W91151-16-B-0016_P0002.pdf

0010787513 AMC007025P

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 respond to questions from industry, provide revised draw ings and schedule a second site visit.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

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

16C. DATE SIGNED

BY 12-Aug-2016

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 W91151-16-B-0016

X 9B. DATED (SEE ITEM 11)

28-Jun-2016

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 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

12-Aug-2016

CODE

MISSION AND INSTALLATION CONTRACTING CMD

MISSION CONTRACTING OFFICE (MCO)

BUILDING 1001, ROOM W103

1001 761ST TANK BATTALION AVE

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:

W91151-16-B-0016

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The offer guarantee has changed from is not required to is required.

The required response date/time 12-Sep-2016 02:00 PM has been added.

TABLE OF CONTENTS

The Table of Contents has changed from:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Exhibit A Tech Exhibit A -

Specifications

3313 11-JAN-2016

Exhibit B Tech Exhibit B - Drawings

7 26-MAY-2015

Attachment 1 Attachment 1 - Appendix A

111 11-JAN-2016

to:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Exhibit A Tech Exhibit A -

Specifications

3313 11-JAN-2016

Exhibit B Exhibit B - Drawings Revised

9 02-AUG-2016

Attachment 1 Attachment 1 - Appendix A

111 11-JAN-2016

The following have been added by full text:

SYNOPSIS - REVISED

PROJECT SYNOPSIS

Construct of Railroad Jack Pads

Project No. AMC007025P

DESCRIPTION OF WORK:

The work shall be located at the rail loading in spurs #11 and #12, located at the New Railhead Dr. on Fort Hood Texas. The exact location will be shown by the Contracting Officer. Loading spurs will not be occupied during performance of work under this Contract.

The purpose of this project is to construct railroad jack pads at rail loading spurs #11 and #12. Jack pads are required to perform railcar maintenance.

The following drawings are included as part of the Solicitation.

G -101 Cover Sheet and Index of Drawings C -101 Site Plan- Existing C -102 Site Plan Improvements C -103 Site Plan Improvements C -201 Plan View at Tracks C -501 General Notes and Slab Details C- 502 Proposed Section Details C- 503 Slab Details C- 504 Slab Details II

One set of solicitation documents, including plans, specifications, and miscellaneous data, will be furnished to the contractor in Adobe PDF format. After award, one set of Adobe PDF contract drawings and PDF specifications, and one set of MicroStation format drawings (if available) will be furnished to the Contractor on CD. Reference publications will not be furnished. Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

A project construction sign will not be required for this project. Contractor shall keep all permits and other documents required to be on the job site in a 3-ring binder or posed on a bulletin board within the construction area.

PERFORMANCE PERIOD: Barring any contingencies that arise during construction, the Government requires this project be completed within 120 calendar days. Completion is defined as completion of all contractual obligations.

The following have been deleted:

SYNOPSIS

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been modified:

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for--

19 August 2016, 9:00 am

(c) Participants will meet at--

DPW - Fort Hood Building 4610, Engineer Drive, QA Conference Room

Fort Hood, Texas 76544

From the Main Gate Entrance, proceed to the Santa Fe Avenue Overpass. At the second light, turn left onto Santa Fe Avenue. Continue along Santa Fe Avenue to Engineer Drive. Turn left at Engineer Drive and park in the DPW East Parking lot.

Enter Building 4610 at the East double doors and turn left to the waiting area.

c. Participants are asked to notify the Government of their intent to attend this site visit and pre-bid conference by sending an email to the Contract Specialist at the following email address. Information needed in the notification is: company name, address, POC name and email address or telephone number, and the names of attendees in the group.

d. Fort Hood is a closed access installation. All visitors must obtain a visitors’ pass at the Main Gate Visitors’ Center before being allowed on post. Consequently, participants should allow at least one or two hours prior to the site visit for obtaining this pass.

f. All questions resulting from the site visit must be submitted electronically to the email below prior to 4:00 PM CDT on 26 Aug 2016 to be considered:

roy.r.cantrell2.civ@mail.mil

g. Remarks and explanations made by the government representative during the course of the site visit, whether orally or in writing, shall not change or qualify any of the terms or conditions of the solicitation.

This same qualification applies to the written answers provided to the questions. The solicitation can only be changed by a formal written amendment issued by Mission and Installation Contracting Command – Fort Hood.

(End of provision)

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

RESPONSE TO INDUSTRY QUESTIONS

Install Railroad Jack Pads

Request for Information and Responses

1. How do we dig the proposed grade beam around existing ties?

Please see the revised plan drawing on sheet C‐201 and the revised detail section on sheet C‐502. The grade beam will be constructed at the edge (end) of the railroad tie.

2. General Bldg. Note #2 states the reinforced Steel is to be verified by the design engineer or a P.E. Is this to be done by DPW or will the contractor have to hire a P.E. to inspect the steel?

The recommendation by the Government is for the contractor to request DPW to inspect the reinforcement. Prior coordination of inspection time will be handled through the project COR. Please provide the government no less than one week’s notice to schedule the inspection.

3. Sheet C‐201 Typical Slab Plan View. Are there any beams on the interior slab and the exterior slab that is not next to the ramp slab?

The intermediate slab, as shown in the revised plan on sheet C‐201 and further depicted on sheet C‐ 502, will not have perimeter or interior beams. The ‘exterior slab’ and the ‘exterior slab adjacent to ramp’, as referred to in the drawings, will have perimeter and/or interior beams.

4. Sheet C‐201. Section references a sheet C503. Is there a sheet C503 or is that a misprint?

Sheet C‐503 was a misprint. However, the plan set has been revised and the correct references are shown.

5. The detail on Sheet C‐201 shows a beam along the tracks. Are we to cut and remove the cross ties in order to place the beam?

Please see the revised plan drawing on sheet C‐201 and the revised detail section on sheet C‐502 for clarification on beam locations. There will be no cutting of cross ties at any location.

6. Are the railroad ties to be removed in order to place 6” of select fill as per B‐5 on sheet C‐501?

No, the railroad ties will not be removed. The fill material will be placed around the track structure.

Please see the revised detail section on sheet C‐502 and the revised slab details on sheet C‐503.

7. There is no testing of sub grade or compaction testing so how do we determine if the slab will hold up to weight and shifting?

Please see the ‘General Notes and Slab Details’, sheet C‐501, in the revised plan set. As stated in the general notes A‐1, the concrete slabs and beams have been designed in accordance with the American Concrete Institute Building Code Provisions. Material and site testing is required for the subgrade, fill, and concrete per the general notes in Section B, C, and D. Concrete slump tests and concrete cylinders are also required per the general notes in section E.

8. Are railroad tracks made to shift or float with the movement of the train? If this is the case then how will the concrete not crack?

The concrete slab has been designed in accordance with the UFC 4‐860‐01FA Railroad Design and Rehabilitation dated 16 January 2004. Any shift or float in the railroad tracks resulting from the movement of the train has been addressed in the design. Please see the revised plan drawing set.

9. The concrete slab in the middle of the tracks appear to be setting on the railroad ties floating. Is this the proper application?

The concrete slab in between the tracks will be constructed partially on top of the railroad ties and partially on top of the compacted ballast. The concrete slab has been designed in accordance with the UFC 4‐860‐01FA Railroad Design and Rehabilitation dated 16 January 2004.

10. Who is responsible for the warranty of the materials if the train tracks are designed to shift or float?

The concrete slab has been designed in accordance with the UFC 4‐860‐01FA Railroad Design and Rehabilitation dated 16 January 2004. Any shift or float in the railroad tracks resulting from the movement of the train has been addressed in the design. The warranty of the materials will be the responsibility of the contractor. The contractor will be held responsible for any deficiencies resulting from the quality of the workmanship.

(End of Summary of Changes)