19-R-0281_Amendment_03.pdf

W911KF19R0281

ARMY CONTRACTING COMMAND - WARREN (ANAD)

AMBER E. BURDETT

7 FRANKFORD AVE

ANNISTON AL 36201

W31G1Y9162023I

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

1. The purpose of this Amendment is to extend the closing date of the solicitation, update the Statement of Work, and answ er an industry question.

2. The closing date of the solicitation has changed to September 24, 2019 at 10:00 AM CST.

3. The revised Statement of Work is attached to this amendment. Paragraph 5.1 of the Statement of Work has been changed to read as follow s:

Company to perform w ork shall be an existing approved Spire contractor, or show a valid certif ication that conforms to requirements of the Alabama Service Commission.

4. Question 1: What is the current PSI of the existing gas line?

Answ er 1: The 8" Main at Frankford operates at 40 to 60 PSI.

5. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 17-Sep-2019

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 W911KF19R0281

X 9B. DATED (SEE ITEM 11)

14-Aug-2019

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 X is extended, 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

17-Sep-2019

CODE

ARMY CONTRACTING COMMAND - WARREN (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 W911KF

FACILITY CODECODE

EMAIL:TEL:

Statement of Work for Project Q779-18 Page 2 16 July 2018

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

REVISED SOW

Anniston Army Depot Directorate of Public Works Engineering Division Anniston, Alabama

Statement of Work

Project Title: Natural Gas Supply Line for Building 31

STATEMENT OF WORK (SOW)

Natural Gas Supply Line for Building 31

1. OBJECTIVE

1.1. Contractor shall provide all material, transportation, labor, equipment, coordination, planning, and supervision necessary to install new tie in to the existing natural gas supply line and extend to Building 31. All work shall be performed in accordance with the contract specifications, this statement of work, drawings, and technical requirements.

2. CONTRACTOR’S POINT OF CONTACT

2.1. The Contractor shall provide the Contracting Officer (KO) with a point of contact and a telephone number for the Government to make any arrangements needed. The KO will supply the Contractor with the name and telephone number of his/her designated Contracting Officer Representative (COR) and Contract Specialist. The KO, COR and Contract Specialist shall serve as the Contractor’s point of contact with the government for this task order. The Contractor shall not seek direction or guidance with regard to this task order from anyone else but the designated KO, COR and Contract Specialist.

3. PERIOD OF PERFORMANCE

3.1. The period of performance for this project shall be 45 calendar days from Notice to

Proceed (NTP). All work to include time required to process any coordination for materials or utility outage requests must be scheduled to complete within this timeframe.

Any modifications or extensions will be requested through the KO or representative for review and discussion.

4. SUPPORTING DOCUMENTS

4.1. Project Design Drawings.

5. WORK TASKS

5.1. All work carried out will conform to the latest edition of: The International Fire Code, The International Mechanical Code and the Anniston Army Depot The Natural Gas System Operating & Maintenance Manual Revision A.

5.1. Company to perform work shall be an existing approved Spire contractor, or show a valid certification that conforms to requirements of the Alabama Service Commission.

5.2. Contractor shall install a new 8” HDPE gas main along the North side of Sixth Avenue West. The new main will tie into an existing 8” gas main located at the North East corner of the intersection Sixth Avenue West & Frankford Avenue (location described by 85°58'9.214"W 33°37'34.852"N), and end at north east of Building 31 (location described by 85°58'23.57"W 33°37'38.36"N). See attached Drawing.

5.3. All installed gas line shall be buried a minimum of 42” as measured from the top of the line to ground level. See the “Buried Line Detail” in the provided drawing.

5.4. At the intersection of Sixth Avenue West & Frankford Avenue the 8” HDPE line shall tie in using either an 8” DR9 HDPE electrofusion tapping tee, or an electrofusion tee, with an electrofusion 8” HDPE Poly Valve. A temporary bypass will be serviced with two 2” HDPE Electrofusion High Volume Tapping Tees and serviced with a Temporary 2” HDPE bypass line. Pinching off of the 8” line is acceptable in lieu of the bypass, if the new tie-in carried out within 4 hours, and it can be determined that gas usage is low. ANAD will be responsible for any relighting of equipment that is required.

5.5. The 8” HDPE Line will end North of Sixth Avenue West at the location described in

5.3 using a 8” DR9 HDPE Poly Valve and then continue a minimum of 12” to a 8” DR9 HDPE Cap for a future tie-in. An 8” DR9 HDPE Tee with an 8”x4” DR9 HDPE reducer, or an electrofusion 8” to 4” Tapping Tee, will feed a 4” HDPE line to serve Building 31.

5.6. Three piece 5-1/4” Cast Iron Valve Boxes shall be installed over all underground valves to grade. Valve boxes will be surrounded with a 3’x 3’x 6” thick steel reinforced concrete pad poured to grade.

5.7. The Contractor shall use Horizontal Directional Drilling to place the 4” gas main under the Sixth Avenue West roadway, and the adjacent railroad tracks to supply a regulator station installed between the rail road tracks and the concrete drive adjacent to the North East of Building 31. Horizontal Directional Drilling shall be used from that point to the North East wall of Building 31.

5.8. A 1st Cut Regulator Station shall be installed between the rail road tracks and the concrete drive adjacent to the North East of Building 31. Six 6” sch. 40 Diameter Bollards filled with concrete, which conform to the ANAD Installation Guide, shall be installed around the 1st Cut station in such a way so that a vehicle will not be able to enter within the confines of the Regulator Station. More bollard shall be used if the dimension between bollards exceeds 40”.

5.9. Steel 4” Fusion Bond Epoxy w/ PC .237 WallX52 ERW Pipe shall be utilized from the north side of the railroad tracks to the regulator station and from the regulator station to the North-East wall of Building 31. Thrust bore kits will be used at all joints. The 1st Cut Regulator Station shall be configured for two Mooney Regulators (regulators will be installed at a later date) configured for wide open monitoring with a relief valve stack. Three temporary skillets will be installed after pressure testing.

5.10. Contractor shall stub up a 4” steel gas main with an installed steel plug valve. The plug valve shall have a blank flange installed for a future service regulator three feet above grade adjacent to the north side wall of Building 31 between the ac unit and the side walk located at the Northeast corner of the building.

5.11. The upstream side of the 1st Cut Station will be pressure tested for a ≥ 24 hours at ≥ 200 psi and the downstream side of the 1st cut station shall be tested for ≥ 24 hours at ≥ 100 psi.

5.12. All steel line will be bonded at two locations with 17 pound anodes.

5.13. A coated 10 GA. solid strand copper wire shall be installed with all HDPE Lines. It shall be grounded with a 1 lb. anode every ≤500'. This line will be bonded to the existing wire laying with the existing 8" HDPE pipe. The wire shall be accessible in all valve boxes so that locator leads can be utilized in the future.

5.14. The Contractor shall clean all areas affected by work and all debris shall be removed from the work areas and disposed into an ANAD provided dumpster.

6. REQUIREMENTS

6.1. Contractor shall provide a draft DD 1354 minimum of 30 days prior to project completion to COR for Real Property Coordination. Final DD 1354 shall be submitted on or before project completion date to same.

6.2. All equipment and associated parts installed by the Contractor shall remain the property of the Government and shall at no time be removed from ANAD without approval.

6.3. Contractor shall prepare and submit with its proposal a critical path method schedule (preferably in Gantt chart or MS Project format) with target dates and milestones which shall, at a minimum, meet the above identified days for completion.

6.4. The Contractor shall not proceed with any verbal or written change(s) to the scope of work from sources other than the Contracting Officer, who will provide changes in writing.

7. PROJECT SUBMITTALS

7.1. Contractor shall provide one hard copy and one electronic copy of all submittals to the

COR, courtesy copying Contract Specialist for review and approval prior to construction.

All submittals shall be in PDF format as well as hard copies as required.

7.2. List of Submittals:

7.2.1. Site Specific Safety Plan.

7.2.2. Quality Control Plan

7.2.3. Project Schedule.

7.2.4. Warranty Provisions.

7.3. The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the Q895-19 Natural Gas Supply Line for Building 31 via a secure data collection site. The contractor is required to completely fill in all required data fields using the following web address:

http://www.ecmra.mil/. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2013.

Contractors may direct questions to the help desk at help desk at: http://www.ecmra.mill.

8. FINAL ACCEPTANCE

8.1. Upon completion of the project, the Contractor must schedule a Final Inspection walkthrough with the COR to the satisfaction of the Government. This final project walkthrough must demonstrate that all contract work has been completed, including any deficiencies known to exist in accordance with the contract and scope. Once all contract work has been fulfilled, project acceptance will be granted.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 18-Sep-2019 10:00 AM to 24-Sep-2019 10:00 AM.

(End of Summary of Changes)