType=FL&ToolID=1&uid=Id%5b860860dc-e649-48aa-8087-a4b400eb08f0%5d%20Type%5bManufacturerUrl%5d&src=altarix stainless steel to receive screw threads, or provide standard, noncorrosive, pressed-in, spline grommet nuts.

6. Hardware: Manufacturer's standard; of aluminum, stainless steel, die-cast steel, malleable iron, or bronze; including the following:

a. Cam-action sweep sash lock and keeper at meeting rails.

b. Spring-loaded, snap-type lock at jambs.

c. Pole-operated, cam-action locking device on meeting rail where rail is more than 72 inches above floor.

d. Lift handles for single-hung units.

e. Nylon sash rollers for horizontal-sliding units.

f. Steel or bronze operating arms.

7. Sliding-Type Weather Stripping: Woven-pile weather stripping of wool, polypropylene, or nylon pile and resin-impregnated backing fabric;

complying with AAMA 701/702.

8. Insect Screens: Provide removable insect screen on each operable exterior sash, with screen frame finished to match window unit, complying with SMA 1004 or SMA 1201, and as follows:

a. Fabric: Manufacturer's standard aluminum wire fabric or glass-fiber mesh fabric.

D. Glazing: As indicated on Drawings.

E. Finish: Match adjacent aluminum-framed entrances and storefront finish.

H+K Architects – 08.05.16

2. Please clarify, in spec section 084113 “aluminum framed entrances and storefronts” section 2.2 “Manufacturers”, spec calls for Trifab 451 UT by Kawneer with the glazing plan listed as (front) in section 2.3 “framing” line #3. This combination is NOT available. Trifab 451 UT only available in (center set).

Revise Specification Section 084113.2.2.B to read:

A. Basis-of-Design Product: Subject to compliance with requirements, provide Kawneer North America; an Alcoa Company; Trifab VG 451T or comparable product by one of the following:

a. With more review of the drawing I see that all the details on sheets A711 and A712 are showing “center set” details. Please clarify if we are to follow the details or specifications as called out for “front set”.

Revise Specification Section 084113.2.3.A.3 to read:

3. Glazing Plane: Center.

3. In the “curtain wall” specs 084413, section 2.5 (sun control), it looks like they are calling for vertical and horizontal shade controls. Details are clear for the vertical “extended beauty caps” but I see no details for the horizontal “air foil”. It shows on sheet A301 detail #2 in elevation and in the section drawing A 411 detail #3 but I see no detail of this on sheet A 711 or A 712. I am not sure if these materials are designed to go together. Please provide detail of the extended beauty cap and airfoil together.

See the revised Details 11 & 13 on Drawing Sheet A711 attached.

4. Truss spec 54400 says we can only use Ultra Span Truss Manufacture. Please confirm that an “or equal” is permissible as federal projects generally are not able to specify/mandate a particular manufacturer or brand.

Revise Specification Section 054400.2.2.A to read:

http://www.specagent.com/LookUp/?Section=084113&SectionReleaseDate=2/01/2012&DocType=FL&ToolID=1&ulid=9110&src=altarix

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

Add Specification Section 054400.2.2.B to read:

A. Basis-of-Design Product: Subject to compliance with requirements, provide Ultra- Span® Truss , by Aegis Metal Framing, LLC or comparable product by one of the following:

1. Sanford Contracting Incorporated.

2. All-Span, Inc.

5. AD201 / What is the thickness of the concrete roof structure on grid lines 3&4 Between C&D -line?

The thickness of the existing concrete roof structure on grid lines 3 & 4 between C & D is 8”.

6. What is the existing roof construction made of and what is the load weight of the roof? The shoring contractor will need this information as well as the as- built drawings in order to provide an engineer’s stamp of the shore plan.

The existing roof structure consists of built up roofing, 3 ¼” rigid insulation, 1 ½” metal deck, on wide flange steel or metal bar joist framing members. The load weight varies and will need to be determined by the shoring contractor’s engineer.

Forbes Engineering – 08.05.16 http://www.specagent.com/LookUp/?Section=084413&SectionReleaseDate=5/01/2011&DocType=FL&ToolID=1&ulid=43&src=altarix http://www.specagent.com/LookUp/?Section=084413&SectionReleaseDate=5/01/2011&DocType=FL&ToolID=1&uid=Id%5b860860dc-e649-48aa-8087-a4b400eb08f0%5d%20Type%5bManufacturerUrl%5d&src=altarix

7. Are there construction details of the wing walls and soffits that get demolished?

No details will be provided of the existing work to be demolished other than that indicated on the Demolition Drawings provided in the Contract Documents.

The existing wing walls are CMU.

The existing soffit are ½” exterior gypsum on ¾” furring channels and L3x3x1/4” framing at 24” O.C. The existing fascia above the soffits is a 1 ½” thick CMU veneer with a 1” grout space on ¾” plywood and L3x3x1/4” framing at 24” O.C. There is an existing continuous WT3x7.5 at the bottom corner edge of the fascia and the soffit that spans between the wing walls. The top cord of the existing roof joist and 1 ½” metal roof deck extend to a W14x22 at the outer edge of the fascia which also spans between the wing walls.

RFI 013

1. Please clarify if frame type 4 will have awnings windows, since on A702 doesn’t show them but on A301 they are showing awnings.

See the revisions to Frame Type 4 on the revised Drawing Sheet A702 attached.

RFI 014

1. Due to the trenching required in both Adams Ave. and Geach St., we are requesting the record drawings for all underground and overhead utilities in this area.

Contractor to refer to Sheet C140 “Utility Plan” for underground and overhead existing utilities.

2. This would include Adams Ave. from La Grange Ln. to the Tarmack and Geach St. from Adams to Dalzell Dr.

Base infrastructure drawings will be available to the Contractor prior to construction.

3. Will the Customer be doing any locating services for the existing area prior to work commencing?

No. It is the responsibility of the Contractor to perform location services.

4. This information is related to questions in RFI#3.

N/A

ATTACHMENT 2 Ammendment 3