W50S9J-23-B-0003-0004 Solicitation Amendment.pdf

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 distribute the updated specifications and draw ings for this requirement. Vendors should review the updated Statement of Work (SOW) and see updated draw ings. All other terms and conditions remain unchanged and in full 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 23-Mar-2023

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 W50S9J23B0003

X 9B. DATED (SEE ITEM 11)

23-Feb-2023

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

23-Mar-2023

CODE

USPFO WV 130 MISSION SUPPORT CONTRACTING

1679 COONSKIN DR UNIT 36

CHARLESTON WV 25311-1023

W50S9J 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W50S9J23B0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been modified:

STATEMENT OF WORK (SOW)

1. SCOPE: This Project consists of the installation of a new masonry wall with a relocated magnetic door, new shower stall and mop sink, light fixtures, exit signs, air supply diffuser with duct, and 4” metal stud wall with a door. This project is located in Bldg. 421, Fuel Cell Hangar.

2. LOCATION: West Virginia Air National Guard, 1679 Coonskin Drive, Building 421

Charleston, West Virginia, 25311-5000.

3. PROPOSED WORK: Includes, but not limited to, the following:

A. Demolition –

1) The existing ceiling grid system in the proposed construction area, shall be modified as required to accommodate the penetration of the new masonry wall above the ceiling. (See detail 3/A1)

2) The existing recessed fire extinguisher cabinet shall be removed and recess shall be blocked up. A new fire extinguisher cabinet shall be installed at the location shown on drawing A1.

3) The door in room 195-4 shall be relocated to corridor 179-2 and opening blocked up with masonry.

4) The Contractor shall determine the exact location of the saw cut lines in the existing concrete floor to expose the existing 3” sanitary line to be tied in to for the new shower, sink, and new cleanout. (See plumbing plans sheet P1).

B. New Construction -

1) The Contractor shall construct a new masonry wall consisting of 8” inch masonry block as depicted on the drawing A1. The wall shall extend a minimum of 8” above the existing ceiling grid. The new wall shall be attached to the existing masonry block with wall ties that are secured by anchor bolts (Ancon or equal Product). The first course of block shall be grouted at each cell with #5 dowels in center (See 1/A1) Dowls shall penetrate the existing concrete floor no less than 4” and secured with epoxy. (See Detail 2/A1).

2) The Contractor shall construct a new wall separating corridor 195-8 from the newly constructed shower area. This wall shall be metal frame and drywall. The wall shall be constructed to be flush with the existing ceiling grid. (See Detail 4/A1).

3) Painting – The Contractor shall apply one coat of primer to the new wall and two coats of acrylic-latex enamel paint (Sherwin-Williams, Pro-mar 200 Interior Latex Enamel B31w200) or equal, color to match existing. All surfaces shall be prepped to receive the paint in accordance with the paint Manufacturer’s directions. Contractor to provide drop cloths as needed to protect floor and all surrounding surfaces.

4) The new door for corridor 195-8, shall be hollow metal 3’-0”x7’-2”x1 ¾” INSUL and have a galvanized hollow metal frame. The hardware for the door shall include hinges, closer, panic bar, and pull handle. All locks wil be furnished by government.

5) The Contractor shall remove and relocate the magnetic locking door (at corridor

179-2) to the newly constructed masonry wall. Also, removing and replaced with newly constructed masonry wall in corrosion control 195-4 (as shown in drawing A1) and relocating to corridor 179-2.

6) Two new exit signs shall be installed as shown on drawing A1. All signs shall match existing signs throughout the building.

7) All wall penetrations shall be sealed with 3M CP-25WB+ smoke/fire caulking, or equal product.

C. Electrical –

1) The Contractor shall relocate any light fixtures if needed in the existing ceiling grid.

2) Contractor shall relocate electrical outlet

3) Contractor shall remove and relocate danger sign, (see drawing A1 for location) to the newly constructed masonry wall.

4) Contractor shall install three, Lithonia Type EX1 Exit Sign, (see drawing A1 for location). Exit signs shall match existing fixtures in rest of building.

5) Contractor shall install one, Lithonia type G-EM, 2’X4’ Drop Ceiling light with battery back-up (see drawing A1 for location). Battery back-up is Power Sentry PS1400QD MVOLT. Fixture to have same Lumina value as current fixture.

6) The relocated door with magnetic plate shall be installed in the new masonry wall and continue to function as it did originally.

D. Plumbing –

1) The Contractor shall confirm the existing plumbing connections and routes prior to beginning plumbing modifications. All plumbing work shall comply with applicable building codes and the latest edition of the WV State Building Code.

2) The Contractor shall determine in corridor 195-8, the exact location of the saw cut lines in the floor in order to expose the existing 3” sanitary line. (see P1). The Contractor shall install new 3” PVC Schedule 40 sanitary piping and trap for the new shower and connect to the existing 3” sanitary. The new 36”x36”x76” H fiberglass shower stall and all applicable hardware, shall be comparable to “DreamLine” Slimline 36”x36” shower base and shower backwall kit, Product ID 129522209, or equal. The new janitorial sink (for boot washing), shall be by Crane Inc. or equal product. A floor cleanout shall be installed as shown. Exact location to be determined by contractor.

3) The Contractor shall bed the newly installed 3” PVC and shower traps with #57 gravel and install 4000 psi concrete after all new UG sanitary plumbing installation is complete.

4) All new plumbing for hot and cold water shall consist of 1/2” copper and installed above the existing ceiling tile in corridor 198-5. All copper water piping shall be hung using a (comparable to) XP20 Sammy Express steel anchor, or equal, for a ½ “threaded rod.

5) There shall be isolation valves installed to isolate the hot and cold water to each fixture.

E. HVAC –

1) The Contractor shall provide a new 2x2 supply diffuser with 4” flexible duct to be connected to the existing supply duct as shown on drawing M1.

F. Work Scheduling –

1) The Prime Contractor shall be responsible for the scheduling of all project work.

Work is to be scheduled in such a manner and timing as not to interfere with the Unit’s Weekend Drill Training Schedule. This is to include having all work areas in full operation for the training weekends.

2) Weekend training schedules will be provided to the Primary Contractor and Sub-

Contractors prior to the beginning of the project.

4. TIME FOR COMPLETION: The entire work shall be accomplished within 45 days after date of receipt of Notice to Proceed.

5. RESERVED.

6. PERFORMANCE:

a. Submission of a bid by a Contractor shall be accepted as prima-facie evidence that he has examined the specifications and has satisfied himself as to the nature and location of the work and all other matters which can in any way effect the work or cost thereof under this contract. Any failure of the Contractor to acquaint himself with all available information, including a physical survey of the site of the proposed work, will not relieve him from successfully performing all the work required for a complete finished job.

b. The Contractor shall contact the Base Fire Department at 341-6128 to receive the Burning and Welding Permit prior to starting any operations that produce a spark or flame such as burning, welding, grinding, cutting or drilling.

c. The above brief outline of principal features of the work in no way limits the responsibility of the Contractor to perform all work and furnish all plant, labor, and materials required by the specifications and plans referred to herein.

d. Installation, workmanship, and all materials shall be guaranteed in writing by the

Contractor to be free from defect under normal use for a period of at least one year. All repairs by the Contractor shall be performed at no expense to the Government.

e. Material submittals shall be accomplished in accordance with instructions pertaining to AF Form 3000, “Material Approval Submittal”. Contractor is to submit all shop drawings and material submittals for this contract within ten (10) calendar days of issue of the Notice to Proceed, or as directed by the Contracting Officer, to the Contract Inspector. See “Statement of Work Attachment 1” for the schedule of submittals. All submittals shall consist of one completed AF Form 3000 and four copies of material specifications and Material Safety Data Sheets MSDS”.

f. The Contractor is to submit shop drawing in four copies to the Contract Inspector. Two copies will be returned to the contractor indicating approval or disapproval and the date of such action. The Contractor will not proceed with work that is detailed on shop drawings until the drawings are approved.

g. The Contractor shall provide all safety equipment and instructions for use by his/her employees, and ensure that a copy is provided to this the Contract Inspector prior to commencing work.

h.

i. Material Safety Data Sheets – A copy shall be submitted with the AF Form 3000

Material Approval Submittal form and the Contractor shall have a copy on display at the job site for all materials brought to and or stored at the job trailer, site office or at the site storage location. The Contractor shall ensure that copies have been provided to the Contract Inspector prior to transporting any materials on to the Base.

j. All construction materials and chemical compounds shall be stored in the original container or properly marked containers and approved storage containers supplied by the Contractor. All hazardous or flammable compounds shall be stored in approved lockable storage boxes that shall be locked when not in the Contractors’ or his employee’s direct supervision. All surplus materials and or compounds shall be removed from the Base when work on the project is complete.

(End of Summary of Changes)