Amend__1.pdf

(x)

13-235-SOL-00013

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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 ACKNOWLEDGEMENT 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.

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Sacramento CA 95814 650 Capitol Mall, Suite 7-100 John E Moss Federal Bldg California Office of the Director

CA 11-E1607/16/2013000001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers 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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

07/16/2013

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

THIS AMENDMENT PROVIDES THE FOLLOWING INFORMATION:

1. REVISED BID SCHEDULE (THERE WAS A TYPO OF TWO #8'S)

2. QUESTIONS & ANSWERS FROM THE ORGANIZED SITE VISIT

3. REVISION TO SPEC SECTION 16901

4. SPECIAL PROVISIONS ADDED TO SECTION C

5. SIGN-IN SHEET FROM THE ORGANIZED SITE VISIT

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

HARRY J. WEISS

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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.

Electronically Signed 08/08/2013

Colusa Community Sewer Collection System Improvements IHS Project CA 11-E16

Bid Schedule (REVSIED)

The following Bid Schedule is based on estimated quantities required to meet the specifications.

The total extended prices shall be used for bid evaluation purposes only. The actual amount to be paid by the Government under the contract shall be computed on the actual quantities installed at the unit bid prices awarded.

Item Item Description UNIT QTY

UNIT

PRICE

TOTAL

PRICE

1 Mobilization and Demobilization LS 1

Section 02100

2 Dewatering Wells EA 5

Section 02241

3 Dewatering Pump System HR 480

Section 02241

4 Erosion and Sediment Control LS 1

Section 02370

5 Sewer Service Line Pipe and Fittings LF 2100

Section 02538

6 Two-Way Service Line Cleanouts EA 26

7 Service Connection EA 26

8 2" HDPE Low Pressure Sewer Main and Fittings LF 930

Section 02539

9 Grinder Pump Station EA 4

10 Spare Grinder Pump Core EA 2

11 1 1/4" Low Pressure System Service Line LF 343

12 Low Pressure System Lateral Assembly EA 4

13 Low Pressure System Terminal Flushing Assembly EA 1

14 Septic Tank Abandonment EA 26

Section 02540

15 Sanitary Sewer Main LF 3408

Section 02730

16 Sewer Main Cleanout EA 1

Section 02730

17 Manholes and Covers EA 18

Section 02731

18 Lift Station EA 1

Section 02732

19 4" HDPE Sewer Force Main Pipe and Fittings LF 1790

Section 02734

20 Sewer Force Main Cleanouts EA 3

Section 02734

21 Saw-Cutting Asphaltic Pavement LF 30

Section 02740

22 Asphalt Pavement and Curbing CY 1.5

Section 02740

23 Chain Link Fencing and Gates LF 86

Section 02830

24 Electrical Service LS 1

Section 16100

TOTAL

Questions & Answers

1. Is there a geotechnical or soils report?

No

2. Will data from ground water monitoring wells be provided?

Yes

3. Will substitutions be permitted for a fiberglass lift station wet well?

No

4. Is there tracer wire on the water mains?

There are drinking water mains and water mains for fire suppression. There may be tracer wire on some of the existing water mains. The best available as-built/record drawing information for existing utilities has been shown on the contract drawings. The Contractor will need to coordinate with the Tribe (owner of the water system) for more specific requests to locate the existing water mains during construction.

5. What underground utilities are in the area?

In addition to the existing water mains, there are natural gas pipelines owned by PG&E, phone lines and power lines. All but one residential home has propane gas. Propane gas lines run directly from the propane tanks to the gas line entrance at each home. Again, existing utilities are identified on the drawings based on available information. There is a new power line installed in 1” conduit in the alley near station 7+00 on Line B. It is buried approximately 18” to 24” deep.

6. Can the dirt road be used to access the lift station project area?

Yes, but only during construction of the lift station. It must be noted that this road is actively used by the Tribe for agricultural purposes. Also, there is a day care nearby and traffic needs to be minimized in this area.

7. Do excavations need to be covered at the end of the day?

Yes, under no circumstances shall excavations remain open when work is not in progress or unattended. Excavations shall be backfilled at the end of the day or proper trench plates must installed to the satisfaction of the COR. Safety is a major concern and the Contractor needs to be aware that the work takes place in an active residential area with a community day care.

8. How are the individual pump/sump (E1 units) powered?

Each unit will be connected to power at the houses electrical panel.

9. In reference to Section 02010, 3.7, who supplies the surveying?

The contractor is responsible for supplying the surveying.

10. Regarding dewatering, is there an existing storm drain system that is close to the pump station site that would drain to the existing retention basin? If not, will we have to hard pipe? What route would be acceptable?

There is not a location nearby that can receive water. An extensive header pipe system will be required to get to the discharge point. There is a discharge point about 800 to 1,000 feet away from the lift station location. Water will need to be piped to that location.

11. Is this strictly a price based bid, or is there a value/performance part of the bid? I can’t see that there is anything besides price, but wanted to make sure. Will there be a public opening and results?

Award will be made to the lowest priced responsible bidder whose bid conforms to the solicitation. The bid opening and bid results will be public.

Specification Revisions

SECTION 16901

LIFT STATION CONTROL PANEL

Section 2.2 (A) (2) is changed

From:

2. Each starter shall be magnetic, full voltage, three phase, three pole, non-reversing, 208 volt, 60 Hz and NEMA Size as shown on the drawings and as appropriate for HP rating.

To:

2. Each starter shall be magnetic, full voltage, three phase, three pole, non-reversing, 230 volt, 60 Hz and NEMA Size as shown on the drawings and as appropriate for HP rating.”

Special Provisions

The following is added to section C:

C.11 SECURITY REQUIREMENTS

The contractor will be required to register all workers with the Colusa Indian Community Council. All workers will be required to wear a security badge at all times while working on-site.

C.12 PHOTOGRAPHY

No photography will be allowed other than the construction work site.

C.13 DISRUPTION OF SERVICES

The contractor shall minimize the disruption of sewer services to the maximum extent practicable. The services at the daycare center shall not be disrupted during normal business hours. The hookup for the daycare center shall be performed during non-business hours or on a weekend. The coordination of hookup at the daycare center shall be coordinated with the Contracting Officer’s Representative.

C.14 DUST CONTROL

The Contractor shall use the product Dust-Off for dust control on all gravel and dirt roads that are disturbed due to construction related activities.

C.15 LANDSCAPING

Lawns and landscaping that are disturbed need to be re-sodded and returned to their original condition.