R16PS00864_-_SJ_Hatchery_Water_Supply_Pipeline.pdf

U.S. Department of the Interior SPECIFICATIONS Bureau of Reclamation Technical Service Center Denver, Colorado FEBRUARY 2016

Solicitation No. R16PS00864 Specifications No. 20-C0855

San Joaquin Hatchery Water Supply Pipeline

Friant Division – Central Valley Project, California

R16PS00864 – San Joaquin Hatchery Water Supply Pipeline Spec. No. 20-C0855

TABLE OF CONTENTS

SECTION A - Solicitation, Offer and Award Form (SF 1442)

SECTION B - Pricing Schedule

SECTION C - Specifications/Appendices

SECTION D - Packaging and Marking

SECTION E - Inspection and Acceptance

SECTION F - Deliveries or Performance

SECTION G - Contract Administration Data

SECTION H - Special Contract Requirements

SECTION I - Contract Clauses

SECTION J - List of Documents, Exhibits, and Other Attachments

SECTION K - Representations, Certifications and Other Statements of Offerors

SECTION L - Instructions, Conditions and Notices to Offerors

SECTION M - Evaluation Factors for Award

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

Bureau of Reclamation

Mid-Pacific Region

Regional Office Division of Acquisition Services

R20

2800 Cottage Way, Room E-1815

Sacramento CA 95825-1898

Bureau of Reclamation - MP Regional Office

Attn: Matthew T. Byrne, Contracting Officer 2800 Cottage Way, Rm. E-1815, Federal Bldg.

Sacramento, California 95825-1898

Matthew Byrne 916-978-5126 x

06/15/2016

R16PS00864

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

A. Title: San Joaquin Hatchery Water Supply Pipeline

B. Work Site Location: The work is located Friant Dam, approximately 17 miles northeast of Fresno, California, on the San Joaquin River.

C. Site Visit Information: See Section L, FAR 52.236-27, Site Visit (Construction) -

Alt. 1

D. Estimated Price Range: The estimated cost of this project is between

$1,000,000.00 and $5,000,000.00

E. Set-Aside Information: This requirement is restricted to Service Disabled Veteran

Owned Small Business concerns using NAICS 237990 and applicable size standard of

$36.5 million. FAR Clause 52.219-27, "Notice of Service-Disabled Veteran-Owned Small

Business Set-Aside" applies to this requirement.

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

7 270 calendar days and complete it within ________________ ________________ calendar days after receiving

07/26/2016

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

Bureau of Reclamation Mid-Pacific Region

Regional Office Division of Acquisition Services

R20

2800 Cottage Way, Room E-1815

Sacramento CA 95825-1898

Matthew T. Byrne

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

R16PS00864

Legacy Doc #: BOR

FOB: Destination

Section B - Supplies and Services and Prices

"AU" - Activity Unit is used solely for the purposes of allowing progress payments under the

Department of Interior's Financial & Business

Management System (FBMS).

00010 R16PS00864 - San Joaquin Hatchery Water Supply 1 AU

Pipeline

Pricing Schedule CLINs 1 - 29

See following continuation page(s).

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

SAN JOAQUIN HATCHERY WATER SUPPLY PIPELINE

CENTRAL VALLEY PROJECT

FRIANT DIVISION

B.1 PRICE SCHEDULES

(a) Offers will be considered for award on the following Price Schedule, but no offer will be considered for award on only a part of the Price Schedule.

(b) Offers are subject to the terms and conditions of this solicitation.

(c) Quantities in the Price Schedule are estimated quantities for comparison of offers only.

Except as provided in the contract clause at FAR 52.211-18, Variation in Estimated Quantity, no claim shall be made against the Government for overruns or underruns. The contract clause at FAR 52.211-18, Variation in Estimated Quantity does not apply to lump sum items.

(d) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1.

(e) Definitions:

(1) CLIN – Contract Line Item Number.

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1 WBR

1452.232 -81

Mobilization and Preparatory Work

For the lump sum of $

2 01 31 30 Contract Document Management System

For the lump sum of $

3 03 30 00 Reinforced Concrete Discharge Vault

For the lump sum of $

4 03 30 00 Reinforced Concrete Pipe Support Columns

For the lump sum of $

5 03 30 00 Reinforced Concrete Thrust Blocks

For the lump sum of $

B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

6 03 81 10 Concrete Removal For the lump sum of $

7 03 81 10 Saw Cutting Existing Concrete

13.5 lin ft $ $

8 05 50 00 Miscellaneous Metalwork For the lump sum of $

9 25 00 01 PLC Inputs Installation For the lump sum of $

10 26 05 02 Complete Electrical System For the lump sum of $

11 31 11 00 Clearing and Grubbing For the lump sum of $

12 31 23 11 Excavation and Backfill for Discharge Vault

For the lump sum of $

13 31 23 22 Excavation and Backfill for Pipe Trench

For the lump sum of $

14 31 32 32 Geotextile 25 yd² $

15 31 33 13 Soil Reinforcement For the lump sum of $

16 32 11 23 Aggregate Base Course 84 tons $ $

17 32 12 22 Removing Existing Asphaltic Concrete Pavement

For the lump sum of

18 32 12 22 Asphaltic Concrete Pavement

18.5 tons $ $

19 32 92 20 Riprap Surface Restoration For the lump sum of $

20 33 09 12 Probe Magnetic Flowmeter System

For the lump sum of $

21 35 21 94 New Steel Piping Stations 0+00 to 1+10

For the lump sum of $

22 35 21 94 New Steel Piping Stations 1+10 to End

For the lump sum of $

23 35 21 94 Demolition Existing Piping For the lump sum of

B - 3

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

24 35 22 14 2-Inch Air Valve Assembly includes:

a. 2-inch Ball Valve

b. 2-inch Air Valve

1 each $ $

25 35 22 14 4-Inch Air Valve Assembly includes:

a. 4-inch AWWA Class 150B Butterfly Valve

b. 4-inch Air Valve

1 each $ $

26 35 22 14 24-Inch AWWA Class 150B Buried Butterfly Valve

1 each $ $

27 35 22 14 30-Inch AWWA Class 150B Buried Butterfly Valve

1 each $ $

28 35 22 14 18-Inch ANSI Class 150 Butterfly Valve

4 each $ $

29 35 22 14 24-Inch Modulating Float Control Valve

1 each $ $

TOTAL FOR PRICE SCHEDULE $_________________________________

END OF SUPPLIES OR SERVICES AND PRICES/COSTS

B - 4

This page intentionally left blank.

San Joaquin Fish Hatchery – Water Supply Pipeline Specifications No. 20-C0855

Table of Contents

00 01 10 - 1

SECTION C - DESCRIPTION / SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 12 10 Other Contracts 01 12 40 Construction Sequencing 01 14 10 Use of Site 01 14 12 Work Restrictions 01 14 30 Interruption of Service and Allowable Outages 01 31 19 Project Management and Coordination 01 31 30 Contract Document Management System 01 32 10 Construction Program 01 33 00 Submittals 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 22 First Aid and Communication 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 51 00 Temporary Utilities 01 54 00 River Outlet Works Scaffolding 01 54 20 Use of Government Crane 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 56 20 Existing Fences 01 56 32 Temporary Safety Fence 01 57 15 Utility Line Investigations 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 50 Tree and Plant Protection 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 - EXISTING CONDITIONS

02 83 33 Removal and Disposal of Equipment with Coatings Containing Heavy Metals

00 01 10 - 2

DIVISION 03 - CONCRETE

03 11 10 Concrete Forming 03 15 12 PVC Waterstop 03 15 14 PVC Retro-Fit Waterstop 03 15 15 Elastomeric Bearing Pads 03 20 00 Concrete Reinforcing 03 20 30 Grouted Anchor Bars 03 30 00 Cast-In-Place Concrete 03 62 20 Nonshrink Grout for Equipment and Metalwork 03 81 10 Concrete Removal

DIVISION 05 - METALS

05 50 00 Metal Fabrications

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 25 - INTEGRATED AUTOMATION

25 00 01 PLC Inputs Installation

DIVISION 26 - ELECTRICAL

26 05 02 Basic Electrical Materials and Methods 26 05 20 Conductors and Cables 26 05 33 Raceways and Boxes 26 60 00 Existing Conduit and Cable

DIVISION 31 - EARTHWORK

31 02 10 Water for Dust Abatement 31 03 33 Removal of Water from Excavation 31 11 00 Clearing and Grubbing 31 23 02 Compacting Earth Materials 31 23 11 Earthwork for Discharge Vault 31 23 22 Pipe Trench Earthwork 31 23 39 Disposal of Excavated Materials 31 23 70 Controlled Low Strength Material (CLSM) 31 32 32 Geotextile 31 33 13 Soil Reinforcement

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 Aggregate Base Course

00 01 10 - 3

32 12 22 Asphaltic Concrete Pavement 32 92 20 Riprap Surfacing Restoration

DIVISION 33 - UTILITIES

33 09 12 Probe Magnetic Flowmeter System

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 21 94 Steel Piping 35 22 14 Valves and Equipment

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 02 83 Analytical Results 51 31 23 Photographs

DIVISION 52 - DRAWINGS

52 00 00 Drawings

DIVISION 53 - GEOLOGIC INVESTIGATIONS AND RECORDS

53 10 00 Geologic Investigations 53 20 00 Records of Geologic and Subsurface Investigations

END OF CONTENTS

00 01 10 - 4

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located at Friant Dam located approximately 17 miles northeast of Fresno, California, in Fresno County, on the San Joaquin River.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Constructing cast-in-place reinforced concrete discharge vault structure, pipe support columns, and thrust blocks.

B. Furnishing and installing metal fabrications.

C. Furnishing and connecting conduit and conductors.

D. Earthwork for discharge vault structure and steel pipe.

E. Furnishing and installing soil reinforcement.

F. Demolition and disposal of existing pipe and valves.

G. Furnishing and laying steel pipe.

H. Furnishing and installing valves.

I. Furnishing and installing electrical features.

1.03 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 53.

B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.

C. Where specifications are written in streamlined form, words “shall be” are included by inference where a colon (:) is used within sentence or phrase.

1.04 DEFINITIONS

A. When specifications use a word or term defined in Federal Acquisition Regulations (FAR), definition of the word or term shall be in accordance with FAR sections in effect at the time solicitation was issued.

Summary of Work

01 11 00 - 2

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 53:

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

3. FPA: Friant Power Authority.

4. OCID: Orange Cove Irrigation District.

5. OGR: Onsite Government Representative.

6. QLPP: Quinten Luallen Powerplant.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Other Contracts

01 12 10 - 1

SECTION 01 12 10

OTHER CONTRACTS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include costs of coordinating with other contractors in prices offered in the Price Schedule for other items of work.

1.02 OTHER CONTRACTS

A. The Quinten Luallen Powerplant (QLPP), which is operated by the Friant Power Authority, is being modified under a separate contract. It is anticipated that construction operations at the QLPP will be substantially complete in the fall of 2016. Start Up and Commissioning activities are anticipated to be complete by end of calendar year 2016.

B. Cooperate and coordinate with other contractors on access to and use of work areas and contractor use areas. Comply with FAR 52.236-8, Other Contracts.

C. Cooperate and coordinate with Friant Dam operating personnel, Friant Power Authority personnel, and Orange Cove Irrigation District (OCID) personnel.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Other Contracts

01 12 10 - 2

Construction Sequencing

01 12 40 - 1

SECTION 01 12 40

CONSTRUCTION SEQUENCING

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 OVERALL CONSTRUCTION SEQUENCING

A. The existing river outlet water supply line shall be taken off-line in accordance with the requirements of Section 01 14 30 – Interruption of Service and Allowable Outages.

B. Prior to Penstocks 1 and 2 being taken out of service, new valves shall be installed on Penstocks 3 and 4.

C. The existing 24-inch pipeline from Sta. 1+10 to Sta. 2+61 shall remain in place until the installation of the new 18-inch valves and the new 30-inch diameter manifold over Penstocks 3 and 4 is completed.

D. Construction of the new delivery vault can start at any time.

E. Refer to Section 01 14 30 – Interruption of Service and Allowable Outages for the allowable outage period for Penstock 1, as related to Quinten Luallen Powerplant

(QLPP).

1.03 VAULT CONSTRUCTION

A. Excavation for the new vault will occur immediately adjacent to the northwestern corner of the existing Orange Cove Irrigation District (OCID) powerplant. To ensure the integrity of the OCID powerplant foundation is maintained during the excavation and vault construction phase, the excavation surface adjacent to the powerplant shall be reinforced in accordance with Section 31 33 13 – Soil Reinforcement at the direction of the COR.

B. Saw cutting of the existing delivery vault shall not occur until the concrete work for the new discharge vault is complete, except for vertical saw cuts.

1. Refer to the drawings for the typical water elevation in the existing delivery vault under current OCID powerplant operations.

PART 2 PRODUCTS

Construction Sequencing

01 12 40 - 2

PART 3 EXECUTION

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

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 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. Cleaning Manual-2012 Inspection and Cleaning Manual for Equipment and Vehicles to Prevent the Spread of Invasive Species (Technical memorandum No. 86-68220-07-05) 2012 Edition Available online at:

http://www.usbr.gov/mussels/prevention

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 14 10-1, Land Use and Landscape Rehabilitation Plan:

1. For each Contractor use site on Government land.

a. Show use location and extent of impact. Uses include but are not limited to the following:

1) Buildings and service areas including offices, shops, warehouses, storage areas, fuel and oil storage areas, and fabrication yards.

2) Parking areas, temporary roads, and haul routes.

3) Utilities including air, power, and water lines; fire hydrants; and compressor station.

4) First-aid and medical facilities.

5) Areas for processing, storing, and disposing of waste materials from construction operations.

6) Temporary fences.

7) Access roads and gates.

8) Staging and stockpile areas.

01 14 10 - 2

9) Borrow areas and processing sites.

10) Proposed extent of clearing, grubbing, and stripping.

b. Describe methods to preserve, protect, and repair, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to jobsite, which are not to be removed and which do not interfere with work required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.

c. Describe methods to protect, and repair if damaged, existing improvements and utilities at or near jobsite.

d. Describe methods for removing temporary structures and facilities, cleanup, and rehabilitating site after completion of construction activities.

2. Submit revised drawings of changes in use of Government land made during design and erection stages or after use of Government land is in operation.

C. RSN 01 14 10-2, Pre-Use Digital Recording.

1.04 PROJECT CONDITIONS

A. Government land as shown on drawings may be used for required construction facilities.

B. When private land is used for construction facilities, or other construction purposes, make necessary arrangements associated with use of private land.

C. Location, construction, operation, maintenance, and removal of construction facilities on Government land will be subject to approval of COR.

D. Do not interfere with work of other contractors or the Government in vicinity, or with reservations made by the Government for use of such land.

E. Housing for construction personnel will not be permitted on Government land, except as provided:

1. Housing for guards or watchmen as approved by COR.

F. Access for Government personnel to the powerplants and outlet works control houses shall be maintained at all times during construction.

01 14 10 - 3

PART 3 EXECUTION

3.01 RECORDS

A. Make pre-use digital recording of areas to be impacted by the construction in the presence of the OGR.

1. DVD format with a minimum 720p resolution.

2. Label:

a. Contract number and title.

b. Contractor’s name.

c. Date the recording is made.

d. Preface video with this information.

B. Make camera movement speed for recording such that areas can be readily identified and located as approved by OGR.

C. OGR will be present during preconstruction recording. Notify OGR at least 3 days prior to recording.

3.02 CLEANING

A. Construction Equipment:

1. Before bringing on site, clean construction equipment and temporary facilities in accordance with this section to remove dirt, vegetation, and other organic material to prevent introduction of noxious weeds, and invasive plant and animal species.

2. Contractor cleaning procedures shall result in equipment and temporary facilities being cleaned as well or better than the procedures described in USBR Cleaning Manual, Appendix B.

3. COR will inspect construction equipment and temporary facilities following procedures described in USBR Cleaning Manual before allowing equipment onsite.

3.03 RESTORATION

A. Restore Contractor Use Areas to pre-construction condition.

B. Restore temporary construction roads to original condition in accordance with Section 01 55 00 – Vehicular Access and Parking.

C. After completion of work, regrade and scarify Government land used for construction purposes and not required for completed installation so that surfaces blend with natural terrain and are in a condition that will provide proper drainage and prevent erosion.

01 14 10 - 4

Work Restrictions

01 14 12 - 1

SECTION 01 14 12

WORK RESTRICTIONS

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 REFERENCE STANDARDS

A. American Association of State Highway and Transportation Officials (AASHTO)

1. AASHTO LRFD-12 Bridge Design Specifications

1.03 WORK RESTRICTIONS

A. Contractor vehicles shall be limited to HL-93 loading in accordance with AASHTO

LRFD.

B. Contractor shall not cross the top of the dam.

C. Contractor may utilize Government roads and trails outside of the Contractor use area shown on the drawings with prior approval of the COR.

D. Vehicle wheel loadings and equipment loads are not permitted within 10 feet of the outside of the spillway walls.

E. Vehicle wheel loadings and equipment loads are not permitted when there is less than 2.5 feet of earthen cover over exiting pipes and utilities. Take precautions to avoid damage to existing installations and utilities in accordance with Section 01 56 10 – Protection of Existing Installations and Section 01 56 15 – Protection of Existing Utilities.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Work Restrictions

01 14 12 - 2

Interruption of Service and Allowable Outages

01 14 30 - 1

SECTION 01 14 30

INTERRUPTION OF SERVICE AND ALLOWABLE OUTAGES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include cost in prices offered in the Price Schedule for items of work for which interruption of services are required.

1.02 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 14 30-1, Narrative of Construction and Interruption of Service Request:

1. Area where work will be done.

2. Outline procedures for accomplishing work including:

a. Specific safety precautions to be taken.

b. Type and location of barricades.

c. Warning signs.

d. Protective grounds and devices to be used.

3. Commencement time of work.

4. Duration of work.

5. Number of personnel and their classification.

6. Description of equipment to be used.

7. Information indicating that required materials are on site or data indicating shipping dates of materials not on site.

1.03 PROJECT CONDITIONS

A. The Orange Cove Irrigation District (OCID) powerplant has two water sources, which are the existing 24-inch river outlet water line, which is being replaced under this contract, and the water line from the upper Friant Kern Canal. Through mixing valves, the OCID powerplant can use water from either source or a combination of both. Tail race water from the powerplant is delivered to the California Fish Department of Fish and Wildlife (CDFW) hatchery through an existing underground pipeline, which requires continuous inflow.

01 14 30 - 2

B. Coordinate and Schedule Interruption of Services with COR: No interruption of service request will be granted until the COR has approved the submittal associated with Section 01 32 10 – Construction Program.

1. Once the interruption of service request has been approved by the COR, provide written notification to the COR for any change to the originally requested outage periods to allow the involved entities a sufficient amount of time to coordinate.

a. Provide a written notice a minimum of 24 hours in advance of a change.

C. Upon an approved interruption of service, the Government will dewater two river outlet penstocks at a time utilizing the Government’s fixed wheel gates.

1. Allow for three shifts for the Government to place gates and dewater two penstocks. One shift is defined as one day from 7:00 a.m. to 4:00 p.m., Monday through Friday.

1.04 ORANGE COVE IRRIGATION DISTRICT OUTAGE

A. All work associated with removing the existing 24-inch river outlet water line and installing the new 30-inch river outlet water line will require switching the source of water for the Orange Cove Irrigation District (OCID) powerplant to the Friant-Kern Canal water supply from the river outlet water supply. After an approved interruption of service, the Government will coordinate with OCID in switching their water source.

B. The allowable period of time the OCID powerplant can use the Friant-Kern Canal water source is from January 1 to May 31 every year, following approval by the COR.

1. By May 30 the new 30-inch river outlet water supply line shall be complete and functional.

C. The Government will coordinate with OCID and switch the water supply source based on the Contractor’s approved interruption of service.

1.05 QUINTEN LUALLEN AND FRIANT POWER AUTHORITY POWERPLANTS

OUTAGE

A. The installation of the new valve and pipe connection on River Outlet Works Penstock 1 will require an outage from the Quinten Luallen Powerplants, which is operated by the Friant Power Authority. After an approved interruption of service, the Government will coordinate with Friant Power Authority in scheduling this outage.

B. Starting the day after the Government has placed the gate and dewatered Penstock 1, the Contractor shall have the existing 18-inch valve removed and the new 18-inch valve installed, tested, and closed within 7 calendar days to allow flows in Penstock 1 to resume.

01 14 30 - 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 14 30 - 4

Project Management and Coordination

01 31 19 - 1

SECTION 01 31 19

PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 POST AWARD CONFERENCE

A. In accordance with the terms of Section G.

3.02 PRECONSTRUCTION MEETING

A. After the submission of RSN 01 32 10-2, Baseline Schedule, and before mobilization, coordinate a meeting with the COR. This meeting will be held onsite at Reclamation’s Friant Dam Office. The Contractor’s key personnel whom will be responsible for the supervision of this project shall attend. The purpose of this meeting will be to establish a mutual understanding of the proposed technical plan for construction and discuss necessary coordination items.

3.03 PROGRESS MEETINGS

A. Meet weekly with COR at work site to review the most recent updated schedule in relationship to current work, discussion of RFI’s, status of submittals, contractor provided 3 week ahead schedule, marked up as-built drawings and other necessary coordination items.

Project Management and Coordination

01 31 19 - 2

Contract Document Management System

01 31 30 - 1

SECTION 01 31 30

CONTRACT DOCUMENT MANAGEMENT SYSTEM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Contract Document Management System:

1. Lump sum price offered in the Price Schedule.

1.02 DEFINITIONS

A. CDMS – Contract Document Management System.

B. RFI – Request for Information.

C. RFP – Request for Proposals.

D. RFC – Request for Change.

E. PM – Project Manager.

F. CO – Contracting Officer.

G. COR – Contracting Officer’s Representative.

1.03 QUALIFICATIONS

A. The system provider shall have at least 5 years of experience in providing the services required by this Section.

1.04 SCOPE

A. The CDMS shall generate, store, track, categorize and manage all construction documentation. Construction Documentation includes, but is not limited to: Submittals (typically .pdf files of text documents or drawings); RFIs, RFCs, and RFPs; Contractor Proposals; Value Engineering Change Proposals; Invoices and Progress Payments;

Construction Schedules; Meeting Agendas and Meeting Minutes; Correspondence;

Memos and Deficiency Notices; Contract Modifications and similar documents.

Documentation may be prepared by the Construction Contractor or by Reclamation.

B. Reclamation shall be able to easily access documents and to track when documents were received or returned, as well as determine the status of the documents. Reclamation shall be able to generate reports that list and sort the documents by status as well as generate alerts when documents requiring review exceed allowable review time. Document

01 31 30 - 2 generation shall include submittals and RFIs, responses, Meeting Minutes, RFCs, RFPs, and correspondence.

C. Documents may be generated by either the Contractor or by Reclamation. Each party needs the capability to maintain document security within its organization unless/until it chooses to share it with the other party. Once documents are shared, they shall be secured so that no changes can occur without a record of the changes being made. The CDMS shall be capable of producing a complete and logically organized set of all documents within the CDMS in both .pdf and .xml format. The documents shall be downloadable to ftp sites where Reclamation and other organizations can each access their own data confidentially.

PART 2 PRODUCTS

2.01 WORK FLOW SYSTEM

A. EADOC software as developed by EADOC LLC, 436 14th Street, Suite 150, Oakland, CA 94612, telephone: 510-903-9658, eadocsoftware.com; or equal, with the capability of meeting the salient characteristics and requirements contained in Article 1.04 and Article 3.01 of this Section.

PART 3 EXECUTION

3.01 REQUIREMENTS

A. Document Access:

1. Web-based document storage where all project construction documents are stored and may be accessed by authorized organizations and individuals via an internet site.

2. Accessed via Web Browser from any computer including remote sites with internet access. Compatible with Apple Safari, Mozilla Firefox, and Internet Explorer.

3. Ability to upload documents in a variety of formats including but not limited to Word, Excel, Adobe Acrobat, MS Project, Primavera 6.0 or higher, AutoCad 2015 or higher, and Contract Manager, and make them available to users for download. Documents shall be grouped into separate categories.

4. Reclamation Project Manager (PM) or other authorized user shall be able to create and modify project properties.

5. Email notifications shall be automatically sent to selectable users when new documents are submitted or available for viewing.

6. Print and Export all reports as pdf or printer friendly HTML, also exportable to Excel, XML, or CSV.

7. Ability to link from an item listed in a report directly to that item by selecting it.

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8. Ability to link files.

B. Document Security and Backup:

1. SSL Encryption for secured data exchange between the browser and server to enable secure access to all documents and information.

2. Information security within and between organizations: Documents generated within an organization shall remain secure within that organization unless/until shared with other organization(s).

3. Project manager for each organization shall have capabilities to assign users within their organization to a project and to assign user rights which control access to documents based on user class and document type.

4. Backup/Archiving to FTP site of all documents to which an organization has access on a regular (minimum monthly) basis. Backups shall be in PDF format.

5. Tracking of all data changes including who entered or changed data and date change was made.

6. Ability to tell when reviewer has opened/read an item.

C. Submittal Tracking and Control:

1. Standard submittal form shall be provided to enter information. Contractor shall be able to enter submittal summary information including but not limited to required submittal number, title, description, and specification section and then upload submittal data in electronic format (Word or .pdf).

2. Ability to create multi-item submittal packages with separate per-item review status, transmittals, and re-submittals.

3. Software shall track date received, date returned, and status. Status designations can be modified to fit Reclamation standard designations.

4. Provide Submittal Transmittal form for PM to enter review comments and action taken.

5. Allow for PM to: Route submittal to third parties by generating design-review transmittals with each submittal package item; track the status of individual sub-items within the submittal package; and route each sub-item to the appropriate reviewers.

6. Ability to track the date the submittal/re-submittal was submitted and responded to, with automatic notification after specified number of days without response.

D. RFI Tracking and Control:

1. Provide standard RFI form to enter information.

2. Ability to attach documents to the RFI form and/or create links to other documents within the CDMS.

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3. Ability for PM to route RFI to the appropriate reviewers and for reviewers to enter comments into standard response form.

E. Contract Modifications:

1. Provide standard Contractor Proposal form with ability to attach documents and link to other documents within the CDMS.

2. Provide ability to upload Reclamation’s standard Contract Modification and RFP forms to enter information.

3. Ability to attach documents to these forms, and link to other documents within the

CDMS.

4. Ability to track date CMF issued and date responded to, with automatic notification after specified days without response.

F. Correspondence:

1. Ability to generate letters to or from Contractor or Reclamation, to attach documents to the letters, and to reference other documents within the CDMS.

System shall automatically assign sequential letter numbers.

2. Ability to generate responses to memos. System shall automatically generate memo suffixes, for example, the first response to Memo 32 shall be 32.1, second response shall be 32.2, etc.

3. Ability to generate Meeting Agendas and Meeting Minutes and to attach documents to the Minutes. System shall automatically assign sequential meeting numbers.

4. Official correspondence from Reclamation to Contractor shall contain Reclamation’s official letterhead and corresponding logos.

G. Miscellaneous Tracking and Controls:

1. Ability to Generate Logs Tracking: RFIs, RFCs, RFPs, Submittals, Memos, survey requests, plant inspection reports, and testing reports.

2. Ability to Filter Logs Based on Criteria; for example, for Submittals:

Specification Section, Days Out, Status; for RFI’s: Days out, Status, Specification Section/Dwg. No., Responsibility.

3. Ability to Sort Logs Based on Criteria, for example, for Submittal: Specification Section, Days Out, Status, or other criteria determined by the COR.

4. Ability to provide forms to match Reclamation’s Contract Modification form and Progress Payment form or other forms when needed.

5. Ability to track cost exposure with links to Requests for Information and Change Order Requests.

6. Ability to measure productivity benchmarks on a project, such as computing average review days for RFIs and submittals, categorize change orders and track total change order percentages by category.

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7. Ability for Keyword Search of all documents in database.

8. Ability for CDMS Generated Notification via email to Team Members of: updates to project information; changes to project information; and alerts.

9. Ability for Reclamation to create Master List of Anticipated Submittals (“Schedule of Submittals”) and require Contractor to pick from that list when submitting submittal.

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Construction Program

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SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Costs:

1. Developing Baseline Schedule: Include in lump sum price offered in the Price Schedule for mobilization and preparatory work.

2. Updating and Using Construction Program: Include as an element of Contractor’s overhead.

1.02 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual, 2004

1.03 DEFINITIONS

A. Schedule: The Critical Path Method (CPM) of planning and scheduling a construction project where activities are arranged based on activity relationships and network calculations determine when activities can be performed and the critical path of the project.

B. Project Calendar(s): Cross reference of numerical work days with calendar days. The project calendar serves as the basis for the day/date conversion and assigns work days and non-workdays.

C. Resources: Equipment, labor or crews, materials, subcontractors, fabricators, manufacturers, and consultants.

1.04 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

1. Furnish database files in format compatible with Primavera P6 Professional Project Management or MicroSoft Project.

2. Furnish schedule and analysis data on CD-ROM disc.

3. Upon request, provide information and data used to develop and maintain the Construction Program to the CO.

B. RSN 01 32 10-1, Representative Information:

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1. Designation of authorized representative to develop and maintain Construction Program. Representative experienced in developing and maintaining construction schedules and knowledgeable of activities and progress on-site to develop and maintain accurate and reliable schedules.

C. RSN 01 32 10-2, Baseline Schedule:

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. Gantt chart (Bar chart) for project.

d. Activity report including all logic constraints consisting of predecessors, successors, and constraint dates.

e. Show planned outages on schedule.

f. Narrative of Construction:

1) Within this narrative, explicitly state the requested outage for each penstock, the proposed duration the Orange Cove Irrigation District Powerplant will be on the alternative water source and any other requested outage, and the proposed duration of outage for the QLPP. These requested outages shall be clearly shown in the Baseline Schedule.

2) Include a narrative of construction that demonstrates the Contractor has planned a reasonable and realistic approach to accomplish the work that meets the requirements of these Specifications.

3) Include a listing of labor and equipment resource information, assumed production rates, and a description of anticipated means and methods that will be used to accomplish the major items of work. Reference activity ID and descriptions used in the schedule.

a) Major items of work shall include at minimum all critical path or near critical path work as shown on the Contractor’s Baseline Schedule.

4) Include details of expected lead times for procurement of required equipment and materials required to perform major items of work.

5) Explain any identified risks and any proposed mitigation measures for said risk.

D. RSN 01 32 10-3, Updated Schedule:

1. Include:

a. Construction Program database with updated activity and milestone data.

b. Definition of project calendars if revised from baseline calendars.

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c. Gantt chart for project.

d. Narrative report specifically stating status of project.

1) If negative float exists, cite specific actions and conditions which caused the "behind schedule" condition and provide proposed course of action to complete the project within the specified delivery time.

2) List of Contractor-initiated changes to the current schedule stating the reason for the action taken and any unresolved issues relating to the Construction Program. Government reserves the right to reject Contractor-initiated changes to the current schedule which negatively impact any Government action which was initiated on the basis of the current schedule.

e. RSN submittals register. Register updated monthly includes submittals as listed in submittal table; revised submittals; dates and status. This register document is separate from the scheduling database.

f. Submit monthly.

E. RSN 01 32 10-4, Time Impact Analysis:

1. Include:

a. Construction Program database with proposed revised activity and milestone data.

b. Proposed revised schedule due to the change or delay with added, changed, or deleted activities highlighted.

c. Narrative report explaining results and conclusions.

1.05 GENERAL

A. Develop, maintain, and use approved Construction Program to plan, monitor, evaluate, and report accomplishment of work.

B. Refer to Section 01 31 19 – Project Management and Coordination for Baseline Schedule meeting.

1.06 SCHEDULES

A. Prepare construction schedules using Critical Path Method, under concepts and methods outlined in AGC Manual. Use a computer software program to perform a mathematical analysis of the scheduling data.

1. Use the Precedence Diagramming Method (PDM) in preparing the CPM networked schedule. Prepare schedule based on required sequence and interdependence of activities.

2. Prepare detailed activity network for accomplishing required work organized by work breakdown structure.

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3. Activities except “Award” shall have predecessor activities and activities except “Contract Complete” shall have successor activities.

4. Meet contract requirements; milestone(s) in accordance with the clause at FAR 52.211-10, Commencement, Prosecution, and Completion of Work; and other relevant specification sections. Include interim milestone dates, Government interface dates, contract completion date, and other time or seasonal constraints specified in the contract documents.

5. Include work of subcontractors, Government interfaces, and contract milestones.

6. Adjust Construction Program/schedule for seasonal weather conditions.

7. If activity codes are utilized, use unique activity code names assigned as project codes rather than global codes. Utilize the Work Breakdown Structure in lieu of activity codes for general organization of the schedule.

8. Define activities to a level of detail resulting in their durations being no greater than 20 workdays unless otherwise accepted by CO.

a. Durations for administrative activities (e.g., submittals and reviews, fabrication, manufacturing), or other specific activities identified in the contract will not be subject to the workday limitation.

9. Include activities for Government reviews and approvals. Assign Government submittal review activities to a seven-day calendar with durations as specified in Section 01 33 00 - Submittals. Include activities for submittal preparation, submittal reviews, and fabrication or manufacturing activities when work involves significant quantities, long lead times, on the critical path, or as requested by the

COR.

10. Include contract title, contract number, and Contractor’s name on the transmittal cover sheet and each sheet of the Gantt chart.

11. For each activity on the Gantt chart, display identification number, activity description, planned duration, start date, finish date, total float, and calendar identification.

12. Include table of abbreviations used in the schedule, listed and defined alphabetically.

13. Use finish to start logic relationships between activities. Do not utilize start to start, finish to finish, or start to finish logic relationships. Do not use negative lead or lag times.

14. Use durations in units of whole workdays.

15. Provide best estimate of time required to complete the activity considering the quantity of work and planned resources for the activity.

16. Equate durations of Government reviews and other identified actions to the maximum number of calendar days specified in their respective paragraphs.

17. Establish workday calendar(s) and use these in the schedule to translate the activity's workday duration into calendar dates. Use calendar names unique for

01 32 10 - 5 this project; do not use software default calendar names. Save calendars as project calendars, not global calendars.

B. Baseline Schedule:

1. Represents Contractor’s as-planned approach to accomplishing the work. Do not include actual start dates, percent completes, or actual finish dates.

2. Meets all requirements of the Construction Program.

C. Updated Schedule:

1. Meet monthly with COR at Government’s project office, or at a location approved by the COR, to review progress made to the end date of the progress payment period. Establish dates that activities were started and completed and remaining duration for each activity started but not completed during the period.

a. Discuss and mutually agree upon changes to the schedule.

b. Update schedule and Construction Program database with mutually agreed upon changes.

2. Following receipt of an executed contract modification, incorporate the activity data and logic relationships stipulated in the modification into the current schedule for inclusion in the next scheduled progress update.

3. Assign a unique project file name for each schedule update.

4. Monthly updated schedules shall be submitted to the Government for approval.

Monthly progress payments may be submitted by the Contractor, only if the monthly updated schedule has also been submitted.

1.07 TIME IMPACT ANALYSIS

A. Provide a time impact analysis for contract changes, e.g., a change order, proposed modification, or value engineering change proposal to support a claim or request for an equitable adjustment to the contract which involves a delay or accelerated schedule.

B. The CO may use time impact analysis to determine if a time extension or reduction to the contract milestone dates is justified.

C. A time impact analysis is applicable whether the Contractor’s current schedule milestone dates are the same as, earlier, or later than, those required under the contract.

D. Changes, additions, or deletions to activities; activity durations; or activity time frames will not automatically mean that an extension or reduction of contract time is warranted or due the Contractor.

E. Time extensions for performance will be considered only to the extent that the Contractor’s current scheduled milestone dates exceed the contract milestone dates.

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F. For activities directly affected by the change or delay, include the current and proposed items:

1. Activity description.

2. Types and quantities of major pieces of equipment, principal manpower, and pacing materials (materials that affect activity start, duration, or finish).

3. Activity duration.

4. A narrative containing the rationale used in developing the proposed logic relationships and activity data.

G. Float is not for the exclusive use by or benefit of either the Government or the Contractor.

H. Prepare a single time impact analysis for modifications issued after Notice to Proceed (NTP) and prior to approval of the baseline schedule. Submit the time impact analysis with the first progress update.

I. Perform time impact analyses using data in the most recent approved schedule prior to change or delay event.

1. Prepare proposed revised schedule and narrative description describing and highlighting where changes or delays will be included.

2. Prepare summary comparing the results of two schedule analyses: One using current schedule data from the last approved schedule prior to event requiring analysis, and one using proposed schedule data incorporating the changes or delays.

a. Show contract milestones and activities whose periods of performance have shifted as a result of any change which affects production and/or manufacture schedules, material orders, construction seasons, and labor and/or equipment utilization.

b. Base mathematical analyses on status of work and available float at the time the CO directs or proposes a change to the work, the Contractor submits a value engineering change proposal, or when a delay occurs.

1.08 REVIEW AND EVALUATION

A. Baseline Schedule:

1. Within 21 calendar days after receipt of baseline schedule:

a. CO will accept or reject the proposed baseline schedule.

b. Upon request from the CO, meet with COR for a joint review of the proposed baseline schedule.

c. If schedule is rejected, revise and resubmit within 7 calendar days following the date of the rejection letter.

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2. Do not proceed with onsite work, except mobilization and surveying, until baseline schedule has been approved by the Government.

B. Updated Schedules:

1. The Government will require 14 calendar days after receipt of each…