W911KF-20-Q-0090-0001 Amendment.pdf

SEE SCHEDULE

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

See Page 2

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 03-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 W911KF20Q0090

X 9B. DATED (SEE ITEM 11)

13-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

03-Sep-2020

CODE

ACC-ANAD

ANNISTON ARMY DEPOT

7 FRANKFORD AVENUE, BLDG 35

ANNISTON AL 36201-4199

W911KF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911KF20Q0090

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT NOTES

1. The purpose of this amendment is to answer questions submitted by contractors.

Question #1: Since the system will have multiple 2 ton bridges on, do you want the runway systems to be capable of carrying all bridges fully loaded in any one spot at the same time? So if you have a quantity of 4—2 ton bridges the runway will be rated at 8 tons?

Answer: In accordance with paragraph 2.10.1 from the Statement of Work. The runway shall be ASCE crane rail - 2 runs of 98’and 86’, with all hard ware for installation. The runways shall meet all CMAA standards for size, and true and parallel runs. The support columns shall be placed as close to the walls as possible. The runway shall be designed such that two bridges can be in the same bay (side by side).

Question #2: Building 129 and 108---Provide a 2 ton bridge crane and hoist to go on an existing runway system. I do not see the dimensions of the existing system.

Answer: In accordance with paragraph 5.7.4 Bridge Girders, from the Statement of Work. Bridge girders shall be wide flange beams, standard I-Beams, reinforced beams or sections fabricated from rolled plates and shapes. Bridge shall be designed for all dead and live loads plus a safety factor of 5. The bridge crane span shall be approximately 40 feet; actual dimensions shall be field verified before any actual fabrication begins.

Answer: In accordance with paragraph 6.7.4 Bridge Girders, from the Statement of Work. Bridge girders shall be wide flange beams, standard I-Beams, reinforced beams or sections fabricated from rolled plates and shapes. Bridge shall be designed for all dead and live loads plus a safety factor of 5. The bridge crane span shall be approximately 30 feet; actual dimensions shall be field verified before any actual fabrication begins.

Question #3: What is the column spacing for Bld. 128 for the 86’ Runway and the 98’ Runway?

Answer: There are no design requirement on column spacing in building 128.

Question #4: 1.0 states 128 and 131 systems are without a bridge and hoist is this a typo?

Answer: This is a typo, it should read complete system bridge/hoist (s) and support structures.

Question #5: What is the column spacing for Bld. 131 the 56’ Runway?

Answer: There are no design requirements on column spacing in building 131.

Question #6: Are the runway’s freestanding or can we tie back to building columns?

Answer: All systems shall be freestanding, no tie backs to building columns shall be allowed.

Question #7: What is the existing ASCE rail for Bld. 129 for the 47’ runway?

Answer: There is an existing 2-ton bridge and hoist on the system, so for biding purpose the design shall assume that it is sufficient to carry a new 2-ton bridge and hoist.

W911KF20Q0090

Question #8: What is the existing ASCE rail for Bld. 108 for the 300’ runway?

Answer: There is an existing 2-ton bridge and hoist on the system, so for biding purpose the design shall assume that it is sufficient to carry a new 2-ton bridge and hoist.

Question #9: Will trolley speeds of 65 fpm VFD be acceptable?

Answer: 5.6.2 Speed: 2 speed - 75 ft/min high; 50 ft/min low (plus or minus 10%). variable frequency drive (VFD) controlled. The high speed of 65fpm does not meet the spec.

Question #10: Building 129 5.5 specs out a chain hoist, would the other buildings be wire rope or would a chain hoist be acceptable?

Answer: Wire rope hoist would be preferred but if you can provide a chain hoist that meets are the requirements listed in the specification then it will be acceptable.

Question #11: On 3.8.4 please clarify, Contractor would like to quote a Magnetek radio system comes with 1-receiver and 2-transmitters with an 8-button pendant with independent festoon as back-up, is this acceptable?

Answer: Yes, Magnetek radio system comes with 1-receiver and 2-transmitters with an 8-button pendant with independent festoon as back-up, is acceptable.

Question #12: 8.4.4 is references dual hoist brakes be tested, I do not see in the specification where dual brakes are required, please clarify.

Answer: If dual brakes are provided they must set on the test if a single brake is provided then just the single will have to follow the same test.

Question #13: What is access like to get materials and equipment in the buildings?

Answer: There are 20’x20’ rollup doors in all locations. All the areas are in active producing of product but allowances will be made for installation.

Question #14::Are there any restrictions on the type of equipment i.e. diesel, propane etc.

Answer: No restrictions on the type of equipment i.e. diesel, propane etc.

Question #15: I saw something about relocating a water fountain and move a gas line??? I assume this is the general contractor, we will be taking exception to this.

Answer: This is a turnkey job, all items in specification is the responsibility of the contractor.

2. All other terms and conditions remain unchanged.