AMENDMENT_0003.pdf

W81G6641827885

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

SUBJECT: HERMITS LAKE PUMP STATION SECTION 219, LAKE COUNTY, IN

A. This Amendment is to: extend The Bid Opening date, change the Bid Opening Room and repost the Plans that w ere included in Amendment 0002. This Amendment continues on the next page.

B. The Bid Opening date and time has been changed to September 23, 2014 at 3:00 p.m. Therefore, bids are due no later than 3:00 p.m.

CST on September 23, 2014.

C. All other terms and conditions remains unchanged.

POC is Kim M. Beard at (312) 846-5378

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 19-Sep-2014

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 W912P6-14-B-0013

X 9B. DATED (SEE ITEM 11)

22-Aug-2014

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

19-Sep-2014

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:

W912P6-14-B-0013

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0003

D. BID OPENING ROOM: The Bid Opening Room has been changed to the Larry Green Conference Room located on the 15th floor at 231 South LaSalle Street, Suite 1500, Chicago, Illinois 60604.

In order to gain access, all interested participants must check in at the Security Desk in the lobby (Clark Street entrance) with a valid photo ID. The Security desk will issue an access card for gaining access to the USACE Main Office, Suite 1500.

Each visitor is required to check‐in at the USACE Main Office, Suite 1500, where they will be asked to sign‐in and will then be directed to the Bid Opening Room. All individuals intending to attend the Bid Opening must allow enough time to go through security and check in at the USACE office before being escorted to the Bid opening room.

(End of Summary of Changes)

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CERTIFIED BY:

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CONIFEROUS TREE

CONTROL POINT

DECIDUOUS TREE

FIBER OPTIC VAULT

GUY LINE

DRAINAGE INLET

POWER POLE

FOUND PROPERTY PIN

SANITARY MANHOLE

WATER METER

WATER SHUT OFF

WATER VALVE

LEGEND

FORCE MAIN

EXISTING SANITARY SEWER

PROPOSED SANITARY SEWER

FENCE

PROPERTY LINE

CULVERT PIPE

EXISTING GAS LINE

OVERHEAD LINE

EXISTING STORM SEWER

EXISTING COMMUNICATION LINE

FM

SS

x

SS

X

PL

CP

G x

OHL

SD

x

C x

POINT TABLE

POINT #

10147

10148

10277

10175

10230

10296

10382

10418

10503

10580

10652

RAW DESCRIPTION

PT C

PT I

PT B

PT E

PT F

TBM 1

TBM 2

PT D

PT A

PT B

PT A

PT H

PT J

PT K

PT L

PT P

PT Q

TBM 3

TBM 4

ELEVATION

713.059

724.550

719.024

737.240

720.361

721.200

739.336

726.513

712.971

719.021

712.968

739.150

739.150

752.550

763.120

760.930

756.269

760.371

756.314

NORTHING

2237753.9385

2238617.4820

2238047.1390

2238857.9660

2238154.8835

2238030.5604

2238967.5850

2238271.9392

2237917.5003

2238047.1360

2237917.4968

2238998.2630

2239251.7800

2239526.3710

2239965.5610

2240438.0940

2240420.1810

2240572.3870

2240417.1220

EASTING

2869347.9340

2869414.0130

2869334.5322

2869443.9530

2869278.9654

2869366.4755

2869446.4220

2869339.5437

2869162.1563

2869334.5300

2869162.1499

2869440.4410

2869247.9740

2869056.0860

2869052.7040

2869024.1270

2869276.2160

2869061.8860

2869564.0180

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GENERAL NOTES

1. ALL CONSTRUCTION ACTIVITIES ARE TO REMAIN WITHIN

THE PUBLIC R.O.W AND EXISTING WASTEWATER

TREATMENT PLANT PROPERTY

2. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE

TO BE RESTORED TO PRE-CONSTRUCTION CONDITION IN

ACCORDANCE WITH RESTORATION DETAILS ON SHEET 20

3. ANY WORK THAT AFFECTS PROPERTY OWNERS SHALL BE

COORDINATED WITH THOSE PROPERTY OWNERS.

4. ALL TREES ARE TO REMAIN UNDISTURBED UNLESS

OTHERWISE NOTED.

5. ALL PRIVATE LANDSCAPING AND MAILBOXES INSTALLED IN

PUBLIC RIGHT OF WAY ARE TO REMAIN UNDISTURBED.

ALERT ENGINEER IF A CONFLICT IS A NECESSITY.

6. NOTWITHSTANDING ANY OTHER CONTRACT

REQUIREMENTS, THE CONTRACTOR WILL NOT BE ENTITLED

TO ANY ADDITIONAL COMPENSATION FOR DELAYS

ASSOCIATED WITH THE COORDINATION OF OTHER

CONTRACTORS HIRED TO PROVIDE UTILITY SERVICES.

SURVEY NOTES

HORIZONTAL COORDINATE SYSTEM: INDIANA STATE PLANE

WEST, NAD83, US FOOT

VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88)

ADDITIONAL NOTES FOR SHEET C-100

A. REGARDING NEW SANITARY MH NO. 200:

a. MANHOLE SHALL BE 4 FEET INSIDE DIAMETER AND PRECAST CONCRETE WITH A PRECAST CONCRETE FLAT TOP

AND TYPE 4 ACCESS CASTING FRAME AND LID AND WITH WALL STEPS INCLUDED.

b. TOP OF ACCESS CASTING (RIM) ELEVATION SHALL BE REVISED FROM 713.50 TO 714.00.

c. THE ANTI-BACKWATER FLAP GATES ON THE ENDS OF THE TWO 8” PIPES SHALL BE ALUMINUM CONSTRUCTION

AND DESIGNED TO BE SECURED TO THE PLAIN END OF SDR 35 PVC PIPE.

B. REGARDING NEW SANITARY MH NO. 100:

a. REFER TO MANHOLE DETAIL ON SHEET C-501 WITH TYPE 4 ACCESS CASTING FRAME AND LID.

C. REGARDING NEW RETURN FLOW CONTROL VALVE AND FLOW METER MANHOLE AND PIPING:

a. REFER TO MANHOLE DETAILS ON SHEETS C-300 AND C-302.

b. MANHOLE SHALL BE PRECAST CONCRETE WITH A PRECAST CONCRETE FLAT TOP AND TYPE 4 ACCESS CASTING

FRAME AND LID AND WITH WALL STEPS INCLUDED.

c. 4 INCH DIAMETER PIPING SHALL BE CLASS 50 DUCTILE IRON THRU MANHOLE, WITH ONE ADJUSTABLE PIPE

SADDLE SUPPORT ANCHORED TO MANHOLE BOTTOM SLAB, IN THE MIDDLE OF THE PIPE SPAN.

d. 8 INCH DIAMETER PIPING SHALL BE CLASS 50 DUCTILE IRON THRU MANHOLE, WITH A 12 INCH DIAMETER

CONCRETE SUPPORT ANCHORED TO MANHOLE BOTTOM SLAB, NEXT TO THE FLOW CONTROL VALVE.

e. STRUCTURE AND PIPING ELEVATIONS: TOP OF ACCESS CASTING (RIM) = 716.00; 4 INCH DIAMETER PIPE

CENTERLINE = 711.00; 8 INCH DIAMETER PIPE INVERT = 707.50; TOP OF MANHOLE BOTTOM SLAB = 706.00.

D. REGARDING NEW FLOW METER MANHOLE AND PIPING:

a. REFER TO MANHOLE DETAILS ON SHEETS C-300 AND C-302.

b. MANHOLE SHALL BE PRECAST CONCRETE WITH A PRECAST CONCRETE FLAT TOP AND TYPE 4 ACCESS CASTING

FRAME AND LID AND WITH WALL STEPS INCLUDED.

c. 4 INCH DIAMETER PIPING SHALL BE CLASS 50 DUCTILE IRON THRU MANHOLE, WITH A 12 INCH DIAMETER

CONCRETE SUPPORT ANCHORED TO MANHOLE BOTTOM SLAB, IN THE MIDDLE OF THE MANHOLE.

d. STRUCTURE AND PIPING ELEVATIONS: TOP OF ACCESS CASTING (RIM) = 717.00; 4 INCH DIAMETER PIPE

CENTERLINE = 711.00; TOP OF MANHOLE BOTTOM SLAB = 709.50.

E. REGARDING THE NEW FLOW TRANSFER PIPE BETWEEN THE EXISTING NORTH AND SOUTH SLUDGE LAGOONS:

a. TRANSFER PIPE AND RISER PIPE AND FITTINGS SHALL ALL BE 8 INCH DIAMETER SCH. 80 PVC.

F. REGARDING THE NEW 8” FORCE MAIN BETWEEN THE FENCE AND FLOW EQUALIZATION BASIN:

a. FORCE MAIN INSTALLATION CAN BE BY HORIZONTAL DIRECTIONAL DRILLING IF DESIRED, PROVIDING THE C-900

PVC PIPE JOINTS ARE PROPERLY RESTRAINED TO PREVENT SEPARATION DURING INSTALLATION.

G. REGARDING ACCESS TO THE EXISTING WASTEWATER TREATMENT PLANT AT THIS LOCATION, IMMEDIATELY WEST

OF THE HERMITS LAKE WASTEWATER TREATMENT PLANT:

a. VEHICLE ACCESS TO THIS PLANT IS THRU THE HERMITS LAKE PLANT SITE AND SAID ACCESS MUST BE

MAINTAINED BY THE PROJECT CONTRACTOR, THROUGHOUT THE PROJECT.

b. THE NORTH SIDE OF THE EXISTING “CIRCLE” DRIVE AROUND THE HERMITS LAKE PLANT CAN BE USED FOR

VEHICLE ACCESS TO THIS OTHER PLANT.

c. THE PROJECT CONTRACTOR SHALL COORDINATE WITH THE OPERATOR OF THIS OTHER PLANT REGARDING TIME

PERIODS WHEN THE PLANT ENTRANCE ROAD FROM WHITE OAK DRIVE OR THE NORTH SIDE OF THE CIRCLE DRIVE

WILL BE IMPOSSIBLE DUE TO PROJECT CONSTRUCTION.

H. ELECTRIC CONDUIT THROUGHOUT THE PROJECT SHALL BE AS FOLLOWS:

a. UNDERGROUND - SCH. 40 PVC

b. INSIDE STRUCTURES AND ENCLOSURES - SCH. 80 PVC

c. OUTSIDE ABOVE GRADE - RIGID GALVANIZED STEEL

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OPTION 1 PUMP

STATION SITE PLAN

FOR DETAILS SEE

SHEETS 16 & 17

CONCRETE SIDEWALK

(SEE DETAILS SHEET 20)

PIPE BOLLARD, 2 TOTAL,

SEE DETAILS, SHEET 20)

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4" CL 250 DI 90°

EL w/ RESTR MJS

4" CL 250 DI TEE

w/ RESTR MJS

4" CL 250 DI 90°

EL w/ RESTR MJS

4" CL 250 DI TEE

w/ RESTR MJS

CL 250 DI PIPE TRANSITION

COUPLING w/ MJS

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CONCRETE MANHOLE

4" CL 250 DI TEE

w/ RESTR MJS

4" CL 250 DI TEE

w/ RESTR MJS

CL 250 DI PIPE TRANSITION

COUPLING w/ MJS

NOTES:

1. ALL 4" PIPE SHALL BE CL 50 DI.

2. PROVIDE FIELD TYPE FLANGES FOR CONNECTION OF 4" PIPE TO VALVE AND METER FLANGES.

3. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE INSTALLATION BY NIPSCO AND PROVIDE CONDUIT

FROM DISCONNECT SWITCH TO A DISTANCE OF NOT LESS THAN 3 FT. FROM PANEL ALONG SHOWN ALIGNMENT.

M

UNDERGROUND 115V ELECTRICAL SERVICE

CONDUIT AND CONDUCTORS BY NIPSCO

LOCATION OF ELECTRIC SERVICE AND METER INSTRUMENTATION

PANEL (SEE DETAIL THIS SHEET) (PART OF OPTION 2)

2' x 2' ALUMINUM

ACCESS HATCH

LOCATION

CONDUIT AND WIRES FROM EACH FLOW METER

TO EACH INSTRUMENTATION PANEL

EXISTING 6" HDPE SDR 9 IRON

PIPE SIZE FORCE MAIN

PRECAST OR CORE OPENINGS IN STRUCTURE WALL AND

PROVIDE NON-SHRINK GROUT ALL AROUND BETWEEN PIPE

AND OPENING, AS INDICATED (TYP.)

2 4" PLUG VALVE w/ FL MJS

4" MAG METER w/ FL MJS. TO BE SAME MAKE AND MODEL AS

METER USED IN NEW PUMP STATION FLOW METER MANHOLE.

CONCRETE PIPE SUPPORT: 12"Ø WITH 44 #4 VERTICAL REBAR WHICH ARE DRILLED

AND EPOXY-SET 6" INTO STRUCTURE BASE SLAB. ALSO PROVIDE #4 HORIZONTAL

REBAR, ALL AROUND, AT TWO (2) ELEVATIONS (TYP.)

5 PIPE SPOOLS

2 2

EXISTING 6" HDPE SDR 9 IRON

PIPE SIZE FORCE MAIN

A

4" CL 250 DI 90° EL WITH FL. JTS. ROTATE

FIELD FLANGE ON PIPE SPOOL TO DIRECT

FLOW DISCHARGE TOWARD OUTLET SEWER

PRECAST CONCRETE TOP

SLAB AS PER ASTM C-478

PRECAST CONCRETE BARREL

SECTION AS PER ASTM C-478

PRECAST CONCRETE BASE WITH EXTENDED

DIAMETER AS INDICATED FOR ANTI-FLOATATION

AS PER ASTM C-478

4" CL 250 DI 11

w/ RESTR MJS

EXISTING

MANHOLE

WALL STEPS (SEE STANDARD

MANHOLE DETAIL, SHEET 19)

CONDUIT AND WIRES FROM EACH FLOW

METER TO INSTRUMENT PANEL SUPPORT

FROM UNDERSIDE OF TOP SLAB.

SECTION A-A

SCALE: 1" = 2'

PLAN

ELECTRICAL SERVICE AND METER INSTRUMENTATION PANEL DETAILS

SCALE: 1" = 2'

OPTION 2BASE BID

NOTES

1. THIS PANEL IS PART OF OPTION 2.

2. ALL ITEMS FURNISHED AND INSTALLED BY CONTRACTOR UNLESS NOTED OTHERWISE BY NIPSCO.

ON

OFF

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ON

OFF

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OPTION 2BASE BID

CORE OR SAW-CUT OPENING IN STRUCTURE WALL AND PROVIDE

NON-SHRINK GROUT ALL AROUND BETWEEN PIPE AND OPENING

2' x 2' ALUMINUM ACCESS HATCH (HALLIDAY

PRODUCTS MODEL NO. S1R2424 OR EQUAL)

ELECTRIC CONDUIT THROUGHOUT THE PROJECT SHALL BE AS FOLLOWS:

a. UNDERGROUND - SHC. 40 PVC

b. INSIDE STRUCTURES AND ENCLOSURES - SCH. 80 PVC

c. OUTSIDE ABOVE GRADE - RIGID GALVANIZED STEEL

7.0 FEET INSIDE DIAMETER

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