R15PS00089_Amendment_No._005.pdf

(x)

R15PS00089

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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.

x

Boise ID 83706-1234 1150 N. Curtis Road, Ste. 100

R10

Acquisition Management Division Regional Office Pacific Northwest Region Bureau of Reclamation

06/19/2015000005

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

04/30/2015

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.)

Cle Elum Dam Fish Passage Facility Bridge and Access Roads, Yakima Project, Washington

See attached Amendment No. 005 instructions.

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)

Susan E. Kramer

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 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Solicitation No.R15PS00089 Cle Elum Dam Fish Passage Facility Bridge and Access Roads

Yakima Project, Washington Amendment 005

A. The time and date for receipt of proposals IS EXTENDED TO 2:00 P.M., local time, June 26, 2015.

IN ADDITION TO THE CHANGE IN DATE, PLEASE NOTE THE CHANGE IN TIME FROM

3:00 P.M. Mountain Time to 2:00 P.M. Mountain Time.

B. Acknowledgment: See block 11 above regarding how to acknowledge this amendment. The acknowledgment must be received at the place designated for receipt of offers (see block 8 of "Solicitation, Offer and Award” Standard Form 1442).

C. Offer Modification: See block 11 above if you have submitted your offer and now desire to modify or withdraw it.

D. Third Party: If you have given your copy of the solicitation to someone else, please forward this amendment accordingly.

E. NOTE: The following changes are hereby incorporated into the solicitation. Single-sided replacement pages are provided following this Standard Form 30 and changes are shown with left side bar or shaded text.

F. NOTE: Amendment No. 004 was issued June 11, 2015. When it was posted to www.fedbizopps.gov, the system-generated title was “Solicitation 2”, rather than Amendment No. 004. Please be aware of this, and make sure you review and acknowledge all amendments prior to submission of your offer.

G. In Amendment No. 004 instructions, paragraph F., the new drawing sheets identified as 49a, 49b, and

49c, are actually numbered 48a, 48b, and 48c. The numbers on these drawing sheets included in Amendment No. 004 are correct.

H. A list of attendees at the June 17, 2015, site visit is attached for your information.

I. In Section C, Description/Specifications/Statement of Work, the following specification pages and drawings are deleted and the attached revised specification pages and drawings are substituted therefore:

Remove Pages Insert Revised Pages 01 14 20-1 01 14 20-1 and 01 14 20-2 01 35 30-2 and 01 35 30-3 01 35 30-2 and 01 35 30-3 01 52 10-2 01 52 10-2 31 23 10-4 31 23 10-4 52 00 00-5 52 00 00-5

Attachments http://www.fedbizopps.gov/

Solicitation No. R15PS00089

Amendment No. 005

(Revised) 01 14 20 - 1

SECTION 01 14 20

RESERVOIR OPERATIONS AND CONDITIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the price schedule for other items of work.

1.02 RESERVOIR OPERATIONS DURING CONSTRUCTION

A. Cle Elum Dam and Cle Elum Reservoir are operated by Reclamation.

B. The existing fish passage flume within the spillway operates beginning when there is one foot of water against the spillway gates through July 1 of each year.

C. COR will provide seven days’ notice in the event that the spillway will be utilized to pass water. In the event of spillway utilization, equipment and materials must be removed upon notice from the COR.

D. The spillway gates are only operated during flood conditions, and if possible, access water is passed through the outlet works to avoid operation of the spillway gates.

E. Forecasting is made each year in an effort to prevent the reservoir from exceeding maximum reservoir surface elevation 2240 feet and prevent spillway operation.

1.03 RESERVOIR CONDITIONS

A. The existing radial gates leak water into the spillway when reservoir water level is at or above the bottom of the gates.

1.04 HYDROGRAPHS

A. Hydrographs are provided in Section 51 00 20 – Hydrographs.

B. The hydrographs in 51 00 20 – Hydrographs date back to 2008 and the spillway has not operated since 2008. Since the spillway has not been operated since 2008, the flows represented in the hydrograph are only from the outlet works and releases made through the temporary fish flume. The spillway was utilized infrequently for spills between initial construction and 2008.

1.05 SPILLWAY HYDRAULIC INFORMATION

A. Tailwater curves are provided in Section 51 00 30 – Tailwater Curves.

Amendment No. 005

(Revised) 01 14 20 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Amendment No. 005

(Revised) 01 35 30 - 2

c. Include resume with current telephone numbers of references, description of safety representative responsibilities, and copies of training certifications.

B. DELETED

C. DELETED

D. DELETED

01 35 30 - 3

1.05 APPLICATION

A. Contractor’s Onsite Safety Representative Authorities, Duties, and Responsibilities:

1. Responsible for effectively implementing the Contractor’s Safety Program.

2. The Safety Representative shall coordinate all emergency response activities.

3. Recommend controls for observed hazards or predicted hazards.

4. Full authorization to correct unsafe acts on the spot, including the authority to stop work to correct safety and health problems.

5. Lead weekly safety meetings at the jobsite.

6. Onsite, during any and all construction activities.

7. Assemble, review, and sign each Job Hazard Analysis (JHA).

8. Verify the correct use of respiratory protection and personal protective equipment.

9. Conduct and prepare weekly safety inspections in conjunction with the onsite government representative listing noted deficiencies, their abatement dates, follow up action. The report shall be available for review onsite.

10. Provide direct oversight and assemble a detailed report of all incident reviews, near-misses, accidents, and emergency response or rescue actions.

11. The Onsite Safety Representative may have other non-safety duties.

1.06 QUALITY ASSURANCE

A. Contractor’s Onsite Safety and Health Representative:

1. The effectiveness of the Contractor’s Onsite Safety Representative in prosecuting the safety program will be subject to continued review and approval by the COR.

2. Should the Contractor’s onsite safety representative’s effort be deemed insufficient the Contractor may be required to provide the services of a qualified, full-time safety and health professional, or CIH at no additional cost to the Government.

01 52 10 - 2

Solicitation No. R15PS00089

Reclamation.

1) Transfer shall not include equipment and contents identified in Articles 2.03 and 2.04.

PART 2 PRODUCTS

2.01 FIELD OFFICE

A. Provide permanent Government field office consisting of all requirements of this Section for the Government’s exclusive use throughout the period of this contract and afterwards. Provide field office in addition to and separate from any other office facilities provided by Contractor. Locate Government field office adjacent to the existing warehouse as directed by Reclamation. Field Office shall be ready for Government occupancy prior to beginning any other site work.

2.02 OFFICE FACILITY

A. Provide a new or like new portable-type office facility with not less than 800 square feet of floor area. Provide the office facility complete with equipment and furnishings as specified in this section.

B. Provide a completely finished, structurally sound, secure, weathertight enclosure for office facility with windows, floors raised above ground, securely fixed to foundation, with steps and landings at entrance doors.

C. Provide two phone lines.

D. DELETED.

D. Provide six operable windows.

E. Provide screens for windows.

F. Provide minimum of two doors with deadbolt type locking devices or a padlock and heavy duty hasp bolted to the door.

G. Furnish six sets of keys.

H. Securely fasten door hinge pins from inside.

I. Protect glass panels in windows by bars or heavy mesh to prevent easy access to the office through these panels.

2.03 EQUIPMENT

A. Provide and maintain the following:

1. Heating: Size to provide a minimum 70 degrees Fahrenheit inside temperature under the ASHRAE HSE winter outside design conditions applicable to the construction site location. Provide distribution system

31 23 10 - 4

1. Qualifications:

a. Contractor shall submit documentation that the Conveyance system construction team meets the following qualifications:

1) Designer: 5 years of experience successfully designing similar systems.

2) Fabricator: 5 years of experience successfully building similar systems.

3) Installer: 3 years of experience successfully installing similar systems.

b. Design plans shall be designed by a Professional Engineer licensed in the State of Washington.

C. Conveyance system must prevent the spillage of material into the spillway.

PART 2 PRODUCTS

2.01 EXCAVATED MATERIALS

A. Place excavated materials which are too wet for immediate compaction temporarily in stockpiles until moisture content is reduced sufficiently to permit them to be placed in embankment.

2.02 COMPACTED EMBANKMENT

A. Type and amount of material used for Compacted Embankment, and manner of depositing material shall be subject to approval by the COR.

B. Obtain and process embankment material from required excavations.

1. DELETED

C. Compacted Embankment shall contain no stones or gravel larger than 6 inches in diameter.

D. Material:

1. Thoroughly mixed and reasonably well-graded mixture.

2. Free of organic matter, construction debris, and trash.

3. Maximum Plasticity Index: 10.

4. Gradations:

52 00 00 - 5

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

32 10.5 – A1-2 Bridge Railing Type Pedestrian – Details 2 of 2

33 10.6 – A1-1 Bridge Approach Slab – Details 1 of 3

34 10.6 – A1-2 Bridge Approach Slab – Details 2 of 3

35 10.6 – A1-3 Bridge Approach Slab – Details 3 of 3

36 A-50.10-00 Embankment Widening at Bridge End with Wing Wall – Sheet 1 of 2

37 C-1 Beam Guardrail – Types 1 – 4 (W-Beam) – Sheet 1 of 2

38 C-1 Beam Guardrail – Types 1 – 4 (W-Beam) – Sheet 2 of 2

39 C-1b Beam Guardrail – Posts and Blocks – Sheet 1 of 2

40 C-1b Beam Guardrail – Posts and Blocks – Sheet 2 of 2

41 C-20.10-01 Beam Guardrail Type 31 – Sheet 1 of 1

42 C-20.15-01 Beam Guardrail Type 31 – Placement (Cases 4-31 & 5-31) – Sheet 1 of 1

43 C-22.45-00 Beam Guardrail Type 31 – Non-Flared Terminal – Steel Posts (Posted Speed – 40 MPH and Below) – Sheet 1 of 1

44 C-24.10-00 Guardrail Connection to Bridge Rail or Concrete Barrier – Sheet 1 of 1

45 C-25.20-05 Beam Guardrail (Type 31) – Transition Section – Type 21 – Sheet 1 of 1

46 C-7 Beam Guardrail End Sections – Sheet 1 of 1

47 C-7a Thrie Beam End Sections – Sheet 1 of 1

48 I-30.10-02 Silt Fence with Backup Support – Sheet 1 of 1

48a B-45.20-00 Drop Inlet Type 1 – Sheet 1 of 1

48b B-50.20-00 Grates for Drop Inlet – Sheet 1 of 1

48c B-70.60-00 Flared End Sections – Sheet 1 of 1