AMENDMENT 02.pdf

0011512524 S6S-018-8J

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 do the follow ing:

a. To add the final received questions and answ ers to this solicitation.

b. The questions submission deadline has ended in order to allow interested Offerors adequate time to finalize their bids.

The point of contact for this amendment is Tatjana Fisher at tatjana.m.fisher.civ@mail.mil or Sebrena Butler at sebrena.m.butler.civ@mail.mil.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 27-Aug-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 W9124M20B0016

X 9B. DATED (SEE ITEM 11)

12-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 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

26-Aug-2020

CODE

MICC - FORT STEWART

976 WILLIAM H. WILSON AVE SUITE 100

FORT STEWART GA 31314

W9124M 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9124M20B0016

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:

ANSWERS TO FINAL QUESTIONS

CONSTRUCT CANOPY AT AMMUNITION SUPPLY POINT

W9124M20-B-0016

FS 4071

QUESTIONS/ ANSWERS

QUESTION 1:

Refer to Section C – Descriptions and Specifications / Technical Provisions General. Item 1.1.1 states to “Provide complete design,…..”. Define ‘complete design’. What level of design and design documents are required? Full blown engineered drawings and specifications prepared by architects and engineers? It appears that the structural concrete and electrical has already been designed. What type of specifications are required? Full specs created in SpecsIntact, or just notes on the drawings? Please provide further clarity on the level of design required as this can vary greatly in price.

RESPONSE:

TPG, Paragraph 1.1.1 speaks specifically to design, fabrication and installation of pre‐engineered metal building system, related foundation and 6” concrete slab.

Refer to Sheet 7 (A‐3) for Metal Building Design Criteria

Refer to Sheet 5 (A‐1) Foundation Notes for requirements in regard to foundation and slab.

Refer to Spec Section 13122, Meatal Building Systems, Part 1, Paragraph 1.02 Submittals for requirements.

QUESTION 2:

What is the preferred method of submitting RFIs for this solicitation?

Submit any RFI electronically to the Contract Specialist and Contracting Officer.

QUESTION 3:

a. What is the thickness of the existing concrete hardstand that is to be removed?

b. What is the thickness of the existing base and asphalt paving that is to be removed?

c. The pre‐solicitation in sam.gov contained the Technical Provisions, General (material specifications). The current solicitation in sam.gov does not now contain the Technical Provisions, General......will these Technical Provisions, General be re‐posted, or are we to use the same ones that were originally posted?

d. Are the factory‐primed ('red iron') surfaces of the pre‐engineered metal building to be finish‐painted?

e. Is the exposed conduit to be finish‐painted?

a. Variable thickness – 10” or less

b. Variable thickness – Base 6‐8” and Asphalt 3‐4”

c. MICC needs to answer. We do not have access to sam.gov

d. Refer to Sheet 7 (A‐3), Exterior Colors ‐ factory‐primed ('red iron') surfaces of Primary Columns and

Frames are to be finish painted to match exterior metal panel.

e. Exposed conduit at Primary Columns and Frames are to be finish painted to match exterior metal panel.

QUESTION 4:

a. Drawing A-3 calls for specific colors with codes. Do we need to figure custom colors for this building?

b. Drawing A-3 depicts the columns as straight. Can the columns be a tapered design (narrow at bottom, wider at top) if the 86’-4” inside clear is provided?

a. Specific color names are from specific manufacturers, matching colors from other manufacturers are acceptable. Codes / color numbers are just a generic way of specifying the particular colors that are acceptable. If a particular metal building manufacturer does not offer a matching color as standard, then they will need to provide custom color to match those specified.

b. Column shall be straight as indicated.

QUESTION 5:

a. Re: Technical Provisions 1.1.1 – Please clarify the design requirements. Is the design limited to the pre-engineered structure (by manufacturer), or are we to re-design the foundation/slab also?

b. Please clarify where material staging/laydown and temporary construction facilities can be located.

c. Is the drawing indicating an FES at each end of the 18” RCP?

d. Please provide a dimension to indicate the extent of fence removal (to be reinstalled).

e. It appears that the same designation is being used for EJ and CJ on the plan. For the intended use and building dimensions, it would be expected that no EJs would be required. Please clarify the requirement.

f. Typical Control Joint – Note indicates to “cut alternate wires at sawcut.” We do not see any practical way to accomplish this. The sawcut (1/5 SLAB DEPTH) will not cut the wire at 1/3 depth. Typically, the wire will be continuous at control joints. Please clarify the requirement.

g. Is the exposed structure to be painted or only factory primer?

h. Please clarify the required downspout locations.

a. TPG, Paragraph 1.1.1 speaks specifically to design, fabrication and installation of pre‐engineered metal building system, related foundation and 6” concrete slab.

Refer to Sheet 7 (A‐3) for Metal Building Design Criteria

Refer to Sheet 5 (A‐1) Foundation Notes for requirements in regard to foundation and slab.

Refer to Spec Section 13122, Meatal Building Systems, Part 1, Paragraph 1.02 Submittals for requirements.

b. Coordinate with CMB.

c. Correct. A flared end section is required at both ends of RCP.

d. A total of 60LF (30LF each side) was allocated for fence removal and reinstallation. It up to the contractor if they would like to remove less as they will then have tighter working conditions adjacent to the proposed building.

e. Provide Expansion Joints at the column center lines as noted.

f. Alternate wires can be cut prior to pouring the slab.

g. Refer to Sheet 7 (A‐3), Exterior Colors ‐ factory‐primed ('red iron') surfaces of Primary Columns and

Frames are to be finish painted to match exterior metal panel.

h. Provide downspouts at each side wall column line – A-1 thru 6 and D-1 thru 6.

(End of Summary of Changes)