B08__A3_Technical_Specifications.pdf

BUREAU OF INDIAN AFFAIRS

WAPATO, WASHINGTON

BIDDING REQUIREMENTS

AND

CONTRACT DOCUMENTS

for the construction of the

WAPATO IRRIGATION PROJECT DROP 1 PUMPING PLANT

WATER SCREENS PROJECT

Solicitation No. ________

JACOBS

Boise, ID

November 2024

Project No. D3673801 Copy No.

WAPATO IRRIGATION PROJECT DROP 1 BUREAU OF INDIAN AFFAIRS

PUMPING PLANT WATER SCREENS PROJECT

SEALS PAGE PW\JA\D3673800\D3673801

00 01 07 - 2 NOVEMBER 2024

TECHNICAL SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 45 33

DIVISION 03 – CONCRETE

DIVISION 05 – METALS

Digitally Signed on

November 1, 2024

Kent Soelberg

25Oct2024

BUREAU OF INDIAN AFFAIRS WAPATO IRRIGATION PROJECT DROP 1

PW\JA\D3673800\D3673801 SEALS PAGE

NOVEMBER 2024 00 01 07 - 3

TECHNICAL SPECIFICATIONS

DIVISION 10 – SPECIALTIES

Morgan Shoemaker

DIGITALLY SIGNED ON OCT. 25, 2024

SEALS PAGE PW\JA\D3673800\D3673801

00 01 07 - 4 NOVEMBER 2024

TECHNICAL SPECIFICATIONS

DIVISION 22 – PLUMBING

DIVISION 35 – WATERWAY AND MARINE

DIVISION 40 – PROCESS INTEGRATION

40 27 00

Digitally Signed on

November 1, 2024

Edward John Thomas

DIGITALLY SIGNED: 10/28/24

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NOVEMBER 2024 00 01 07 - 5

TECHNICAL SPECIFICATIONS

DIVISION 26 – ELECTRICAL

DIVISION 40 – PROCESS INTEGRATION

40 99 90

Digitally Signed on

November 1, 2024

Ryan Harbert

DIGITALLY SIGNED: 10/25/24

SEALS PAGE PW\JA\D3673800\D3673801

00 01 07 - 6 NOVEMBER 2024

TECHNICAL SPECIFICATIONS

DIVISION 27 – COMMUNICATIONS

Digitally Signed on

November 1, 2024

Chris Meade

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NOVEMBER 2024 00 01 07 - 7

TECHNICAL SPECIFICATIONS

DIVISION 44 – POLLUTION AND WASTE CONTROL EQUIPMENT

Digitally Signed on

November 1, 2024

John Nelson

END OF SECTION

DIGITIALLY SIGNED 10/25/24

PW\JA\D3673800\D3673801 TABLE OF CONTENTS

NOVEMBER 2024 00 01 10 - 1

TABLE OF CONTENTS

Pages

TECHNICAL SPECIFICATIONS

DIVISION 01—GENERAL REQUIREMENTS

01 11 00 Summary of Work.................................................................... 1- 2 01 29 00 Payment Procedures ................................................................. 1- 12 01 31 13 Project Coordination ................................................................ 1- 8 01 31 19 Project Meetings ...................................................................... 1- 3 01 32 00 Construction Progress Documentation .................................... 1- 8 01 33 00 Submittal Procedures ............................................................... 1- 9

Supplement: Transmittal of Contractor’s Submittal Form ...... 1- 1 Supplement: Required Submittal List ...................................... 1- 12

01 43 33 Manufacturers’ Field Services ................................................. 1- 4 Supplement: Manufacturer’s Certificate of Proper Installation................................................................................ 1- 1

01 45 16.13 Contractor Quality Control ...................................................... 1- 10 01 45 33 Special Inspection, Observation, and Testing .......................... 1- 6

Supplement: Contractor’s Statement of Responsibility ........... 1- 2 Supplement: Fabricator’s Certificate of Compliance .............. 1- 1 Supplement: Statement of Special Inspections ........................ 1- 3 Supplement: 2018 IBC Tables ................................................. 1- 21

01 50 00 Temporary Facilities and Controls ........................................... 1- 15 01 57 13 Temporary Erosion and Sediment Control .............................. 1- 17 01 61 00 Common Product Requirements .............................................. 1- 8

Supplement: Manufacturer’s Certificate of Compliance Form..................................................................... 1- 1

01 77 00 Closeout Procedures ................................................................. 1- 4 01 78 23 Operation and Maintenance Data ............................................. 1- 7

Supplement: Maintenance Summary Form ............................. 1- 2 01 88 15 Anchorage and Bracing ............................................................ 1- 7 01 91 14 Equipment Testing and Facility Startup .................................. 1- 7

Supplement: Unit Process Startup Form .................................. 1- 1 Supplement: Facility Performance Demonstration/ Certification Form .................................................................... 1- 1

DIVISION 02—EXISTING CONDITIONS

02 41 00 Demolition ............................................................................... 1- 5

Pages

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DIVISION 03—CONCRETE

03 01 32 Repair of Vertical and Overhead Concrete Surfaces ............... 1- 16 03 01 33 Repair of Horizontal Concrete Surfaces .................................. 1- 13 03 10 00 Concrete Forming and Accessories ......................................... 1- 5 03 15 00 Concrete Joints and Accessories .............................................. 1- 4 03 21 00 Steel Reinforcement ................................................................. 1- 5 03 30 00 Cast-in-Place Concrete ............................................................. 1- 27

Supplement: Concrete Mix Design, Class 5000F3S1P2C2 ..... 1- 3 Supplement: Concrete Mix Design, Class 4500F2S1P1C1 ..... 1- 2

03 39 00 Concrete Curing ....................................................................... 1- 3 03 62 00 Grouting ................................................................................... 1- 7 03 63 00 Concrete Doweling .................................................................. 1- 5 03 64 23 Epoxy Resin Injection Grouting .............................................. 1- 12

DIVISION 04—MASONRY (NOT USED)

DIVISION 05—METALS

05 05 19 Post-Installed Anchors ............................................................. 1- 9 05 05 23 Welding .................................................................................... 1- 6

Supplement: Welding and Nondestructive Testing Table ....... 1- 1 05 12 00 Structural Steel Framing .......................................................... 1- 13 05 50 00 Metal Fabrications ................................................................... 1- 12 05 53 00 Metal Gratings ......................................................................... 1- 5

DIVISION 06 THROUGH DIVISION 09 (NOT USED)

DIVISION 10—SPECIALTIES

10 14 00 Signage ..................................................................................... 1- 2 Supplement: Sign Schedule ..................................................... 1- 1

DIVISION 11 THROUGH DIVISION 21 (NOT USED)

DIVISION 22—PLUMBING

22 10 01 Plumbing Piping and Accessories ............................................ 1- 10

DIVISION 23 THROUGH DIVISION 25 (NOT USED)

Pages

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DIVISION 26—ELECTRICAL

26 05 02 Basic Electrical Requirements ................................................. 1- 6 26 05 04 Basic Electrical Materials and Methods .................................. 1- 6 26 05 05 Conductors ............................................................................... 1- 10 26 05 26 Grounding and Bonding for Electrical Systems ...................... 1- 5 26 05 33 Raceway and Boxes ................................................................. 1- 18 26 20 00 Low-Voltage AC Induction Motors ......................................... 1- 9 26 24 16 Panelboards .............................................................................. 1- 6 26 27 26 Wiring Devices ........................................................................ 1- 7 26 32 13.13 Portable Diesel Engine Generator Set ...................................... 1- 9 26 50 00 Lighting .................................................................................... 1- 8

DIVISION 27—COMMUNICATIONS

27 13 13 Communications Copper Cabling Systems ............................. 1- 13

DIVISION 28 THROUGH DIVISION 30 (NOT USED)

DIVISION 31—EARTHWORK

31 10 00 Site Clearing............................................................................. 1- 2 31 23 13 Subgrade Preparation ............................................................... 1- 3 31 23 16 Excavation ................................................................................ 1- 5 31 23 23 Fill and Backfill ....................................................................... 1- 8 31 23 23.15 Trench Backfill ........................................................................ 1- 8

DIVISION 32—EXTERIOR IMPROVEMENTS

32 11 23 Aggregate Base Course ............................................................ 1- 6 32 31 13 Chain Link Fences and Gates .................................................. 1- 11

DIVISION 33 AND DIVISION 34 (NOT USED)

DIVISION 35—WATERWAY AND MARINE CONSTRUCTION

35 20 16.25 Fabricated Slide Gates ............................................................. 1- 6

DIVISION 36 THROUGH DIVISION 39 (NOT USED)

Pages

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DIVISION 40—PROCESS INTERCONNECTIONS

40 27 00 Process Piping—General ......................................................... 1- 10 40 27 00.07 Galvanized Steel Pipe and Malleable Iron Fittings

Data Sheet ................................................................................ 1- 3 40 99 90 Package Control Systems ......................................................... 1- 32

Supplement: Control Panel Schedule....................................... 1- 1 Supplement: Network / PLC Hardware List ............................ 1- 1

DIVISION 41 THROUGH DIVISION 43 (NOT USED)

DIVISION 44—POLLUTION AND WASTE CONTROL EQUIPMENT

44 42 01 Traveling Water Screen ........................................................... 1- 9 Supplement: Traveling Water Screen Data Sheet .................... 1- 1

44 42 56.10 Self-Priming Horizontal End Suction Centrifugal Pump ......... 1- 4 Supplement: Self-Priming Horizontal End Suction Centrifugal Pump Data Sheet................................................... 1- 2

44 46 13.01 Belt Conveyor System ............................................................. 1- 8 Supplement: Induction Motor Data Sheet ................................ 1- 1

DIVISION 45 THROUGH DIVISION 49 (NOT USED)

DRAWINGS (BOUND SEPARATELY)

SPECIFICATIONS

PW\JA\D3673800\D3673801 SUMMARY OF WORK

NOVEMBER 2024 01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Project is located near Parker, Washington, about 8 miles south of Yakima, Washington, and west of Highway 97 and the Yakima River.

B. Work is located on Wapato Irrigation Project’s Main Canal at a facility known as the Drop 1 Pumping Plant, on Adams Lane near Lateral 1 Road.

1.02 WORK COVERED BY CONTRACT DOCUMENTS

A. Following Owner’s shutdown of canal operations at the end of the irrigation season, the Contractor will be responsible for Work zone preparation, including dewatering of standing water in the canal and preparation of an access ramp into the canal.

B. Contractor responsible for the following to support the Work including:

1. Mobilization.

2. Demolition.

3. Temporary facilities.

4. Project coordination.

5. Project meetings.

6. Construction progress documentation.

7. Submittals.

8. Manufacturer’s field services.

9. Quality control.

10. Temporary erosion and sediment control.

11. Training.

12. Closeout.

13. Demobilization.

C. The completed Work will provide Owner with the following:

1. New traveling water screens to screen all water entering the six bays that combine into three hydraulic turbine pump chambers plus one spare traveling water screen.

2. Fabricated steel structure appended onto existing concrete piers to support traveling water screens.

3. Debris conveyance system from new traveling water screens.

SUMMARY OF WORK PW\JA\D3673800\D3673801

01 11 00 - 2 NOVEMBER 2024

4. New gate actuators, pedestals, and stems on the Spillway/Drop Structure, with the new actuators capable of automated operation in the future.

5. Fall arrest system near the traveling water screens.

6. Improved safety and site lighting at the Site.

7. Telecommunication line for autodialer connectivity.

8. A new contractor-provided mobile generator (diesel) for backup power.

9. Safety boom spanning the canal upstream of the Pumping Plant.

10. Ancillary Site upgrades to support Work described as defined in the

Bidding and Contract Documents.

1.03 WORK NOT COVERED BY CONTRACT DOCUMENTS

A. None.

1.04 DEFINITIONS

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

B. The terms Owner and Engineer are used in these Division 01 through Division 49 Specifications. Owner is equivalent to Government. Engineer is equivalent to engineering firm of record.

1.05 ACRONYMS

A. The following acronyms apply to these Division 01 through Division 49 Specifications.

1. BIA Representative: Bureau of Indian Affairs acting field representative.

2. CO: Bureau of Indian Affairs Contracting Officer.

3. COR: Bureau of Indian Affairs Contracting Officer’s Representative.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

PW\JA\D3673800\D3673801 PAYMENT PROCEDURES

NOVEMBER 2024 01 29 00 - 1

SECTION 01 29 00

PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SUBMITTALS

A. Informational Submittals:

1. Schedule of Values: Submit on Contractor’s standard form.

2. Schedule of Estimated Progress Payments:

a. Submit with initially acceptable Schedule of Values.

b. Submit adjustments thereto with Application for Payment.

3. Application for Payment.

4. Final Application for Payment.

1.02 SCHEDULE OF VALUES

A. Prepare a separate Schedule of Values for each schedule of the Work under the Agreement.

B. Upon request of COR or BIA Representative, provide documentation to support the accuracy of the Schedule of Values.

C. Unit Price Work: Reflect unit price quantity and price breakdown from conformed Bid Form.

D. Lump Sum Work: As described herein.

E. An unbalanced or front-end loaded schedule will not be acceptable.

F. Summation of the complete Schedule of Values representing all the Work shall equal the Contract Price.

G. Submit Schedule of Values digitally in a spreadsheet format compatible with latest version of Microsoft Excel.

1.03 SCHEDULE OF ESTIMATED PROGRESS PAYMENTS

A. Show estimated payment requests throughout Contract Times aggregating initial Contract Price.

B. Base estimated progress payments on initially acceptable progress schedule.

Adjust to reflect subsequent adjustments in progress schedule and Contract Price as reflected by modifications to the Contract Documents.

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1.04 APPLICATION FOR PAYMENT

A. Transmittal Summary Form: Attach one Summary Form with each detailed Application for Payment and include Request for Payment of Materials and Equipment on Hand as applicable. Execute certification by authorized officer of Contractor.

B. Use detailed Application for Payment Form suitable to Contracting Officer and COR.

C. Include accepted Schedule of Values for each portion of lump sum Work and the unit price breakdown for the Work to be paid on a unit priced basis.

D. Include separate line item for each Modification of Contract and Work Change Directive executed prior to date of submission. Provide further breakdown of such as requested by Contracting Officer or COR.

E. Preparation:

1. Round values to nearest dollar.

2. Submit Application for Payment, including a Transmittal Summary

Form and detailed Application for Payment Form(s), a listing of materials on hand as applicable, and such supporting data as may be requested by the Contracting Officer or COR.

1.05 MEASUREMENT—GENERAL

A. Weighing, measuring, and metering devices used to measure quantity of materials for Work shall be suitable for purpose intended and conform to tolerances and specifications as specified in National Institute of Standards and Technology, Handbook 44.

B. Whenever pay quantities of material are determined by weight, weigh material on scales furnished by Contractor and certified accurate by state agency responsible. Obtain weight or load slip from weigher and deliver to the COR or BIA Representative at point of delivery of material.

C. If material is shipped by rail, car weights will be accepted provided that actual weight of material only will be paid for and not minimum car weight used for assessing freight tariff and provided further that car weights will not be acceptable for material to be passed through mixing plants.

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D. Units of measure shown on Bid Form shall be as follows, unless specified otherwise.

Item Method of Measurement

AC Acre—Field Measure by COR or BIA Representative

CY Cubic Yard—Field Measure by COR or BIA Representative within limits specified or shown

CY-VM Cubic Yard—Measured in Vehicle by Volume

EA Each—Field Count by COR or BIA Representative

GAL Gallon—Field Measure by COR or BIA Representative

HR Hour

LB Pound(s)—Weight Measure by Scale

LF Linear Foot—Field Measure by COR or BIA Representative

SF Square Foot

SY Square Yard

TON Ton—Weight Measure by Scale (2,000 pounds)

E. Measurement of Linear Items: Not Used.

1.06 PAYMENT

A. Payment for all Lump Sum Work shown or specified in Contract Documents is included in the Contract Price. Payment will be based on a percentage complete basis for each line item of the accepted Schedule of Values.

B. Payment for Lump Sum Work covers all Work specified or shown within the limits or Specification sections as follows:

1. All Work shown on the Drawings and in these Division 01 through Division 49 Specifications.

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C. Payment for unit price items covers all the labor, materials, and services necessary.

Item (No.) Item Description

1 Mobilization and Preparatory Work

Mobilization shall be paid by Contract Lump Sum price, and shall include an updated Work Progress Schedule, preparatory work and operations including, but not limited to, those necessary for the movement of personnel, costs incurred to obtain all Contractor-supplied permits; for all costs incurred to prepare and distribute the construction schedule; for all costs incurred to comply with the requirements of Section 01 31 13, Project Coordination, Section 01 31 19, Project Meetings, Section 01 32 00, Construction Progress Documentation, Section 01 43 33, Manufacturers Field Services, Section 01 45 16.13, Contractor Quality Control, Section 01 45 33, Special Inspection Observation and Testing, Section 01 57 13, Temporary Erosion and Sediment Control, Section 01 33 00, Submittal Procedures, and Section 01 50 00, Temporary Facilities and Controls; for all cost incurred for bonds and insurance; and for other costs incurred prior to beginning Work on the various items on the Project.

Mobilization also includes cost to provide any Site clearing necessary to prepare the Work Site for construction, per Section 31 10 00, Site Clearing.

Payment for mobilization can be withheld at the discretion of the COR or BIA Representative if an updated Work Progress Schedule is not provided with the Application for Payment.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 25% of the total value of the Bid Item after initial submittals provided and updated/approved pursuant to COR / BIA Representative review.

Maximum 50% of the total value of the Bid Item once the Contractor, or subcontractor(s), have mobilized to the physical Site.

Maximum 100% of the total value of the Bid Item after Final Completion has been achieved as part of the Final Application for Payment.

This Bid Item shall have a Bid amount of no greater than 10 percent of the total Bid.

2 Tribal Employment Rights Ordinance

Payment for this item to be by the Contract Lump Sum Price and is to include compliance with the requirements identified in Title LXXI (71) – Yakama Nation Tribal Employment Rights Ordinance (TERO) and the Yakama Tribal Employment Rights Fee of 3% of the total amount of the Contract.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 100% of the total value of the Bid Item for the first Application for Payment.

Contractor is responsible for prompt payment of all TERO fees to the Yakama Nation and proof of payment is required to be submitted to the

COR.

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Item (No.) Item Description

3 Dewatering and Canal Access

Payment for this item to be by the Contract Lump Sum Price and is to include all labor and materials required to maintain the canal in a dewatered state after water is shut off upstream, and any provisions necessary to access the canal with personnel and equipment.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 10% of the total value of the Bid Item after initial Work completed.

Maximum 50% of the total value of the Bid Item at mid-point of the approved construction schedule.

Maximum 75% of the total value of the Bid Item after issuance of Substantial Completion.

Maximum 100% of the total value of the Bid Item after Final Completion has been achieved as part of the Final Application for Payment.

4 Demolition Payment for this item to be by the Contract Lump Sum Price, and is to include all labor and materials to perform the following Work items described in Section 02 41 00, Demolition:

Removal and disposal of gate operators.

Removal and disposal of hydraulic pressure unit.

Removal and disposal of miscellaneous decking and railing.

Removal and disposal of select portions of the concrete piers.

Removal of fence.

Removal of light poles.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 10% of the total value of the Bid Item after initial submittals provided and updated/approved pursuant to COR/BIA Representative review.

Maximum 100% of the total value of the Bid Item after the Bid Item has been installed or constructed.

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Item (No.) Item Description

5 Structural Support for Screens

Payment for this item to be by the Contract Lump Sum Price and is to include all labor and materials to erect a fabricated steel structure to support the traveling screens as shown on the Drawings. Work items include:

Structural steel support structures.

Metal gratings, hinges, and support steel.

Concrete built up sections at each pier.

Access hatches for debris racks.

Concrete wall extension.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 10% of the total value of the Bid Item after initial submittals provided and updated/approved pursuant to COR/BIA Representative review.

Maximum 25% of the total value of the Bid Item after materials or equipment have been delivered and safely/securely stored onsite or at an approved offsite location.

Maximum 75% of the total value of the Bid Item after the Bid Item has been installed or constructed.

Maximum 100% of the total value of the Bid Item after Final Acceptance, including where applicable, performance testing, functional testing, leakage testing, final cleaning and other items as defined in Section 01 91 14, Equipment Testing and Facility Startup.

6 Traveling Water Screens Payment for this item to be by the Contract Lump Sum Price, and is to include all labor and materials to perform the following Work items described in Section 44 42 01, Traveling Water Screen, Section 44 42 56.10, Self-Priming Horizontal End Suction Centrifugal Pump, and Section 44 46 13.01, Belt Conveyor System:

Traveling water screens.

Belt conveyor system and concrete pad, where applicable.

Screen cleaning system with pumps, piping, valves and hoses.

Precast concrete Jersey barriers.

Associated control panels and instrumentation.

Functional testing.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 10% of the total value of the Bid Item after initial submittals provided and updated/approved pursuant to COR / BIA Representative review.

Maximum 50% of the total value of the Bid Item after materials or equipment have been delivered and safely/securely stored onsite or at an approved offsite location.

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Item (No.) Item Description

Maximum 75% of the total value of the Bid Item after the Bid Item has been installed or constructed.

Maximum 100% of the total value of the Bid Item after Final Acceptance, including where applicable, performance testing, functional testing, leakage testing, final cleaning and other items as defined in Section 01 91 14, Equipment Testing and Facility Startup.

7 Fall Arrest System Payment for this item to be by the Contract Lump Sum Price and is to include all labor and materials to install fall arrest posts and eyebolts as shown on the Drawings.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 10% of the total value of the Bid Item after initial submittals provided and updated/approved pursuant to COR / BIA Representative review.

Maximum 25% of the total value of the Bid Item after materials or equipment have been delivered and safely/securely stored onsite or at an approved offsite location.

Maximum 75% of the total value of the Bid Item after the Bid Item has been installed or constructed.

Maximum 100% of the total value of the Bid Item after Final Acceptance, including where applicable, performance testing, functional testing, leakage testing, final cleaning and other items as defined in Section 01 91 14, Equipment Testing and Facility Startup.

8 Safety Boom Payment for this item to be by the Contract Lump Sum Price and is to include all labor and materials to install the safety boom floats, cable, hardware, bollards, and concrete piles and pad as shown on the Drawings.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 10% of the total value of the Bid Item after initial submittals provided and updated/approved pursuant to COR/BIA Representative review.

Maximum 25% of the total value of the Bid Item after materials or equipment have been delivered and safely/securely stored onsite or at an approved offsite location.

Maximum 75% of the total value of the Bid Item after the Bid Item has been installed or constructed.

Maximum 100% of the total value of the Bid Item after Final Acceptance, including where applicable, performance testing, functional testing, leakage testing, final cleaning and other items as defined in Section 01 91 14, Equipment Testing and Facility Startup.

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Item (No.) Item Description

9 Mobile Generator Payment for this item to be by the Contract Lump Sum Price and is to include all labor and cost to provide a mobile diesel generator.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 10% of the total value of the Bid Item after initial submittals provided and updated/approved pursuant to COR/BIA Representative review.

Maximum 75% of the total value of the Bid Item after the Bid Item has been purchased and delivered to the site.

Maximum 100% of the total value of the Bid Item after Final Acceptance, including performance testing and functional testing as defined in Section 01 91 14, Equipment Testing and Facility Startup.

10 Gate Actuators Payment for this item to be by the Contract Lump Sum Price and is to include all labor and materials to install the electrical gate actuators described in Section 35 20 16.25, Fabricated Slide Gates, and as shown on the Drawings. Work items include:

Multiturn geared electric gate actuators.

Pedestals.

Baseplate mount.

Gate stems and eyebolts.

Functional testing.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 10% of the total value of the Bid Item after initial submittals provided and updated/approved pursuant to COR / BIA Representative review.

Maximum 25% of the total value of the Bid Item after materials or equipment have been delivered and safely/securely stored onsite or at an approved offsite location.

Maximum 75% of the total value of the Bid Item after the Bid Item has been installed or constructed.

Maximum 100% of the total value of the Bid Item after Final Acceptance, including where applicable, performance testing, functional testing, leakage testing, final cleaning and other items as defined in Section 01 91 14, Equipment Testing and Facility Startup.

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Item (No.) Item Description

11 Electrical Payment for this item to be by the Contract Lump Sum Price and is to include all labor and materials to install the complete electrical system as described in specifications and as shown on the Drawings. Work items include:

Conduits and wiring to traveling screen pumps and motors.

Conduits and wiring to gate actuators.

480V, 3 ph, 200A electrical service from existing Yakama Power transformer, including trenching and conduit and meter base.

Power panels.

Manual Transfer Switch for the mobile generator.

Unistrut support for electrical equipment.

Buried conduit and precast handholes.

Site lighting and power to site lighting.

Functional testing.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 10% of the total value of the Bid Item after initial submittals provided and updated/approved pursuant to COR / BIA Representative review.

Maximum 25% of the total value of the Bid Item after materials or equipment have been delivered and safely/securely stored onsite or at an approved offsite location.

Maximum 75% of the total value of the Bid Item after the Bid Item has been installed or constructed.

Maximum 100% of the total value of the Bid Item after Final Acceptance, including where applicable, performance testing, functional testing, leakage testing, final cleaning and other items as defined in Section 01 91 14, Equipment Testing and Facility Startup.

12 Telecommunications Payment for this item to be by the Contract Lump Sum Price and is to include all labor and materials to install the complete Telecommunication system as described in specifications and as shown on the Drawings.

Work items include:

Pathways (backbone and horizontal).

Telecommunications cabling.

Telecommunication outlet box.

Telecommunication outlet / connector assemblies.

Outside telecommunications cabling.

Telecommunications handholes.

Grounding and bonding.

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Item (No.) Item Description

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 10% of the total value of the Bid Item after initial submittals provided and updated/approved pursuant to COR / BIA Representative review.

Maximum 25% of the total value of the Bid Item after materials or equipment have been delivered and safely/securely stored onsite or at an approved offsite location.

Maximum 75% of the total value of the Bid Item after the Bid Item has been installed or constructed.

Maximum 100% of the total value of the Bid Item after Final Acceptance, including where applicable, performance testing, functional testing, leakage testing, final cleaning and other items as defined in Section 01 91 14, Equipment Testing and Facility Startup.

13 Sitework Payment for this item to be by the Contract Lump Sum Price and is to include all labor and materials to install the complete site work including, but not limited to, excavation, grading, backfill, and surfacing treatments as described in specifications and as shown on the Drawings.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 10% of the total value of the Bid Item after initial submittals provided and updated/approved pursuant to COR / BIA Representative review.

Maximum 25% of the total value of the Bid Item after materials or equipment have been delivered and safely/securely stored onsite or at an approved offsite location.

Maximum 75% of the total value of the Bid Item after the Bid Item has been installed or constructed.

Maximum 100% of the total value of the Bid Item after Final Acceptance, including where applicable, performance testing, functional testing, leakage testing, final cleaning and other items as defined in Section 01 91 14, Equipment Testing and Facility Startup.

14 Demobilization Payment for this item to be by the Contract Lump Sum Price, and is to include all labor and materials to perform the following Work items described in Section 01 91 14, Equipment Testing and Facility Startup:

Facility startup meetings.

Startup coordination.

Facility performance demonstration.

The following Work is included in other Bid items:

Functional and performance testing of equipment.

Demobilization also includes costs associated with demobilizing from Site upon completion of the Work, Record Drawings, and performing the Final Cleaning per Section 01 77 00, Closeout Procedures.

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Item (No.) Item Description

Demobilization also includes all labor and materials to perform the Work Items described in Section 01 78 23, Operation and Maintenance Data.

Payment will be per the Schedule of Values, paid at the contract Lump Sum Price according to the following:

Maximum 100% of the total value of the Bid Item after Final Acceptance, including where applicable, performance testing, functional testing, leakage testing, final cleaning and other items as defined in Section 01 91 14, Equipment Testing and Facility Startup.

1.07 NONPAYMENT FOR REJECTED OR UNUSED PRODUCTS

A. Payment will not be made for following:

1. Loading, hauling, and disposing of rejected material.

2. Quantities of material wasted or disposed of in manner not called for under Contract Documents.

3. Rejected loads of material, including material rejected after it has been placed by reason of failure of Contractor to conform to provisions of Contract Documents.

4. Material not unloaded from transporting vehicle.

5. Defective Work not accepted by Owner.

6. Material remaining on hand after completion of Work.

1.08 PARTIAL PAYMENT FOR STORED MATERIALS AND EQUIPMENT

A. Final Payment: Will be made only for products incorporated in Work;

remaining products, for which partial payments have been made, shall revert to Contractor unless otherwise agreed, and partial payments made for those items will be deducted from final payment.

1.09 PARTIAL PAYMENT FOR UNDELIVERED, PROJECT-SPECIFIC

MANUFACTURED OR FABRICATED EQUIPMENT

A. Notwithstanding above provisions, partial payments for undelivered (not yet delivered to Site or not stored in the vicinity of Site) products specifically manufactured for this Project, excluding off the shelf or catalog items, will be made for products listed below when all following conditions exist:

1. Partial payment request is supported by written acknowledgment from Suppliers that invoice requirements have been met.

2. Equipment is adequately insured, maintained, stored, and protected by appropriate security measures.

3. Each equipment item is clearly marked and segregated from other items to permit inventory and accountability.

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4. Authorization has been provided for access to storage Site for COR or BIA Representative.

5. Equipment meets applicable Specifications of these Contract Documents.

B. Failure of Contractor to continue compliance with above requirements shall give cause for Owner to withhold payments made for such equipment from future partial payments.

PART 2 PRODUCTS (NOT USED)

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SECTION 01 31 13

PROJECT COORDINATION

PART 1 GENERAL

1.01 SUBMITTALS

A. Informational:

1. Statement of Qualification (SOQ) for land surveyor or civil Engineer.

2. Online access to live-streaming video:

a. Equipment data sheets.

b. Installation layout plan for entire Work area coverage.

1.02 RELATED WORK AT SITE

A. General:

1. Other work that is either directly or indirectly related to scheduled performance of the Work under these Contract Documents, listed henceforth, is anticipated to be performed at Site by others.

2. Coordinate the Work of these Contract Documents with work of others as specified in General Conditions.

3. Include sequencing constraints specified herein as a part of Progress Schedule.

B. Power:

1. Agency and Contact Person: Jerry Martin, jmartin@yakamapower.com.

2. Work to be performed by Yakama Power: As specified in

Section 26 05 02, Basic Electrical Requirements.

3. Work to be performed by Contractor:

a. Coordinate Contractor’s Work with Yakama Power.

b. Contractor’s Work includes secondary trenching between transformer and meter and vertical and horizontal conduit to within 10 feet of meter, as shown and specified.

c. Perform Work in accordance with NEC and any applicable local codes.

4. Owner will be responsible for payment of direct charges of Yakama Power.

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C. Maintenance and Operation of Existing Irrigation Facilities:

1. Agency and Contact Person: Pete Plant, (509) 941-8024.

2. Work to be performed by Wapato Irrigation Project (WIP):

a. Ongoing operation of irrigation canal and facilities during dates set forth herein.

b. Intermittent onsite maintenance of irrigation canal and facilities outside the irrigation season.

1.03 UTILITY NOTIFICATION AND COORDINATION

A. Coordinate the Work with various utilities within Project limits. Notify applicable utilities prior to commencing Work, if damage occurs, or if conflicts or emergencies arise during the Work.

1. Electricity Company: Yakama Power.

a. Contact Person: Jerry Martin.

b. Telephone: (509) 865-7697.

2. Electricity Company: Pacific Power.

a. Telephone: (866) 870-3419.

3. Telephone Company: Lumen.

a. Contact Person: Cynthia Thornton.

b. Telephone: (571) 730-6431.

4. Gas Department: Cascade Natural Gas.

a. Telephone: (888) 522-1130.

5. Public Works Department: City of Wapato.

a. Contact Person: Jeff Schumaker.

b. Telephone: (509) 877-3031.

1.04 PROJECT MILESTONES

A. General: Include the Milestones specified herein as a part of the Progress Schedule required under Section 01 32 00, Construction Progress Documentation.

B. Project Milestones:

1. Described in the Agreement Form. Following is a detailed description of each:

a. Approved specifications for mobile generator, Section 26 32 13.13, Portable Diesel Engine Generator Set, August 1, 2025.

b. Approved Shop Drawings for Traveling Water Screens and Debris Conveyance System, Section 44 42 01, Traveling Water Screen, August 1, 2025.

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c. Limited In-Canal Access for minor work and final measurements (BIA has right-of way to accomplish operational work needs) – November 1, 2025.

d. In-Canal Work Start – November 18, 2025.

e. Functional Testing Complete – February 14, 2026.

f. In-Canal Work End – February 28, 2026.

g. Start of Facility Performance Demonstration – Upon Canal Filling by Owner (After February 28, 2026).

h. Final Completion and Acceptance including Record Drawings

Approved – April 30, 2026.

1.05 WORK SEQUENCING/CONSTRAINTS

A. General Restriction:

1. Location, construction, operation, maintenance, and removal of construction facilities will be subject to approval of the COR or BIA Representative.

2. Housing for construction personnel will not be permitted at the Job Site.

B. Include the following work sequences in the Progress Schedule:

1. Work affecting canal operations is restricted to the period between November 18, 2025 and February 28, 2026. For the remainder of the year between March 1 and October 31 each year, the canal and adjacent facilities involved in canal operation are reserved for Owner’s irrigation operations of the canal and Drop 1 Pumping Plant facilities, including annual shutdown and startup procedures.

1.06 FACILITY OPERATIONS

A. Continuous operation of Owner’s facilities is of critical importance. Schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified.

B. Perform Work continuously during critical connections and changeovers, and as required to prevent interruption of Owner’s operations.

C. When necessary, plan, design, and provide various temporary services, utilities, connections, temporary piping and heating, access, and similar items to maintain continuous operations of Owner’s facility.

D. Do not close lines, open or close valves, or take other action which would affect the operation of existing systems, except as specifically required by the Contract Documents and after authorization by COR or BIA Representative.

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Such authorization will be considered within 48 hours after receipt of Contractor’s written request.

E. Construct Work to allow for Owner’s continuous occupancy and for uninterrupted operation during construction.

1. All Work is bound by the Project Milestones and Work Sequencing/Constraints.

F. Process or Facility Shutdown: During the irrigation season as set forth herein, no process or facility shutdowns or power outages will be allowed, except as potentially granted under Article Work Sequencing/Constraints.

G. Do not proceed with Work affecting a facility’s operation without obtaining the COR’s or BIA Representative’s advance written approval of the need for and duration of such Work.

H. Relocation of Existing Facilities:

1. During construction, it is expected that minor relocations of Work will be necessary.

2. Provide complete relocation of existing structures and Underground Facilities, including piping, utilities, equipment, structures, electrical conduit wiring, electrical duct bank, and other necessary items.

3. Use only new materials for relocated facility. Match materials of existing facility, unless otherwise shown or specified.

4. Perform relocations to minimize downtime of existing facilities.

5. Install new portions of existing facilities in their relocated position prior to removal of existing facilities, unless otherwise accepted by the COR or BIA Representative.

1.07 CONTRACTOR USE OF PREMISES

A. Confine operations to the Site of the proposed Work within access limits shown on the Drawings or otherwise approved by the COR or BIA Representative.

B. Responsibility for protection and safekeeping of equipment and materials on or near the Site will be entirely that of the Contractor, and no claim will be made against the BIA for damaged equipment or material, whether or not the BIA has paid Contractor for equipment or materials in storage. The Contractor shall be solely responsible for obtaining, and shall pay all costs in connection with, any additional Work area, storage sites, access to the Site, or temporary right-of-way which may be required for proper completion of the Work.

C. No loose pets are allowed onsite.

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D. No discharging of firearms is allowed onsite.

1.08 ADJACENT FACILITIES AND PROPERTIES

A. Examination:

1. After Effective Date of the Agreement and before Work at Site is started, Contractor, COR, and affected property owners and utility owners shall make a thorough examination of pre-existing conditions including existing buildings, structures, and other improvements in vicinity of Work, as applicable, which could be damaged by construction operations.

2. Periodic reexamination shall be jointly performed to include, but not limited to, cracks in structures, settlement, leakage, and similar conditions.

B. Documentation:

1. Record and submit documentation of observations made on examination inspections in accordance with Article Construction Photographs.

2. Upon receipt, COR will review, sign, and return one record copy of documentation to Contractor to be kept on file in field office.

3. Such documentation shall be used as indisputable evidence in ascertaining whether and to what extent damage occurred because of Contractor’s operations, and is for the protection of adjacent property owners, Contractor, and Owner.

1.09 CONSTRUCTION SITE SURVEILLANCE AND VIDEO MONITORING

A. Contractor shall install temporary external Site cameras capable of providing a live video feed over the World Wide Web to remotely track project progress.

Cameras shall be installed prior to the commencement of Site Work and shall be removed within 48 hours of Contract completion.

B. The cameras shall meet the following minimum standards:

1. Camera system shall have a power backup (solar or battery) capability to ensure continuous 24/7 operational viewing.

2. Cameras shall use cellular signals to establish communication between the cameras, security system panels, and live monitoring stations as required.

3. Cameras shall be durable enough to handle diverse environments and climates with limited downtime. Contractor has 24 hours to repair or replace inoperable equipment.

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4. Cameras shall record in high definition (1080p) and have the Pan Tilt Zoom (PTZ) option that is capable of remote adjustment and be capable of viewing the exterior of the Site.

5. Cameras shall be mounted outside at a minimum of 20 feet above ground level to prevent camera line of Site blockage and allow continuous Site viewing.

6. Cameras live video feed shall be available 24/7 with active sharable site weblinks and a Mobile Application. Video footage shall be recorded for 30 days and be displayed with date and time counter.

7. Time lapse videos of the construction may be requested by the Contracting Officer depending on the situation.

8. Notification signs will be placed at the Site to inform individuals that they are under surveillance.

C. Camera system shall be compliant with Section 889(a)(1)(B) of the John S.

McCain National Defense Authorization Act (NDAA) for Fiscal Year (FY) 2019 (Pub. L. 115-232). For further information see FAR 52.204-24, Representation Regarding Certain Telecommunications and Video Surveillance Services.

1.10 REFERENCE POINTS AND SURVEYS

A. Owner’s Responsibilities:

1. Establish benchmarks convenient to Work.

2. Establish horizontal reference points or coordinate system with benchmarks and reference points for Contractor’s use as necessary to lay out Work.

3. Establish baseline from which facilities may be located.

B. Location and elevation of benchmarks are shown on the Drawings.

C. Contractor’s Responsibilities:

1. Provide additional survey and layout required to layout the Work.

2. Check and establish exact location of existing facilities prior to construction of new facilities and any connections thereto.

3. In event of discrepancy in data or staking provided by Owner, request clarification before proceeding with Work.

4. Retain professional land surveyor or civil engineer registered in state of

Project who shall perform or supervise engineering surveying necessary for additional construction staking and layout.

5. Maintain complete accurate log of survey work as it progresses as a Record Document.

6. On request of COR or BIA Representative, submit documentation.

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7. Provide competent employee(s), tools, stakes, and other equipment and materials as COR or BIA Representative may require to:

a. Survey and lay out the Work to be performed.

b. Measure quantities for payment purposes.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 SALVAGE OF MATERIALS

A. None.

3.02 CUTTING, FITTING, AND PATCHING

A. Cut, fit, adjust, or patch Work and work of others, including excavation and backfill as required, to make Work complete.

B. Obtain prior written authorization of COR or BIA Representative before commencing Work to cut or otherwise alter:

1. Structural or reinforcing steel, structural column or beam, elevated slab, trusses, or other structural member.

2. Weather-resistant or moisture-resistant elements.

3. Efficiency, maintenance, or safety of element.

4. Work of others.

C. Refinish surfaces to provide an even finish.

1. Refinish continuous surfaces to nearest intersection.

2. Refinish entire assemblies.

3. Finish restored surfaces to such planes, shapes, and textures that no transition between existing work and the Work is evident in finished surfaces.

D. Restore existing Work, Underground Facilities, and surfaces that are to remain in completed Work including concrete-embedded piping, conduit, and other utilities as specified and as shown on the Drawings.

E. Make restorations with new materials and appropriate methods as specified for new Work of similar nature; if not specified, use recommended practice of manufacturer or appropriate trade association.

F. Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces and fill voids.

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G. Remove specimens of installed Work for testing when requested by COR or BIA Representative.

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SECTION 01 31 19

PROJECT MEETINGS

PART 1 GENERAL

1.01 GENERAL

A. Contractor shall schedule physical arrangements for meetings throughout progress of the Work, prepare meeting agenda with regular participant input and distribute with written notice of each meeting, preside at meetings, record minutes to include significant proceedings and decisions, and reproduce and distribute copies of minutes within 3 days after each meeting to participants and parties affected by meeting decisions.

1.02 PRECONSTRUCTION CONFERENCE

A. Contractor shall be prepared to discuss the following subjects, as a minimum:

1. Required schedules.

2. Status of Bonds and insurance.

3. Sequencing of…