AMEND_0002.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: a) revise the Bid Schedule; b) answ er contractor's inquiries; and c) revise Plans and Specification Section. This Amendment continues on the next page.

B. Bid Opening date and time remains unchanged at 22 September at 1:00 p.m. CST.

C. All other terms and conditions remain unchanged.

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

1. CONTRACT ID CODE PAGE OF PAGES

J 1 24

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

16C. DATE SIGNED

BY 18-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 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

18-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 0002

D. CHANGES TO SPECIFICATION SECTION: Specification Section 01 22 00, Measurement and Payment – Paragraph 1.2.4.1 was revised to include payment for the 4” piping for the wet well and portable pump connection. Contractors shall replace pages of Specification Section 01 22 00 with the revised Section pages incorporated hereunder this Amendment.

E. CHANGES TO PROJECT PLANS: Drawing Nos. G-002, C-100, C-300, and C-301 have been revised as indicated on the enclosed drawings to provide clarity and additional design details. Drawing Nos. C-302, C303 and C-503 have been added to the solicitation document and is incorporated hereunder this Amendment.

F. REVISIONS TO PLAN SECTION: Plan Sheets G-002, C-100, and C-300 have been revised. Plan Sheets C-302, C-303, and C-503 have been added to the Plan Section.

G. REVISED BID SCHEDULE: The Bid Schedule has been revised and is attached hereunder this Amendment. Contractors shall record their bids on the revised bid schedule attached.

H. SECTION 00700: Section 00700 has been revised to update Index Sheets list.

I. RESPONSE TO CONTRACTOR’S INQUIRIES: Provided below are the USACE’s responses to contractor’s inquiries:

QUESTION #1: What wall thickness is required for lift station wet well?

USACE’S Response to Question #1: The wet well structure is to be precast per specification section 01 22 00 paragraph 1.2.4, and the wall thickness will be determined by the pre-casting company.

QUESTION #2: What is the size and spacing for the reinforcement bar in wet well walls?

USACE’S Response to Question #2: The wet well structure is to be precast and the reinforcement steel in the walls will be determined by the pre-casting company as per specification section 03 40 00.00 10.

QUESTION #3: What diameter is the new flow meter structure at force main discharge location? Detail on Sheet 21 scales 7' diameter. 4" flow meter structure at lift station indicated as 6' diameter. Please clarify if 6' diameter is acceptable?

USACE’S Response to Question #3: The inside diameter of the new flow meter structure is 7.0 feet.

This size is required to provide adequate straight pipe upstream and downstream of each flow meter.

Therefore, a 6.0 feet inside diameter structure is not acceptable. The 7.0 feet inside diameter has been added as a note to drawing sheet C-503, a copy of which is attached.

QUESTION #4: Is directional drilling of 8" force main along flow equalization basin acceptable?

USACE’S Response to Question #4: As stated by Additional Note F on drawing sheet G-002, the 8" force main along the west side of the existing flow equalization basin can be installed by horizontal directional drilling, provided the C-900 PVC pipe joints are properly restrained to prevent separation during installation.

QUESTION #5: I am looking to find out if the proposed project at Hermits Lake is still proceeding. I have heard that the project might be on hold. We were putting a proposal together for this work. Can you please confirm?

USACE’S Response to Question #5: This Solicitation has never been on hold – please provide a bid by the due date and time which is 22 September 2014 NLT 1:00 p.m.

QUESTION #6: Any jack and bore of steel casing pipe needed?

USACE’S Response to Question #6: Jack and bore of steel casing pipe will not be needed.

REVISED BID SCHEDULE

(AMENDMENT 0002)

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Mobilization to the Project Site

FFP

Under this line item, the contractor will be compensated for the totality of its activities/"tasks" needed to mobilize its equipment and labor force to the project site.

Payment Provisions:

The Government will pay all costs for the mobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer or its Representative may require the Contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there's no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

PURCHASE REQUEST NUMBER: W81G6641827885

NET AMT

0002 1 Job Demobilization from the Project Site

FFP

Under this line item, the contractor will be compensated for the totality of its activities/"tasks" needed to demobilize its equipment from the project site to include associated labor costs.

Payment Provisions:

The Government will pay all costs for the demobilization of all of the Contractor's plant and equipment at the lump sum price for this item. The Contracting Officer or its Representative may require the Contractor to furnish cost data to justify its bid price for this item if the Contracting Officer deems there's no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the Contracting Officer will result in payment determined by the Contracting Officer of the actual costs, which is not subject to appeal.

0003 1 Job

PROVIDE PROJECT SIGN AND SAFETY SIGN

FFP

0004 1 Each

PRECAST CONCRETE METER STRUCTURE

FFP

AT NEW PUMP STATION

0005 1 Each

PRECAST CONCRETE RETURN FLOW VALVE AND

METER STRUCTURE AT PUMP STATION

0006 1 Each

PRECAST CONCRETE MANHOLE OVER EXISTING

12" SANITARY SEWER, TYPE C-4

0007 1 Each

PRECAST CONCRETE AIR RELEASE VALVE

FFP

STRUCTURE

0008 1 Each

PRECAST CONCRETE FLOW EQUALIZATION

RETURN MANHOLE, TYPE C-4

0009 1 Job

PRECAST CONCRETE PUMP STATION

FFP

WET WELL

0010 1 Job

1-ROOM PREFABRICATED PUMP STATION

FFP

CONTROL BUILDING

0011 1 Job

EMBANKMENT FILL FOR PRIMARY FLOW

FFP

EQUALIZATION BASIN

0012 3,000 Linear

Foot

HORIZONTAL DIRECTIONAL DRILLING, FORCE

MAIN, 6" DIA. HDPE, PIPE, DR 9

0013 115 Linear

FORCE MAIN, 6" DIA HDPE, PIPE, DR 9, BY

OPEN TRENCH METHOD

0014 8 Linear

6" RESTRAINED JOINT DI

PIPE FOR AIR RELEASE VALVE

0015 1 Each

AIR RELEASE VALVE

0016 1 Each

8" PLUG VALVE WITH MOTORIZED OPERATOR

0017 3 Each

4" PLUG VALVE, MANUAL OPERATOR

0018 2 Each

4" MAGNETIC FLOW METER

0019 110 Linear

12" DIAMETER SAN SEWER & FLOW

EQUALIZATION ON TRANSFER PIPE, SDR 35 PVC

0020 15 Linear

12" DIA. CONNECTION AND RISER PIPE FOR

FLOW EQUALIZATION TRANSFER PIPE, SCH 80 PVC

0021 1 Each

12" DIAMETER X 90 DEGREE ELBOW

FFP

FOR FLOW EQUALIZATION TRANSFER LINES, SCH 80 PVC

0022 182 Linear

8" DIA. FLOW EQUALIZATION RETURN PIPE,

SDR 35 PVC

0023 2 Each

8" FLAP VALVES IN MANHOLE STRUCTURES

FFP

FOR FLOW EQUALIZATION

0024 287 Linear

8” DIAMETER FLOW EQUALIZATION

INLET FORCE MAIN, PVC C-900 PIPE

0025 3 Each

LINER PENETRATION AND PIPE SUPPORT

FFP

FACILITIES IN THE PRIMARY AND SECONDARY FLOW EQUALIZATION

BASINS

0026 8 Each

FORCE MAIN TRACER WIRE ACCESS BOX

0027 1 Lot

PERFORMANCE & PAYMENT BONDS

FFP

ASSOCIATED WITH LINE ITEMS 0001 THROUGH 0026

THIS IS A COST-REIMBURSABLE LINE ITEM - The Government will reimburse the Contractor for the actual cost of acceptable performance and payments bonds, upon receiving evidence of payment (paid invoice) from the bonding company or agency, not to exceed the total amount of the contract line item. The Government will not pay more than the total line item amount for the performance and payment bonds. If the actual cost of the bonds is less than the line item amount, the contract will modified to adjust the line item accordingly.

Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes.

OPTION OPTION 1 WORK ITEMS

FFP

ADDs increase to Bid Item 0010 only Prefabricated Pump Station Control Building

This Item identifies information that relates directly to Sub-Items 0028AA through 0028AB; it is not to be scheduled separately for delivery, identified separately for shipment or performance, or priced separately for payment purposes. In that regard, Bidders shall set forth its pricing at Sub-Items to Sub-Items 0028AA through 0028AB.

0028AA 1 Job

OPTION 2-ROOM PREFABRICATED PUMP STATION

CONTROL BUILDING

0028AB 1 Lot

OPTION PERFORMANCE AND PAYMENT BONDS

FFP

ASSOCIATED WITH LINE ITEM 0028

THIS IS A COST-REIMBURSABLE LINE ITEM - The Government will reimburse the Contractor for the actual cost of acceptable performance and payments bonds, upon receiving evidence of payment (paid invoice) from the bonding company or agency, not to exceed the total amount of the contract line item. The Government will not pay more than the total line item amount for the performance and payment bonds. If the actual cost of the bonds is less than the line item amount, the contract will modified to adjust the line item accordingly.

Adjustment(s) to the line item will also be made for any revisions to the actual

OPTION OPTION 2 WORK ITEMS

FFP

FLOW METERING AT FORCE MAIN DISCHARGE LOCATION

This Item identifies information that relates directly to Sub-Items 0029AA through 0029AF; it is not to be scheduled separately for delivery, identified separately for shipment or performance, or priced separately for payment purposes. In that regard, Bidders shall set forth its pricing at Sub-Items to Sub-Items 0029AA through 0029AF.

0029AA 1 Each

OPTION PRECAST CONCRETE METER STRUCTURE AT

FORCE MAIN DISCHARGE LOCATION

0029AB 40 Linear

OPTION 4" DI PIPE FOR FORCE MAIN DISCHARGE

MASTER INSTALLATION

0029AC 7 Each

OPTION 4" RESTRAINED MECH. JOINT

FFP

DI FITTINGS AT FORCE MAIN DISCHARGE METER STRUCTURE

0029AD 4 Each

OPTION 4" PLUG VALVE, MANUAL OPERATOR

0029AE 2 Each

OPTION 4" MAGNETIC FLOW METER

0029AF 1 Lot

OPTION PERFORMANCE AND PAYMENT BONDS

FFP

ASSOCIATED WITH LINE ITEMS 0029AA THROUGH 0029AE

THIS IS A COST-REIMBURSABLE LINE ITEM - The Government will reimburse the Contractor for the actual cost of acceptable performance and payments bonds, upon receiving evidence of payment (paid invoice) from the bonding company or agency, not to exceed the total amount of the contract line item. The Government will not pay more than the total line item amount for the performance and payment bonds. If the actual cost of the bonds is less than the line item amount, the contract will modified to adjust the line item accordingly.

Adjustment(s) to the line item will also be made for any revisions to the actual

OPTION OPTION 3 WORK ITEMS

FFP

SECONDARY FLOW EQUALIZATION WORK

This Item identifies information that relates directly to Sub-Items 0030AA through 0030AG; it is not to be scheduled separately for delivery, identified separately for shipment or performance, or priced separately for payment purposes. In that regard, Bidders shall set forth its pricing at Sub-Items to Sub-Items 0030AA through 0030AG.

0030AA 85 Linear

OPTION 12" DIA. SAN. SEWER AND FLOW

EQUALIZATION TRANSFER PIPE, SDR 35 PVC

0030AB 24 Linear

OPTION 12" DIA. CONNECTION AND RISER PIPE FOR

FLOW EQUALIZATION TRANSFER PIPE, SCH 80 PVC

0030AC 2 Each

OPTION 12" DIA. X 90 DEGREE ELBOW FOR

EQUALIZATION TRANSFER LINES, SCH 80

0030AD 30 Linear

OPTION 8" DIA. FLOW EQUALIZATION RETURN PIPE,

SDR 35 PVC

0030AE 3 Each

OPTION LINER PENETRATION AND PIPE SUPPORT

FFP

FACILITIES IN THE PRIMARY AND SECONDARY FLOW EQUALIZATION

BASINS

0030AF 1,972 Square

Yard

OPTION HDPE LINER IN CONVERTED POLISHING

LAGOON FLOW EQUALIZATION BASIN

0030AG 1 Lot

OPTION PERFORMANCE AND PAYMENT BONDS

FFP

ASSOCIATED WITH LINE ITEMS 0030AA THROUGH 0030AF

THIS IS A COST-REIMBURSABLE LINE ITEM - The Government will reimburse the Contractor for the actual cost of acceptable performance and payments bonds, upon receiving evidence of payment (paid invoice) from the bonding company or agency, not to exceed the total amount of the contract line item. The Government will not pay more than the total line item amount for the performance and payment bonds. If the actual cost of the bonds is less than the line item amount, the contract will modified to adjust the line item accordingly.

Adjustment(s) to the line item will also be made for any revisions to the actual

TOTAL BID PRICE (LINE ITEMS 0001 THROUGH 0030AG)

SECTION 00010 - SOLICITATION CONTRACT FORM

CLIN 0017

The pricing detail quantity has increased by 1.00 from 2.00 to 3.00.

CLIN 0024

The CLIN description has changed from 8” Zero FLOW EQUALIZATION to 8” DIAMETER FLOW

EQUALIZATION.

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Sheet No. Reference No. Sheet Title 1 G‐001 Title Sheet 2 G‐002 General Notes, Legend & Survey information 3 C‐100 New Pump Station and Flow Equalization Site Plan 4 C‐101 Existing Wastewater Treatment Plant Demolition Site Plan 5 C‐200 New Pump Station and Flow Equalization Hydraulic Profile 6 C‐201 Dual Force Main Plan and Profile Sta. 0+00 to 3+87 7 C‐202 Dual Force Main Plan and Profile Sta. 3+87 to 7+74 8 C‐203 Dual Force Main Plan and Profile Sta. 7+74 to 11+61 9 C‐204 Dual Force Main Plan and Profile Sta. 11+61 to 15+48 10 C‐205 Dual Force Main Plan and Profile Sta. 15+48 to 19+35 11 C‐206 Dual Force Main Plan and Profile Sta. 19+35 to 23+22 12 C‐207 Dual Force Main Plan and Profile Sta. 23+22 to 27+09 13 C‐208 Dual Force Main Plan and Profile Sta. 27+09 to 31+20 14 C‐300 New Wastewater Pump Station Plan and Sections 15 C‐301 New Wastewater Pump Station Elevations 15 C‐302 New Option 1 Wastewater Pump Station Plan and Sections 16 C‐500 Flow Equalization Details 17 C‐501 Force Mains Details 18 C‐502 Force Main Details

19 C‐503 New Option 2 Force Main metering Structure detail

(End of clause)

(End of Summary of Changes)