AMEND-16-B-0014-CHGO_LOCK-IFB-0002.pdf

W81G6662165071

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

PRE-BID MEETING AND SITE VISIT; RE: INVITATION FOR BIDS W912P6-16-B-0014, "Chicago Harbor Lock Utility Relocation - Chicago, IL"

A. The Bid Opening Date & Time remains unchanged at 1:00pm (CDT) September 26, 2016 (bids must be submitted "prior" to 1:00p.m.).

Further details on bid submission is located in Section 00100 of the Solicitation document.

B. Bidders are hereby advised of the Pre-Bid Meeting and Site Visit, w hich is scheduled for 2pm (CDT) on September 15, 2016 at 108 N.

Streeter Drive, Chicago, IL 60611. There is a drivew ay just south of Navy Pier. Pull in to the gate and ask to go to the Chicago Lock.

Meeting held at the end of that drivew ay.

C. Bidders are hereby advised of revised draw ing sheets C-102, CS302, and M501 to reflect the nominal pipe size for w ater and sew er lines that w ere inadvertently omitted in the original submission.

-- continued on the follow ing pages--

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 14-Sep-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 W912P6-16-B-0014

X 9B. DATED (SEE ITEM 11)

26-Aug-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 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

14-Sep-2016

CODE

U.S. ARMY ENGINEER DISTRICT, CHICAGO

231 SOUTH LASALLE STREET SUITE 1500

CHICAGO IL 60604-1437

W912P6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P6-16-B-0014

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

D. BIDDERS SHALL COMPLETE THE PREAWARD SURVEY ENCLOSED HEREUNDER AND SUBMIT

WITH THEIR BID PACKAGES.

PREAWARD SURVEY INFORMATION

(RE: Subparts 9.104-1 and 9.105-1 of the Federal Acquisition Regulation)

CONTRACTOR: ___________________________________________________

SOLICITATION W912P6-16-B-0014, CHICAGO HARBOR LOCK –UTILITY RELOCATION –

CHICAGO, ILLINOIS

Please complete the below form to assist in the completion of a Pre-award Survey:

1. Month and Year started in business:______________________

2. Year and State Incorporated:____________________________

3. Key Personnel:

President/Owner :__________________________________

Vice President/Partner:______________________________

Secretary/Treasurer:________________________________

4. Number of Full-Time Employees:________________________

5. Surety:

Agency:__________________________________________

Agent:____________________________________________

Address, City & State:_______________________________________

Telephone#:_______________________________________

6. Insurance Company:

Agency:__________________________________________

Agent:____________________________________________

Address, City & State:_______________________________________

Telephone#:_______________________________________

7. Financial Institution Information:

Name of Bank:_____________________________________

Contact Person:_____________________________________

Address, City & State:_______________________________________

Telephone#:________________________________________

8. References: Provide the names and contact information of three references. Information obtained from references will be used to determine if you have been diligent in the following areas: a) Quality of Work; b) Timely Performance; c) Effectiveness of Management; d) Compliance with Safety Standards; and e) Compliance with Labor Standards.

9. Does your company have any ongoing projects that may cause a problem with completing or beginning performance of the subject project?

10. Does your company own the equipment to be used in this project or does it have the necessary resources to obtain the equipment?

END OF FORM

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®of Engineers

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5'-0"

PARKING LOT GRAVEL

SOIL

10'-0" MINIMUM

SEE NOTE 3

2" WATER SERVICE 4" SANITARY FORCE MAIN

DAYLIGHTING POINT DAYLIGHTING POINT

ON M-501

SUPPORT. SEE DETAIL

TYP. TUNNEL WALL

SEE SHEET M-501

TYPICAL GROUND SUPPORT.

TUNNEL

A M-501

S W SANITARY FORCE MAIN

SEE NOTE 5 SEE NOTE 5

TOP OF SOIL EL. 585.4'

PARKING LOT EL. 587.4'

INSULATED PIPE

ACCESS HATCH

WATER SERVICE TIE IN TO EXISTING HORIZONTAL RUNS

SANITARY FORCE MAIN TIE IN TO EXISTING HORIZONTAL RUNS

ABANDON IN PLACE. COORDINATE WITH COR

MATCH ADJACENT PIPE SUPPORT

SEE NOTE 1

INSULATED PIPE

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SECTION C

SCALE: 1/2" = 1' 0 2' 4'1'C-102

C

D1

SCALE: 1/2" = 1' 0 2' 4'1'

A1

SECTION B - WATER SERVICE AND SANITARY FORCE MAIN DAY LIGHTING POINTS

SCALE: 1/2" = 1' 0 2' 4'1'C-102

B

C-103

D SECTION D - WATER SERVICE AND FORCE MAIN PIER TIE-IN

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THE TOP OF PIPE IS 5' FROM GRADE. COR TO VERIFY.

APPROXIMATELY 5' HORIZONTALLY FROM THE 90° PIPE BEND OR WHEN

NEW UNDERGROUND WATER SERVICE AND SANITARY PIPING

TRACE INSULATED PIPING SYSTEMS TO END AND TRANSITION TO THE

APPROVED FOR WATERTIGHT BELOW GROUND INSTALLATION. HEAT

PROVIDE MANUFACTURER'S RECOMMENDED JACKETING COVERS 5.

REPLACE PARKING LOT GRAVEL AS NEEDED FOR NEW CONSTRUCTION.4.

PROVIDE MANUFACTURERS RECOMMENDED PIPE BEDDING. 3.

BE LOCATED WITHIN 3' OF ELBOWS.

PROVIDE APPROPRIATE PIPING SUPPORTS EVERY 10'. A SUPPORT SHALL 2.

EXISTING SYSTEM PER SPECIFICATION 23 07 00.

WATER AND SANITARY FORCE MAIN PIER TIE-IN POINTS. MATCH 1.

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5'-0"

EDGE OF PIPE

1'-0" EDGE TO

10'-0" BETWEEN SUPPORTS

10' MINIMUM

1'-0"

10'-0"

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®of Engineers

US Army Corps

4"X6" BASE POSTS

PIPE SUPPORT

4"X6" BASE POSTS

1'-6"

2'-0"

3'-0"

2'-0"

1 5/8"X1 5/8"X48" UNISTRUT(OR EQUAL) 1 5/8"X1 5/8"X48" UNISTRUT(OR EQUAL)

2 PIPE ARRANGEMENT

6" 6"

1'-0" (MIN.)

6"6"

SINGLE PIPE ARRANGEMENT

1 5/8"X1 5/8" UNISTRUT(OR EQUAL)

1 5/8"X1 5/8" UNISTRUT(OR EQUAL)

RUBBER ISOLATOR TYP.

SEE NOTE 3

RUBBER ISOLATOR TYP.

CONDUIT CLAMP

SEE NOTE 3

INSULATED PIPE, 8" JACKET, TYPICAL. SEE NOTE 1

NOTES:

CARRIER PIPE

POLYURETHANE FOAM INSULATION

1'-0"

9"

9" 1'-0"

1 1/2 " (TYP.)

1 1/2 " (TYP.)

5/16A M-501

TOP OF CONCRETE

P 12"X12"X1" ASTM A36 GALVANIZED

CUT TO FIT CONCRETE SLOPE

1/2"Ø ASTM F593 TYPE 316 STAINLESS THREADED ROD W/ HILTI HIT-RE 500 V3 ADHESIVE OR EQUAL (4 PER SUPPORT)

W6X25 ASTM A36 GR. 50 GALVANIZED

1 5/8" UNISTRUT(OR EQUAL)

RUBBER ISOLATOR TYP.

CANTILEVER SUPPORT

L

3/4" HEATING CABLE TUBE

8" INSULATION JACKET

1. INSULATED PIPE: PIPING, INSULATION, AND HEAT TRACE SHALL MATCH THE

SIZE AND MATERIAL OF THE EXISTING ABOVE GROUND INSULATED WATER

SERVICE AND SANITARY LINES. THE EXISTING PRE-INSULATED WATER

SERVICE PIPING CONSISTS OF A 2" COPPER CARRIER PIPE, 3/4" HEATING

CABLE TUBE, AND AN 8" JACKET. THE SANITARY FORCE MAIN CONSISTS OF A

3" CARRIER PIPE WITH THE SAME SIZE JACKETING AND CABLE TUBE. SEE THE

PIPE INSULATION AND HEAT TRACE DETAIL ON THIS SHEET.

2. INSTALL INSULATED HEAT TRACED WATER SERVICE AND SANITARY FORCE

MAINS PER SPECIFICATIONS 23 07 00.

3. CONCRETE SLABS TO BE REINFORCED AND POURED IN LOCATIONS WITH NO

EXISTING BASE FOR PIPE SUPPORTS.

INSULATED PIPE, 8" JACKET, TYPICAL. SEE NOTE 1

pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Chicago Lock Utilities Relocation\30000 - Preconstruction Engineering and Design\30AA0 Engineering and Design\Drawings\CAD_BIM\_Sheets\MECHANICAL DETAILS h6teckpc 9/7/2016 MicroStation

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SCALE: 3" = 1' 6"0 3" 1' A8

SCALE: 3" = 1' 6"0 3" 1'

PIPE INSULATION AND HEAT TRACE DETAILPIPE STRUCTURE SUPPORT DETAIL FOR NORTH TUNNEL SIDE WALL A6

SECTION

SCALE: 3" = 1' 6"0 3" 1'M-501

A

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ABOVE GROUND PIPE SUPPORTS

SCALE: 1 1/2" = 1' 1' 2'0 6"CS-302

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