Amendment of Solicitation with RFI Responses 02_20-B-0016 NFH RRPO Structure 09SEP20.pdf
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- Attached to
- Amendment 02 Construct New Building to Support Rapid Refuel Point at North Fort Hood, Texas
- Solicitation number
- W91151-20-B-0016
About this file
This document contains an amendment to a solicitation for construction services. The amendment provides responses to industry questions regarding requirements to construct a new facility to support a future Rapid Refuel Point at North Fort Hood, Texas. Work includes structural, architectural, mechanical, plumbing, electrical, HVAC, fire alarm and mass notification systems, as well as miscellaneous site work. The estimated value is between $1-5 million. The wage determination is TX20200230. The bid guarantee is 20% of the bid price up to $3 million. Performance and payment bonds must equal 100% of the contract value. An organized site visit will be held on August 27, 2020. Bids are due by September 21, 2020. The period of performance is 365 days from notice to proceed. The technical exhibits are available at beta.SAM. Interested parties must register in SAM to receive awards. Point of contact is Aheisha Crooks at aheisha.m.crooks.civ@mail.mil.
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0011491995 1A101589P
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
a. This amendment is issued to provide responses to questions from Industry and publish revised draw ings.
b. All other terms and conditions remain unchanged Except as provided herein, all terms and conditions of the document ref erenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 6
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 08-Sep-2020
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 W9115120B0016
X 9B. DATED (SEE ITEM 11)
20-Aug-2020
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 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
08-Sep-2020
CODE
MICC - FORT HOOD
36000 DARNALL LOOP, ROOM 1300B
FORT HOOD TX 76544-5025
W91151 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W9115120B0016
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00010 - SOLICITATION CONTRACT FORM
TABLE OF CONTENTS
The Table of Contents has changed from:
Exhibit/Attachment Table of Contents
DOCUMENT TYPE DESCRIPTION PAGES DATE
Exhibit A Technical Exhibit A-
Specifications
872 04-MAY-2020
Exhibit B Technical Exhibit B- Drawings
106 02-MAR-2020
Exhibit C Technical Exhibit C- Division 01 Specifications
113 27-APR-2019
Attachment 1 Attachment 1- Appendix A
139 27-JUL-2018
to:
Exhibit/Attachment Table of Contents
DOCUMENT TYPE DESCRIPTION PAGES DATE
Exhibit A Technical Exhibit A-
Specifications
872 04-MAY-2020
Exhibit B Technical Exhibit B- Revised Drawings
1 04-SEP-2020
Exhibit C Technical Exhibit C- Division 01 Specifications
113 27-APR-2019
Exhibit D Technical Exhibit B- Drawings
106 02-MAR-2020
Attachment 1 Attachment 1- Appendix A
139 27-JUL-2018
The following have been added by full text:
RESPONSES TO INDUSTRY
Request for Information (RFI) Consolidated List
W91151-20-B-0016 Rapid Refuel Point, North Fort Hood, Texas
1. Who is providing transformer Dominion or Contractor (EP-601)
DOMINION WILL CONDUCT ALL ELECTRICAL WORK. HOWEVER, IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO REACH OUT TO DOMINION FOR PRICING
AND INSTALLATION.
2. Will Dominion/ Contractor need to provide temporary power?
CONTRACTOR SHALL EITHER BRING THEIR OWN GENERATOR OR GO THROUGH
DOMINION.
3. Since the Government engineers the foundation, will the Government provide engineered anchor bolts drawings as per plans? See PEMB note 9 on sheet S-001 says contractor will design Anchor bolt type, but length and diameter will vary per bldg. design and per foundation design engineer so will the GOVT provide?
CONTRACTOR SHALL HIRE A THIRD PARTY ENGINEER LICENSED IN THE STATE OF
TEXAS TO SIZE THE ANCHOR BOLTS.
4. Is it the government’s intention for the general contractor to have the foundation engineered?
REFER TO STRUCTURAL SHEETS FOR FOUNDATION DESIGN.
5. S001—Under foundation and Soil Data note 6 states, “PLACE 6 in CAPILLARY WATER BARRIER
AND 10 MIL MINIMUM VAPOR BARRIER UNDER ALL SLABS, UNLESS OTHERWISE NOTED..”
Do we need both?
REFER TO SHEET S-001, FOUNDATION AND SOIL DATA, NOTE 5. CONTRACTOR SHALL
INSTALL PER CONSTRUCTION DRAWINGS.
6. Is the power coming underground or over head?
COORDINATE WITH DOMINION ENERGY.
7. Is there a soil report?
REFER TO SHEET S-001, FOUNDATION AND SOIL DESIGN.
8. UFC 4-010-01 is listed in the applicable codes on sheet S-001 however there are no AT/FP or blast requirements listed in the specifications.\
CORRECT.
9. Will the exterior doors require blast ratings? If so we need to know the explosive weight as well as the standoff distance.
EXPLOSIVE WEIGHTS ARE NOT APPLICABLE TO THIS PROJECT.
10. There is a call out for Wainscoat; but no detail. Will there be details provided?
REFER TO SHEET A-310, A-501, AND A-540.
11. At the site visit, there was a tree present to the West of the proposed building location. Will this tree be removed?
REFER TO DIVISION 1 SPECIFICATIONS, ENVIRONMENTAL PROTECTION.
12. The existing lines that run through the proposed site are marked as Communication lines on the drawings.
At the site visit, it appeared that these lines were high voltage electrical. Will the government confirm?
REFER TO NOTE 1 ON SHEET ES101.
13. The proposed site area has several small mesquite trees that will have to be removed. Will Environmental’ s approval be needed before removing these trees?
SEE RFI ANSWER #11.
14. Per Specification Section 13 34 19, paragraph 2.4.3 “All panels are to receive a factory-applied polyvinylidene fluoride finish”. Per Specification 09 06 00 Schedule of finishes, paragraph 2.2.1.2 calls for a Metl-Span Tuff-Cast Insulated Wall Panel or equivalent, which is a hard aggregated fiber-reinforced polymer coating (Very costly). What type of finish should the exterior wall panels have? If the Tuff-Cote finish, will similar texture/coating be acceptable?
ANY AESTHETICALLY EQUIVALENT PRODUCT MEETING SPECIFICATIONS IS
ACCEPTABLE, PENDING C.O.R. APPROVAL.
15. The drawings or specifications do not include window blinds, or any other window treatment. Will the government confirm no window treatment is required?
SWF CONTRACT, MERMET, E-SCREEN 7510. COLOR: 0207 WHITE/PEARL.
16. Note the following in reference to the questions:
a. Page S-111, Roof Framing Note #4:
i. PROVIDE 1-1/2"-DEEP ROOF DECK, TYPE F OR B, WITH A MINIMUM THICKNESS
OF 0.0295" (22 GAGE) FOR SUPPORT OF RIGID INSULATION AND STANDING
SEAM METAL ROOF AS SHOWN ON ARCHITECTURAL DRAWINGS
b. Page A-521, Details D1 and D5:
i. STANDING SEAM INSULATED METAL ROOF PANEL
c. Page A-151, Roof Plan
i. STANDING SEAM METAL ROOFING
d. Page A-201 and A-202, Building Elevations
i. STANDING SEAM INSULATED METAL ROOF PANEL
There seems to be several indications on what the roof system will be. Are either roof systems acceptable?
CONTRACTOR SHALL ABIDE BY SHEET S-111 INSTRUCTIONS. ALL OF THE ABOVE
STATE STANDING SEAM.
17. The lockers in the elevations do not show sloped tops, or bases. Is this correct?
GLOBAL INDUSTRIAL CAPITAL LOCKER SINGLE TIER. ITEM #WB652141GY OR
APPROVED EQUIVALENT.
18. There is no indication as to what the show bases/walls are to be constructed with. Will the government confirm the Shower materials?
SEE DETAIL A1 ON SHEET I-601.
19. Will the wire mesh partitions need to be tight to the ceiling? Will a 6” space at the top suffice?
A 6” SPACING WILL SUFFICE.
20. Please provide specifications for the ADA shower seat.
FREEDOM SHOWER 26”X22.5” ADA WALL SUPPORTED SHOWER SEAT. MODEL
#APFSLR-260225PWS OR APPROVED EQUIVALENT.
21. The specifications contain spec section 07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM
FOR AIR TIGHTNESS. Is this required? No specifications given for building air barrier system. YES, IT’S REQUIRED.
22. Per the structural drawings: Design load requirements are given for the PEMB. The details show decking beneath the roofing panels. The specifications given on S-001, PEMB note #7 state that the roof panels are to be insulated roof panels. These panels have foam insulation sandwiched between 2 panels, and are capable of being manufactured to meet the design loads given without the decking. Will it be acceptable to provide a PEMB that meets the required design loads without the roof decking to save cost?
REFER TO SHEET S-001 FOR BUILDING REQUIREMENTS.
23. Note the following in reference to this question:
a. Page S-001
i. Applicable codes: 13. UFC 4-010-01, 12 DECEMBER 2018, DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS; ii. Design Loads: 7. ANTI-
TERRORISM FORCE PROTECTION 7.1 PER UFC 04-010-01. b. Page P-001
i. General Note B. OVERHEAD PLUMBING EQUIPMENT AND SYSTEMS SHALL BE
SUPPORTED TO MEET ANTI-TERRORISM/FORCE PROTECTION MEASURES
OF UFC 4-010-01
Will these specifications be enforced on this project? Can they be removed to save cost?
SPECIFICATIONS SHALL BE ENFORCED. REFER TO UFC 04-010-01.
24. Page S-003 calls for numerous special inspections that are required for the project. No sections were provided in the specifications for special inspectors. What will be the extent of the special inspections? Can additional specifications be provided?
SPECIAL INSPECTIONS SHALL BE COORDINATED THROUGH THE COR.
25. Will whole building commissioning be required as part of this contract?
NO.
26. Are Exhibit C Division 01 Specifications supposed to replace the Division 01 specifications given in Exhibit A? Or are they in addition to?
TECHNICAL EXHIBIT C – DIVISION 01 SPECIFICATIONS REPLACES THE DIVISION 01
SPECIFICATIONS IN EXHIBIT A.
27. Is sustainability reporting required of this project?
NO.
28. Specification 08 44 00, paragraph 1.4.3.6 states “Windows must meet the requirements specified in 08 56
53 BLAST RESISTANT TEMPERED GLASS WINDOWS except where the requirements of this section differ, this section governs.” No specifications given for section 08 56 53.
REFER TO DIVISION 8, SECTION 08 44 00 OF SPECIFICATIONS.
29. Page S-002, Special Inspections, it is requiring the contractor to hold continuous special inspections on
WHAT’S THE QUESTION?
SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS
The following have been modified:
52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)
Portions of this solicitation are altered as follows:
Amendment 01- Change date to email request drop-off email with a URL and Bid Submission Date.
Amendment 02- Responses to questions from Industry.
(End of Provision)
(End of Summary of Changes)
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