W52P1J-17-R-5006_Amendment_1.pdf

PR 2011-5968

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

See Summary of Changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 10-Apr-2017

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 W52P1J-17-R-5006

X 9B. DATED (SEE ITEM 11)

14-Mar-2017

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

10-Apr-2017

CODE

ARMY CONTRACTING COMMAND ROCK ISLAND

3055 RODMAN AVENUE

ROCK ISLAND IL 61299-8000

W52P1J 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W52P1J-17-R-5006

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:

SOLICITATION AMENDMENT 1

The purpose of this Solicitation Amendment 1 is to:

1. Add clause 52.219-6, Notice of Total Small Business Set Aside, to the solicitation.

2. Remove the Option from this project, including the CLIN.

3. Add revised SOW dated 06 April 2017.

4. Extend the solicitation close date from 13 Apr 2017 to 27 April 2017. All questions must be submitted no later than 20 April 2017.

5. Attach the following attachments to the solicitation: Attachment 5, Sanitary Meter Flows dated 06 April

2017, Attachment 6, Sewage Pump Flows dated 06 April 2017, and Attachment 7, Sanitary 160ft 1 Inch dated 06 April 2017.

6. Provide answers to contractor submitted questions and included below.

Base Bid Questions:

Q1. "Can we get a bid extension?"

A1. The solicitation close date is being extended until Thursday, 27 April 2017. Questions may be submitted until

Thursday, 20 April 2017.

Q2. “Will the project duration start after permits are obtained?”

A2. The Scope of Work, Dated 06 April 2017 has been adjusted in Paragraph “1.1 Commencement, Prosecution, and Completion of Work.” Please reference the revised SOW dated 06 April 2017.

Q3. “How long can the pumps in the lift station be shut off for tie-in?”

A3. The Sanitary Collection system can hold slightly more than 140,000 gallons of sewage without impacting buildings. Flow varies widely when comparing weekdays verses weekends. Flood Stages (above 13ft) increase flow to the main sanitary lift station significantly. To a lesser extent Inflow & Infiltration during rain events also increases the flow to the main sanitary lift station. An excel spreadsheet showing flow meter reading (Reference

Attachment 5, Sanitary Meter Flows dated 06 April 2017) for a six month period from September 2016-February

2017 is included. The meter is typically observed and recorded at 7am each morning. Please reference Attachment

5, Sanitary Meter Flows dated 06 April 2017 and Attachment 6, Sewage Pump Flows dated 06 April 2017.

Q4a. “Can we get a plan of the existing route of the force main before it gets to the bridge abutment on the island side?”

Q4b. “ Is any utility plan information available showing the route of the existing sanitary force main between the north abutment of the viaduct and the pumping station building? The contract states it should be plugged at least every 500 feet when abandoned?”

A4. A drawing has been included as Attachment 7, Sanitary 160ft 1 inch dated 06 April 2017. The contractor should determine the exact location of the force main to be decommissioned prior to excavation.

Q5. “Can we get any soil borings close to the directional drill area?”

A5. There are no soil borings available for the Slough. Bedrock can be seen at the surface at areas around and west of BLDG204.

Q6. “Can Engineering fees be added as a line item under the two pipe runs?”

A6. No. Engineering fees should be included in your overall proposal and will not be included as a separate CLIN.

Q7. “Can there be added a comments and clarifications area on the bid form to explain our concept?”

A7. No. This solicitation is a for a design build project to be awarded to the lowest total evaluated price. The proposal you provide must be in accordance with the specifications outlined in the SOW. Designs will not be discussed during the proposal process, but will be reviewed during the submittal process with the contractor that receives the award.

Q8. “Is there any asbestos testing of the existing force main and wrapping that has to be removed from the bridge?”

A8. There are a couple of tests for just the Rock Island City end of the Asbestos Concrete pipe and for the insulating covering. The pipe contains asbestos, the insulation does not. It is possible that the structural steel will contain lead paint.

Option Questions, Provided for Informational Purposes Only:

Q9. “Where do we end the pipe on the island side; In a gate well or at the slough?”

A9. The option has been deleted from this project.

Q10. “How long can the tank road be closed?”

A10. The option has been deleted from this project.

Q11. “Do we pipe burst through the lock wall?”

A11. The option has been deleted from this project.

Q12. “Has the existing pipe been televised? If so, can this be shared with the Contractors?”

A12. The option has been deleted from this project.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 13-Apr-2017 10:00 AM to 27-Apr-2017 10:00 AM.

CLIN 0002

This CLIN has been renumbered to CLIN 0003.

The CLIN description has changed from OPT 1 - GRAVITY STORM SEWER to DELETED - OPT 1 -

GRAVITY STORM SEWER.

The CLIN extended description has changed from:

Option 1 - Gravity Storm Sewer in accordance with the scope of work.**Please provide a price breakout on the spreadsheet and submit with the proposal.1) Labor hours and rates for each labor category.2) Unit prices and quantities of material and equipment costs.3) Subcontractor costs.4) Overhead and Profit.5) Other Costs.

To:

THIS CLIN HAS BEEN DELETED.Option 1 - Gravity Storm Sewer in accordance with the scope of work.**Please provide a price breakout on the spreadsheet and submit with the proposal.1) Labor hours and rates for each labor category.2) Unit prices and quantities of material and equipment costs.3) Subcontractor costs.4) Overhead and

Profit.5) Other Costs..

CLIN 0003

This CLIN has been renumbered to CLIN 0002.

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been added by reference:

52.219-6 Notice Of Total Small Business Set-Aside NOV 2011

(End of Summary of Changes)