Addendum_1.pdf

W912JA-14-R-0005

F6E3MC4064A001

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)

EXCEPTION TO SF 30

A. This Addendum 1, dated 9 May 2014, is issued to clarify conflicts between plans and specifictions, this addendum shall govern.

Changes to these documents are posted under Export Controlled Access.

B. Answers to questions as of 8 May 14 C. As a Reminder Exhibit C – Past Performance is also due on 21 May 14

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 09-May-2014

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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

W912JA-14-R-0005

X 9B. DATED (SEE ITEM 11)

02-Apr-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 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

09-May-2014

CODE

117TH AIR REFUELING WING

5401 EAST LAKE BOULEVARD

BIRMINGHAM AL 35217

FA6011 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

ADDENDUM 1

Date: 9 May 2014

Subject: ADDENDUM NO. 1

Project: ADAL DISTRIBUTED GROUND STATION

Job #: SSL# 12133

ANG# BRKR999147

The plans and Specifications of the subject project, dated 25 March 2014 are amended as follows: (Where there are conflicts between the plans and specifications and the addendum, this addendum shall govern)

Item No. 1: Refer to drawings. Add drawing sheet A5.1 “Building Sections.”

Item No. 2: Refer to drawing sheet T1.0 “Index”. Delete drawing sheet E1.2B

“Building 204 Site Plan” and drawing sheet E4.2B “Floor Plan – Security

Building 204” from the index to drawings.

Item No. 3: Refer to specification section 09 9000 “Paints & Coatings”. Delete paragraph G of section 2.05 and add back the following:

G. Concrete Floor Sealers:

1. At concrete floors scheduled to receive sealer and not scheduled to receive raised flooring systems, provide the following:

a. Water based acrylic urethane sealer: If concrete is slick or power troweled, it should be acid etched first. All grease, stains, and curing compounds shall be removed with sealer manufacturers recommended products and procedures.

i. Top Coat: Equal to ICI 3218

ii. Bottom Coat: Equal to ICI 3218

2. At concrete floors scheduled to receive sealer and raised flooring systems, provide concrete sealer approved by raised flooring system manufacturer. Provide documentation that the sealer proposed for use is compatible with pedestal adhesive and can achieve the required overturning moments specified for the raised flooring systems.

3. At all existing exposed concrete floors scheduled to receive sealer. Etch, clean, and degrease floors as recommended by the

ADAL DISTRIBUTED GROUND STATION FACILITY ADDENDUM NO. 1

Seay Seay & Litchfield, P.C. 9 May 2014

SSL #12133, ANG#BRKR 999147 Page 2 of 4 manufacturer. Provide and install new sealer per manufacturer’s recommendations.

Item No. 4: Refer to specification section 10 5100 “Lockers.” Delete section 2.02 and add back the following:

2.02 LOCKER APPLICATIONS:

A. Student Lockers: Single tier metal lockers, free standing for base indicated on drawings.

1. Width: 15 inches (375mm).

2. Depth: 15 inches (380mm)

3. Height: 72 inches (1,830mm)

4. Fittings: Hat shelf, 2 coat hooks.

5. Locking: Padlock hasps, for padlocks provided by Owner.

B. Locker Benches: Stationary Type; bench top of laminated birch;

painted steel pedestals.

Item No. 5: Refer to drawing sheet A3.2 “Door Schedules & Details.” Add the following comment to doors 116 & 117 on the Door, Opening & Frame

Schedule:

• Undercut door ¾”.

Item No. 6: Refer to drawings. Delete drawing sheet A2.6 “Wall Type Plan” and replace it with the attached drawing sheet A2.6 “Wall Type Plan” dated 9

May 2014.

Item No. 7: Refer to drawings. Delete and replace the following electrical drawing sheets: E1.2, E2.1, E2.1B, E3.1, E3.2B, E3.3, E3.4, E4.1, E4.1B, E4.2, and E4.3 with the attached revised drawing sheets dated 09 May 2014.

Revisions have been clouded for clarity.

Item No. 8: Refer to Drawing Sheet E0.2 “Electrical Notes.” Delete general notes #27, #28, and #29.

Item No. 9: Refer to drawing sheet E1.1B “Building 204 Floor Plan – Demolition.”

Delete general notes #2 and #7.

Item No. 10: Refer to drawing sheet E3.1B “Building 204 Floor Plan – Power and Riser

Diagram.” Change sheet reference from “EP5.1B” to E5.1B on sheet note

#1.

SSL #12133, ANG#BRKR 999147 Page 3 of 4

Item No. 11: Refer to drawing sheet E5.1 “Lighting Schedule and Details.” On

Luminaire Schedule, add note 8 that reads as follows: “Provide dual ballast in all lighting fixtures that are shown with dual a,b switching.”

Item No. 12: Refer to drawing sheet E6.2 “Fire Alarm Riser Diagram.” Change PIV shown on Fire Alarm/Mass Notification Riser Diagram to two tamper switches to be monitored by the fire alarm system. Provide surge suppression on all incoming cabling from the exterior prior to entering the fire alarm/mass notification panel.

Item No. 13: Refer specification section 23 6423 – Scroll Water Chillers. Subject to compliance with the Contract Document Requirements, AAON is a preapproved manufacturer.

Item No. 14: Refer to specification section 23 6423 Scroll Water Chillers. Add a new item 6. under 2.1.D – Cabinet: 6. Chiller Enclosure Panels: Provide louvered panels to fully cover ends and sides of chiller, removable for service.

Item No. 15: Refer to specification section 230522 Solid State Variable Frequency

Speed Controller. Subject to compliance with the requirements, Danfoss is a pre-approved manufacturer.

Item No. 16: Refer to specification section 23 7400 Custom Computer Room Air

Handling Units

1. Subject to compliance with the requirements, York/Johnson

Controls a pre-approved manufacturer.

2. Revise 2.1.J to read “Supply Fan Wall Array”

3. Revise the first sentence of 2.1.J.a as follows: “The Fan Wall array shall consist of……”

4. Add the following sentences at the end of 2.1.J.d: “Individual

VFDs for each fan will also be accepted, manufacturer to coordinate any additional electrical requirements from that specified in the equipment schedules and plans.”

5. Delete section 2.1.J.h in its entirety.

Item No. 17: Refer to specification section 23 0710 Mechanical Insulation – Add the following bold text to 3.1.B.1.c - Traps and bodies of mechanical room floor drains that accept HVAC condensate and horizontal piping connected to drain, back to vertical waste riser.

SSL #12133, ANG#BRKR 999147 Page 4 of 4

Item No.18: Refer to drawings. Delete and replace the following Mechanical Drawing

Sheets: M0.2, M2.1, M2.3, M3.1, M3.2, M4.2, and M7.1 with the attached revised drawing sheets dated May 08, 2014. Revisions have been clouded for clarity.

Item No. 19: Refer to drawings. Delete and replace drawing sheet P0.2 “Plumbing

Schedules and Details” with the attached revised drawing sheet P0.2

“Plumbing Schedules and Details” dated May 08, 2014.

End of Addendum #1

ANSWERS TO QUESTIONS

1. Drawings – On A2.2 sections are shown 1/A5.1 and 2/A5.1. The drawing index indicates there being an

A5.1 drawing, but it isn’t included in download file.

Response: A5.1 was mistakenly left out of the document package. Please see attached for A5.1 drawing sheet.

2. Spec Section 32 3136 Security Gates and Barriers

Non Automated Barriers – The Basis of Design Barrier NMSB XII – Horizontal Swing Crash Beam by

Nasatka is Engineered not Crashed. Are other engineered solutions acceptable?

Response: Yes. Other engineered solutions are acceptable.

3. 3. Drawing C8.0 indicates a Dumpster Containment in the Option 1 parking area. We cannot find any details for one.

Response: Details of dumpster enclosure are included on drawing sheet L1.1 – Landscape Details – Bid

Option

4, Can the government provide a geotechnical report to determine the subsurface conditions on this project?

Response: Geotechnical report is included in volume two of the project specifications as an attachment to specification section 31 2210 – Earthwork.

5. In the Limited Sources – Justification for Other Than Full and Open Competition Section III, should this be included in our quote as an allowance and does this amount include installed cost?

Response: - You should include this in your quote, as noted by the Gov. in Section III - The Cost are

Estimated and should include - complete cost of supplies/services required to meet the agency needs which would include installation.

6. Will the design firm, Seay Seay & Litchfield be responsible to submit the final LEED information to

USGBC to obtain LEED certification?

Response: The design firm is responsible for the following:

1. Documentation of Design (as defined by the USGBC) Submittals

2. Management of the project team within the LEED Online Software system (i.e. adding

Team members from Contractor and Contractor's subcontractors and granting appropriate

Permissions to team members)

3. The cost of Certification Fees for the project. It is anticipated that a Combined Review:

Design and Construction will be submitted at a cost of +/- $2,500. The +/-$2,500 fee will

Be all that the design firm is responsible for. All direct and indirect cost associated with

Documentation of Construction Submittals shall be the Responsibility of the Contractor.

4. The professional fees associated with the Commissioning of the Project. The Commissioning Agent

Will be paid by the design firm; however, the Contractor/Sub-Contractors may be required to provide

Supporting activities associated with the Commissioning of the Project. Refer to project

Commissioning Specifications. Any cost associated with activities defined or reasonably inferred to be

The Contractor's Responsibility or Sub-Contractor's Responsibility shall be the included by the

Contractor in the proposed cost of the work.

The Contractor will be responsible for the complete documentation of all submittals defined by the USGBC as Construction Submittals. This includes, but is not limited to:

1. Completing LEED template forms for Construction Submittals using the LEED Online Software

Program.

2. Maintaining and tracking all material costs for the purposes of determining thresholds of regional

Materials and recycled content achieved by the project.

3. Tracking and documentation of materials being diverted from landfills

4. Documenting compliance with VOC limitations

5. Planning, executing, and documenting compliance with indoor air quality credits for during construction and prior to occupancy. Additionally, the Contractor shall be responsible for the cost of any re-inspection that may be required as a result of non-conforming work as it relates to the commissioning of the building.

Additionally, the Contractor shall be responsible for the cost of any re-inspection that may be required as a

Result, of non-conforming work as it relates to the commissioning of the building.

7. Lockers 10 5100 - It appears metal lockers are called for, but there is a reference in 2.02 to solid plastic lockers. Please confirm that there are only metal lockers on this project. Assuming they are metal, are the lockers to be knock down or welded, and for cost purposes do they have to be galvanized?

Response: Delete section 2.02 and add back the following:

2.02 LOCKER APPLICATIONS:

A. Student Lockers: Single tier metal lockers, free standing for base indicated on drawings.

1. Width: 15 inches (375mm).

2. Depth: 15 inches (380mm)

3. Height: 72 inches (1,830mm)

4. Fittings: Hat shelf, 2 coat hooks.

5. Locking: Padlock hasps, for padlocks provided by Owner.

B. Locker Benches: Stationary Type; bench top of laminated birch; painted steel pedestals.

Clarification:

Construction of locker body and required finishes shall be as currently specified in part 2.03of

Specification section 10 5100.

8. Does Exhibit B, Information and Consent Form, have to be completed on every subcontractor that provides a quote? Or is it just required when a prime contractor is teaming with a subcontractor. In reading Exhibit B, it refers several times to the term subcontractor/ teaming partner. Please clarify.

Response: We request that the following consent form be completed by the major subcontractors/teaming partners identified in your proposal.

9. Is it acceptable to post the drawings and specifications on a FTP site so vendors, subcontractors, and others will have access to develop their proposal?

Response: The reason the Government post the Drawings and Specifications on www.fedbizops.gov under Export Control is so vendor access can be tracked.

(End of Summary of Changes) http://www.fedbizops.gov/