Load_Bank_Specs.pdf

PROJECT MANUAL

Carmen – Smith Fish Passage Facilities EWEB Load Bank Station

Volume 1

Division 01 through Division 49

100 Percent Submittal November 2024

Owner’s Representative:

Scott Gillespie, PE 4200 Roosevelt Blvd.

Eugene, OR 97402

Phone: (541) 685-7603 (Desk) Email: scott.gillespie@eweb.org

EWEB Carmen-Smith Fish Passage Facilities – B4 Load Bank Seals Page PW\DEN003\050054\D3221900\B4 Bypass Load Bank 00 01 07 - 1 January 2025

SECTION 00 01 07

SEALS PAGE

SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00, 01 12 00, 01 26 00, 01 29 00, 01 31 13, 01 31 19, 01 32 00, 01 33 00, 01 35 23, 01 42 13, 01 43 33, 01 45 16.13, 01 45 33, 01 50 00, 01 61 00, 01 64 00, 01 77 00, 01 78 23, 01 88 15, 01 91 14

DIVISION 02 – EXISTING CONDITIONS

DIVISION 09 – FINISHES

DIVISION 10 – SPECIALTIES

10 44 00

Digitally Signed on

January 27, 2025

Nathanial M. Wallace

EXP 6/30/2026

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 00 01 07 - 2

January 2025

SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 57 13

DIVISION 10 – SPECIALTIES

10 14 00

DIVISION 31 – EARTHWORK

31 10 00, 31 23 13, 31 23 16, 31 23 23, 31 23 23.15, 31 32 00, 31 32 19.16, 31 37 00

DIVISION 32 – EXTERIOR IMPROVEMENTS

DIVISION 33 - UTILITIES

Digitally Signed on

January 27, 2025, Matthew John Baldwin

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 00 01 07 - 3

January 2025

SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 67 00

DIVISION 03 – CONCRETE

DIVISION 05 – METALS

DIVISION 31 – EARTHWORK

31 63 29

Digitally Signed on

January 28, 2025

Jordan Pearson Illian

Digital Signature

EXP. 06/30/2025

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 00 01 07 - 4

January 2025

SPECIFICATIONS

DIVISION 11 – EQUIPMENT

DIVISION 13 – SPECIAL EQUIPMENT

DIVISION 26 – ELECTRICAL

26 05 02, 26 05 04, 26 05 05, 26 05 08, 26 05 26, 26 05 33, 26 08 00, 26 12 19, 26 13 19, 26 27 26, 26 32 36, 26 50 00

DIVISION 40 – PROCESS INTERCONNECTIONS

Digitally Signed on

January 28, 2025

Richard Louis Traxel

R

IC

HA RD LO

JA NUA R

83573PE

OREGON

EXPIRATION DATE:

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 00 01 07 - 5

January 2025

SPECIFICATIONS

DIVISION 26 – ELECTRICAL

26 05 46

Digitally Signed on

January 28, 2025

Benjamin Joseph Schuch

END OF SECTION

Digitally Signed on

January 30, 2025

Benjamin Joseph Schuch

EWEB Carmen-Smith Fish Passage Facilities – B4 Load Bank Table of Contents PW\DEN003\050054\D3221900\B4 Bypass Load Bank 00 01 10 - 1 November 2024

Table of Contents

This solicitation is organized and written in a manner consistent with the Construction Specification Institute (CSI) format. The following is a list of all Divisions, Sections, and Details that are included in the Project Manual.

VOLUME 1

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 NMW Summary of Work 01 12 00 NMW Recycling Requirements 01 26 00 NMW Contract Modification Procedures 01 29 00 NMW Payment Procedures 01 31 13 NMW Project Coordination

Supplement:

Request for Clarification

01 31 19 NMW Project Meetings 01 32 00 NMW Construction Progress Documentation 01 33 00 NMW Submittal Procedures

Supplement:

Submittal Transmittal Form

01 35 23 NMW Safety and Health Supplement:

Safety Incident Report

01 42 13 NMW Abbreviations and Acronyms 01 43 33 NMW Manufacturers’ Field Services

Supplements:

Manufacturer’s Certificate of Compliance Manufacturer’s Certificate of Proper Installation

01 45 16.13 NMW Contractor Quality Control 01 45 33 NMW Special Inspection, Observation, and Testing

Supplements:

Contractor’s Statement of Responsibility Fabricator’s Certificate of Compliance

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 00 01 10 - 2 November 2024

01 50 00 NMW Temporary Facilities and Controls Supplements:

USDA Forest Service – Pacific Northwest Region, Fire Protection and Suppression, R6-FS-6300-52 (5/97) USDA Forest Service – Pacific Northwest Region, Fire Protection and Suppression, Additional Fire Precautionary Measure 1 – Tank Truck, R6-FS-6300-53 (5/89)

USDA Forest Service – Pacific Northwest Region, Fire Protection and Suppression, Additional Fire Precautionary Measure 2 – Communications, R6-FS-6300-54 (5/89)

Emergency Control (AGAR 452.236-77) (NOV 1996) Willamette National Forest Commercial Road Rules – December 2016 Carmen Smith Powerhouse Top Deck & McKenzie River Bridge 18750 Structural Evaluation for Wildish Truck Loadings (August 2021) Oregon Department of Transportation – Local Agency Bridge Load Rating Posting Summary Sheet

01 57 13 MJB Temporary Erosion and Sediment Control 01 61 00 NMW Common Product Requirements Supplement:

Equipment System Responsibility Form 01 64 00 NMW Owner-Furnished Products 01 67 00 JPI Meteorological and Seismic Design Criteria 01 77 00 NMW Closeout Procedures 01 78 23 NMW Operation and Maintenance Data Supplement:

Maintenance Summary Form 01 88 15 NMW Anchorage and Bracing 01 91 14 NMW Equipment Testing and Facility Startup Supplements:

Startup Form Facility Performance Demonstration/Certification Form

DIVISION 02—EXISTING CONDITIONS

02 41 00 NMW Demolition

DIVISION 03—CONCRETE

03 01 32 JPI Repair of Vertical and Overhead Concrete Surfaces 03 01 33 JPI Repair of Horizontal Concrete Surfaces 03 10 00 JPI Concrete Forming and Accessories 03 15 00 JPI Concrete Joints and Accessories 03 21 00 JPI Steel Reinforcement

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 00 01 10 - 3 November 2024

03 30 00 JPI Cast-in-Place Concrete Supplements:

Concrete Mix Design, Class 4500F2S1W1C1 Concrete Mix Design, Class SCC4500F2S1W1C1 Concrete Mix Design, Class 4000NS Concrete Mix Design, Class TC00F0S1W1C1 03 39 00 JPI Concrete Curing 03 64 23 JPI Epoxy Resin Injection Grouting 03 64 24 JPI Polyurethane Injection Grouting

DIVISION 04—NOT USED

DIVISION 05—METALS

05 05 19 JPI Post-Installed Anchors 05 05 23 JPI Welding Supplement:

Welding and Nondestructive Testing Table 05 12 00 JPI Structural Steel Framing 05 50 00 JPI Metal Fabrications 05 53 00 JPI Metal Gratings

DIVISION 06 THROUGH DIVISION 08—NOT USED

DIVISION 09—FINISHES

09 90 00 CPI Painting and Coating Supplements:

Paint System Data Sheet (PSDS) Paint Product Data Sheet (PPDS)

DIVISION 10—SPECIALTIES

10 14 00 MJB Signage Supplement:

Sign Schedule 10 44 00 NMW Fire Protection Specialties

DIVISION 11—EQUIPMENT

11 68 82 RLT Outdoor Disconnect Switches Supplement:

Disconnect Switches Data Sheet

DIVISION 12—NOT USED

DIVISION 13—SPECIAL EQUIPMENT

13 34 19 RLT Pre-Assembled Metal Building

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 00 01 10 - 4 November 2024

DIVISION 14 THROUGH DIVISION 25—NOT USED

DIVISION 26—ELECTRICAL

26 05 02 RLT Basic Electrical Requirements Supplements:

Appendix A: Circuit List Appendix B: Raceway List Appendix C: Equipment List 26 05 04 RLT Basic Electrical Materials and Methods 26 05 05 RLT Conductors 26 05 08 RLT Non-Segregated Phase Bus Duct 26 05 26 RLT Grounding and Bonding for Electrical Systems 26 05 33 RLT Raceway and Boxes 26 05 46 BJS Tubular Steel Poles 26 08 00 RLT Commissioning of Electrical Systems 26 12 19 RLT Pad-Mounted Liquid Filled Medium Voltage Transformer 26 13 19 RLT Medium-Voltage Vacuum Interrupter Switchgear Supplements:

Appendix A - Switchgear Section Description Appendix B - Reference Drawing 26 27 26 RLT Wiring Devices 26 32 36 RLT Resistive Load Banks 26 50 00 RLT Lighting

DIVISIONS 27 THROUGH 30—NOT USED

DIVISION 31—EARTHWORK

31 10 00 MJB Site Clearing Supplement:

Work Plan: Tree Management 31 23 13 MJB Subgrade Preparation 31 23 16 MJB Excavation 31 23 23 MJB Fill and Backfill 31 23 23.15 MJB Trench Backfill 31 32 00 MJB Soil Stabilization 31 32 19.16 MJB Geotextile 31 37 00 MJB Riprap 31 63 29 JPI Drilled Shafts

DIVISION 32—EXTERIOR IMPROVEMENTS

32 11 23 MJB Aggregate Base Courses 32 31 13 MJB Chain Link Fences and Gates

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 00 01 10 - 5 November 2024

DIVISION 33—UTILITIES

33 05 01 MJB Conveyance Piping—General 33 05 01.02 MJB Ductile Iron Pipe and Fittings 33 12 16 MJB Water Utility Distribution Valves 33 41 01 MJB Storm Drain and Drainage Piping

DIVISION 34 THROUGH DIVISION 39—NOT USED

DIVISION 40—PROCESS INTERCONNECTIONS

40 67 11 RLT Control and Communication Panels Supplement:

Appendix A - Reference Drawings

EC3-3.6004 – Switchboards & Cabinets – 21"-32" Relay Rack Fabrication Details EC3-3.6005 – Switchboards & Cabinets – Relay Rack Wing Panel Fabrication Details EC3-3.6501 – Switchboards & Cabinets – Panel Segment Fabrication Details ED3-3.1000B – Switchboards and Cabinets – Switchboard

Layouts ED3-3.1000C – Switchboards and Cabinets – Switchboard

Layouts

DIVISION 41 THROUGH DIVISION 49—NOT USED

VOLUME 2

DRAWINGS

EWEB Carmen-Smith Fish Passage Facilities – B4 Load Bank Summary of Work PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 11 00 - 1 November 2024

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 SUMMARY

A. Provide all labor, materials, equipment, tools, and all incidentals necessary to complete the Work for this Contract, which includes but is not limited to the following Scope of Work:

1. Provide, install, start-up and commissioning of 10 load bank units.

2. Provide, install, start-up and commissioning of one switchgear.

3. Install, start-up, commissioning of one owner provided SF6 circuit breaker.

4. Install, start-up, commissioning of one owner furnished power transformer.

5. Provide and install three transmission poles.

6. Relocate existing utilities in the project area including a water line and culvert.

7. Clear and grub site, regrade project area including a relocated driveway and restore with crushed stone, gravel, and grass.

8. Provide an 8-foot tall chain link fence, with vehicle and man access gates around the perimeter of the Site for added Site security.

9. Provide excavation, supply, and install of structural concrete foundations including but not limited to:

a. Formwork.

b. Reinforcing steel.

c. Concrete placement.

d. Curing and finishing.

e. Cold and hot weather protection of concrete placement.

f. Grouting of all steel baseplates and equipment installed by this

Contract as required by Contract and vendor documents.

10. Excavate, supply, and install grounding grid system including all bonding.

11. Provide and install all busduct and appurtenances from transformer to switchgear such that it is complete.

12. Provide and install electrical equipment including switches, disconnects, instrument transformers, arresters, bus work, conductors, junction boxes and appurtenances.

13. Furnish and install all insulated wire and cable, conduit, and cable support systems required to complete the installation, including all connections to the switchgear and associated equipment.

14. Communications Fiber will be provided and installed by the Owner for a portion of the work, refer to Section 01 64 00, Owner-Furnished Products for additional information.

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 11 00 - 2 November 2024

15. Provide and install all light poles and associated controls such that it is a complete system.

16. Provide and install substation structural steel, anchor bolts, flat washers, nuts, and leveling nuts.

17. Provide and install air switches, insulators, connectors, and additional electrical equipment.

18. Provide all electrical commissioning and testing.

19. Furnish all labor, materials, and equipment necessary, related work indicated or implied by all of the Contract Documents.

20. Contractor shall only use labor that has been qualified by training and experience to capably perform the specified activities required to accomplish the work in a satisfactory manner.

21. Provide all off-loading and temporary storage of equipment provided under this Contract. Includes all safety regulations to meet the requirements of the Project Safety Plan and the Oregon rules and regulations. Contractor shall be responsible for preparing lifting plans for all major lifts.

1.02 GENERAL REQUIREMENTS

A. Do not obstruct walks or public ways without the written permission of governing authorities and Owner. Where routes are permitted to be closed, provide alternate routes.

B. Do not allow any disruption of existing utilities serving existing facilities.

Coordinate all outages with the Owner.

C. This Contractor shall comply with all County, City, local and State requirements.

D. All permits required for this Contractor’s Scope of Work to be provided by this Contractor. Provide all freight costs to jobsite. Include all permits and fees that may be required for transportation and off-loading of materials to jobsite.

E. All Work to be performed in such a manner to minimize disruption to existing services during construction. Coordination and temporary routing as reasonably necessary to maintain existing service is included in this Contract.

F. Provide all engineering and calculations to be stamped by Professional Engineer licensed in the State of Oregon, Shop Drawings, reports, as-built drawings, inspection/test reports, etc. in accordance with the Contract Documents for all work included herein. This Contractor shall be responsible to verify all field dimensions and make all required adjustments for variances in layout at no additional cost.

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 11 00 - 3 November 2024

G. Contractor shall be responsible to properly coordinate their portion of the work with EWEB and other subcontractors. No extra compensation shall be paid for work that has been installed without proper coordination between other subcontractors.

H. It shall be this Contractor’s responsibility to protect all adjacent materials and/or existing structures and utilities during the respective scope of work.

This contractor shall repair, replace, or pay to have replaced all materials and/or existing utilities damaged in the course of installation of this Scope of Work without delay to the Project.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

EWEB Carmen-Smith Fish Passage Facilities – Program Master Recycling Requirements PW\DEN003\050054\D3221900\Program Masters 01 12 00 - 1 November 2024

SECTION 01 12 00

RECYCLING REQUIREMENTS

PART 1 GENERAL

1.01 DEFINITIONS

A. Environmentally Preferable Products: Products that have a lesser or reduced effect on human health and the environment when compared with competing products that serve the same purpose. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

B. Post-Consumer Recycled Material: Material and by-products which have served their intended end-use by a consumer and have been recovered or diverted from solid waste. It does not include those materials and by-products generated from, and commonly reused within, an original manufacturing process.

C. Practicable: Sufficient in performance and available at a reasonable price.

D. Recycled Material: Any material that would otherwise be a useless, unwanted or discarded material except for the fact that the material still has useful physical or chemical properties after serving a specific purpose and can, therefore, be reused or recycled.

1.02 PROCEDURES

A. Printed and Photocopied Documents:

1. Bidder shall use recycled paper for all printed and photocopied documents related to the submission of this bid and fulfillment of this Contract and shall, whenever practicable, use both sides of the paper and ensure that the cover page of each document bears an imprint identifying it as recycled paper.

2. Contractor shall use recycled paper for all printed and photocopied documents related to correspondence with the Owner and Owner’s Project Representative for purposes of submittals, clarifications, change orders, and general correspondence. Whenever practicable, the Contractor shall use both sides of the paper and ensure that the cover page of each document bears an imprint identifying it as recycled paper.

PW\DEN003\050054\D3221900\Program Masters 01 12 00 - 2 November 2024

B. Demolition:

1. As part of the Owner’s sustainability goals for the Project, the Owner requires that the Contractor recycle as much material as possible during demolition. The Owner desires that this Project shall generate the least amount of waste possible and that processes that ensure the generation of as little waste as possible due to error, poor planning, breakage, mishandling, contamination, or other factors shall be employed.

2. The Contractor shall recycle, reuse, and salvage as much material as possible. The Contractor shall submit a waste handling plan detailing how the waste streams will be separated and managed.

3. The Contractor is responsible for removing and reusing, recycling, or salvaging all other materials associated with the demolition of buildings, pavement, vegetation, utilities, and any other site improvements.

4. The Contractor shall provide onsite instruction of appropriate separation, handling separation, handling, and recycling, salvage, reuse and return methods to be used by all parties at the appropriate stages of the Project. The following minimum requirements shall apply for demolition work.

a. The Contractor shall recycle a minimum of 80 percent of the demolished cast-in-place concrete and asphalt. Material removed from the Site may be crushed and/or ground down and reused in construction of other materials offsite.

b. The Contractor shall ensure that that 90 percent of the metal removed from the Site resulting from the demotion required in the Contract Documents shall be recycled as scrap metal and reused in construction of other materials offsite.

c. The Contractor shall ensure that excess cut material removed from the Site will be used as fill material offsite for the purpose of providing a beneficial use and that the Contractor will ensure that the material will not be land filled.

C. Recycled Product Procurement Policy: The Contractor, wherever practical, shall support markets for recycled and other environmentally preferable products. The Contractor shall develop a Recycled Product Procurement Policy as noted below and submit the policy to the Owner.

1. The Contractor agrees that “environmentally preferable products” will be purchased and utilized where practicable. Develop and maintain information about environmentally preferable products and recycled products containing the maximum practicable amount of recycled materials, to be purchased.

2. The Contractor shall report total purchases of environmentally preferable, recycled, and nonrecycled products.

PW\DEN003\050054\D3221900\Program Masters 01 12 00 - 3 November 2024

3. Nothing in this Contractors policy shall be construed as requiring the Contractor to procure products that do not perform adequately for their intended use or are not available at a reasonable price in a reasonable period of time.

D. Reporting Requirements: Semi-annually, the Contractor shall furnish to the Owner usage reports showing a summary of the ordering, disposal, and/or history of products that have been recycled. The report must show at minimum, description and total quantity of each item ordered or disposed of during the reporting period, The Owner reserves the right to request additional information, if required, when reviewing Contract activity.

PART 2 PRODUCTS (NOT USED)

EWEB Carmen-Smith Fish Passage Facilities – B4 Load Bank Contract Modification PW\DEN003\050054\D3221900\B4 Bypass Load Bank Procedures November 2024 01 26 00 - 1

SECTION 01 26 00

CONTRACT MODIFICATION PROCEDURES

PART 1 GENERAL

1.01 PROPOSAL REQUESTS

A. Owner may, in anticipation of ordering an addition, deletion, or revision to the Work, request Contractor to prepare a detailed proposal of cost and times to perform contemplated change.

B. Proposal request will include reference number for tracking purposes and detailed description of and reason for proposed change, and such additional information as appropriate and as may be required for Contractor to accurately estimate cost and time impact on Project.

C. Proposal request is for information only; Contractor is neither authorized to execute proposed change nor to stop Work in progress as result of such request.

D. Contractor’s written proposal shall be transmitted to Owner promptly, but not later than 14 days after Contractor’s receipt of Owner’s written request.

Proposal shall remain firm for a maximum period of 45 days after receipt by Owner’s Project Representative.

E. Owner’s request for proposal or Contractor’s failure to submit such proposal within the required time period will not justify a Claim for an adjustment in Contract Price or Contract Times (or Milestones).

1.02 CLAIMS

A. Include, at a minimum:

1. Specific references including (i) Drawing numbers, (ii) Specification section and article/paragraph number, and (iii) Submittal type, Submittal number, date reviewed, Engineer’s comment, as applicable, with appropriate attachments.

2. Stipulated facts and pertinent documents, including photographs and statements.

3. Interpretations relied upon.

4. Description of (i) nature and extent of Claim, (ii) who or what caused the situation, (iii) impact to the Work and work of others, and

(iv) discussion of claimant’s justification for requesting a change to price or times or both.

5. Estimated adjustment in price claimant believes it is entitled to with full documentation and justification.

November 2024 01 26 00 - 2

6. Requested Change in Contract Times: Include at least (i) Progress Schedule documentation showing logic diagram for request,

(ii) documentation that float times available for Work have been used, and (iii) revised activity logic with durations including subnetwork logic revisions, duration changes, and other interrelated schedule impacts, as appropriate.

7. Documentation as may be necessary as set forth below for Work Change Directive, and as Owner’s Project Representative may otherwise require.

1.03 WORK CHANGE DIRECTIVES

A. Procedures:

1. Owner will:

a. Initiate, including a description of the Work involved and any attachments.

b. Affix signature, demonstrating Engineer’s recommendation, if applicable.

c. Affix signature, demonstrating approval of the changes involved.

d. Transmit five copies to Owner for authorization.

e. Send one copy to the Owner’s field representative, and

Contractor.

2. Upon completion of Work covered by the Work Change Directive or when final Contract Times and Contract Price are determined, Contractor shall submit documentation for inclusion in a Change Order.

3. Contractor’s documentation shall include but not be limited to:

a. Appropriately detailed records of Work performed to enable determination of value of the Work.

b. Full information required to substantiate resulting change in

Contract Times and Contract Price for Work. On request of Owner, provide additional data necessary to support documentation.

c. Support data for Work performed on a unit price or Cost of the Work basis with additional information such as:

1) Dates Work was performed, and by whom.

2) Time records, wage rates paid, and equipment rental rates.

3) Invoices and receipts for materials, equipment, and subcontracts, all similarly documented.

B. Effective Date of Work Change Directive: Date of signature by Owner, unless otherwise indicated thereon.

November 2024 01 26 00 - 3

1.04 CHANGE ORDERS

A. Procedure:

1. Owner will prepare a digital copy of the proposed Change Order and transmit such with Owner’s written recommendation and request to Contractor for signature.

2. Contractor shall, upon receipt, either: (i) promptly sign Change Order, retaining one copy for its file, and returning the signed Change Order to the Owner for Owner’s signature, or (ii) return unsigned Change Order with written justification for not executing Change Order.

3. Upon receipt of Contractor-executed Change Order, Owner will promptly either:

a. Execute Change Order, retaining one copy for its file and returning the Change Order to Owner.

b. Return to the Owner an unsigned Change Order with written justification for not executing Change Order.

4. Upon receipt of Owner-executed Change Order, Contractor shall:

a. Perform Work covered by Change Order.

b. Revise Schedule of Values to adjust Contract Price and submit with next Application for Payment.

c. Revise Progress Schedule to reflect changes in Contract Times, if any, and to adjust times for other items of Work affected by change.

d. Enter changes in Project record documents after completion of change related Work.

B. In signing a Change Order, Owner and Contractor acknowledge and agree that:

1. Stipulated compensation (Contract Price or Contract Times, or both) set forth includes payment for (i) the Cost of the Work covered by the Change Order, (ii) Contractor’s fee for overhead and profit,

(iii) interruption of Progress Schedule, (iv) delay and impact, including cumulative impact, on other Work under the Contract Documents, and

(v) extended overheads.

2. Change Order constitutes full mutual accord and satisfaction for the change to the Work.

3. Unless otherwise stated in the Change Order, all requirements of the original Contract Documents apply to the Work covered by the Change Order.

November 2024 01 26 00 - 4

1.05 COST OF THE WORK

A. In determining the supplemental costs allowed in the General Conditions for rental equipment and machinery, the following will apply.

B. Rental of construction equipment and machinery and the parts thereof having a replacement value in excess of $1,000, whether owned by Contractor or rented or leased from others, shall meet the following requirements:

1. Full rental costs for leased equipment shall not exceed rates listed in the Rental Rate Blue Book published by Equipment Watch, San Jose, California, as adjusted to the regional area of the Project. Owned equipment costs shall not exceed the single shift rates established in the Cost Reference Guide (CRG) also published by Equipment Watch. The most recent published edition in effect at commencement of actual equipment use shall be used.

2. Rates shall apply to equipment in good working condition. Equipment not in good condition, or larger than required, may be rejected by Owner’s Project Representative or accepted at reduced rates.

3. Leased Equipment:

a. For equipment leased or rented in arm’s length transactions from outside vendors, maximum rates shall be determined by the following actual usage/Blue Book Payment Category:

1) Less than 8 Hours: Hourly rate.

2) Eight or More Hours but Less Than 7 Days: Daily rate.

3) Seven or More Days but Less Than 30 Days: Weekly rate.

4) 30 Days or More: Monthly rate.

4. Arm’s length rental and lease transactions are those in which the firm involved in the rental or lease of equipment is not associated with, owned by, have common management, directorship, facilities and/or stockholders with the firm renting the equipment.

5. Leased Equipment in Use: Actual equipment use time documented by Owner’s Project Representative shall be the basis that equipment was on and utilized at the Project Site. In addition to the leasing rate above, equipment operational costs shall be paid at the estimated hourly operating cost rate set forth in the Blue Book if not already included in the lease rate. Hours of operation shall be based upon actual equipment usage to the nearest quarter hour, as recorded by Owner’s Project Representative.

6. Leased Equipment, When Idle (Standby): Idle or standby equipment is equipment onsite or in transit to and from the Work Site and necessary to perform the Work under the modification, but not in actual use. Idle equipment time, as documented by Owner’s Project Representative, shall be paid at the leasing rate determined above, excluding operational costs.

November 2024 01 26 00 - 5

7. Owned and Other Equipment in Use: Equipment rates for owned equipment or equipment provided in other than arm’s length transaction shall not exceed the single shift total hourly costs rate developed in accordance with the CRG and as modified herein for multiple shifts.

This total hourly rate will be paid for each hour the equipment actually performs Work. Hours of operation shall be based upon actual equipment usage as recorded by Owner’s Project Representative. This rate shall represent payment in full for Contractor’s direct costs.

8. Owned and Other Equipment, When Idle (Standby): Equipment necessary to be onsite to perform the Work on single shift operations, but not utilized, shall be paid for at the ownership hourly expense rate developed in accordance with the CRG, provided its presence and necessity onsite has been documented by Owner’s Project Representative. Payment for idle time of portions of a normal workday, in conjunction with original contract Work, will not be allowed. In no event shall idle time claimed in a day for a particular piece of equipment exceed the normal Work or shift schedule established for the Project. It is agreed that this rate shall represent payment in full for Contractor’s direct costs. When Owner’s Project Representative determines that the equipment is not needed to continuously remain at the Work Site, payment will be limited to actual hours in use.

9. Owned and Other Equipment, Multiple Shifts: For multiple shift operations, the CRG single shift total hourly costs rate shall apply to the operating equipment during the first shift. For subsequent shifts, up to 2 in a 24-hour day, operating rate shall be the sum of the total hourly CRG operating cost and 60 percent of the CRG ownership and overhaul expense. Payment for idle or standby time for second and third shifts shall be 20 percent of the CRG ownership and overhaul expense.

10. When necessary to obtain owned equipment from sources beyond the Project limits, the actual cost to transfer equipment to the Work Site and return it to its original location will be allowed as an additional item of expense. Move-in and move-out allowances will not be made for equipment brought to the Project if the equipment is also used on original Contract or related Work.

11. If the move-out destination is not to the original location, payment for move-out will not exceed payment for move-in.

12. If move is made by common carrier, the allowance will be the amount paid for the freight. If equipment is hauled with Contractor’s own forces, rental will be allowed for the hauling unit plus the hauling unit operator’s wage. If equipment is transferred under its own power, the rental will be 75 percent of the appropriate total hourly costs for the equipment, without attachments, plus the equipment operator’s wage.

13. Charges for time utilized in servicing equipment to ready it for use prior to moving and similar charges will not be allowed.

November 2024 01 26 00 - 6

14. When a breakdown occurs on any piece of owned equipment, payment shall cease for that equipment and any other owned equipment idled by the breakdown.

15. If any part of the Work is shut down by Owner, standby time will be paid during nonoperating hours if diversion of equipment to other Work is not practicable. Owner’s Project Representative reserves the right to cease standby time payment when an extended shutdown is anticipated.

16. If a rate has not been established in the CRG for owned equipment, Contractor may:

a. If approved by Owner’s Project Representative, use the rate of the most similar model found, considering such characteristics as manufacturer, capacity, horsepower, age, and fuel type.

b. Request Equipment Watch to furnish a written response for a rate on the equipment, which shall be presented to Owner’s Project Representative for approval.

c. Request Owner’s Project Representative to establish a rate.

1.06 FIELD ORDER

A. Owner will issue Field Orders, with three copies to Contractor.

B. Effective date of the Field Order shall be the date of signature by Owner, unless otherwise indicated thereon.

C. Contractor shall acknowledge receipt by signing and returning one copy to Owner.

D. Field Orders will be incorporated into subsequent Change Orders, as a no-cost change to the Contract.

PART 2 PRODUCTS (NOT USED)

EWEB Carmen-Smith Fish Passage Facilities – B4 Load Bank Payment Procedures PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 29 00 - 1 November 2024

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 ALLOWANCES

A. Consult with Engineer in selection of products or services. Obtain proposals from Suppliers and installers and offer recommendations.

B. Allowances will be administered in accordance with the General Conditions.

C. Submit, with application for payment, invoice showing date of purchase, from whom the purchase was made, the date of delivery of the product or service, and the price, including delivery to the Site and applicable taxes.

1.03 SCHEDULE OF VALUES

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

B. 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:

1. Reflect specified cash and contingency allowances and alternates, as applicable.

2. List bonds and insurance premiums, mobilization, demobilization, preliminary and detailed progress schedule preparation, equipment testing, facility startup, and contract closeout separately.

3. Break down by Division 2 through Division 49 with appropriate subdivision of each Specification for each Project facility.

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 29 00 - 2 November 2024

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 in a spreadsheet format compatible with latest version of Excel.

1.04 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.

1.05 APPLICATION FOR PAYMENT

A. Transmittal Summary Form: Attach one Summary Form with each detailed Application for Payment for each schedule 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.

C. Provide separate form for each schedule as applicable.

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

E. Include separate line item for each Change Order and Work Change Directive executed prior to date of submission. Provide further breakdown of such as requested by Owner.

F. Preparation:

1. Round values to nearest dollar.

2. Submit Application for Payment, including a Transmittal Summary

Form and detailed Application for Payment Form(s) for each schedule as applicable, a listing of materials on hand for each schedule as applicable, and such supporting data as may be requested by Owner’s Project Representative.

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 29 00 - 3 November 2024

1.06 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, material shall be weighed on scales furnished by Contractor and certified accurate by state agency responsible. Weight or load slip shall be obtained from weigher and delivered to Owner’s 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.

D. Vehicles used to haul material being paid for by weight shall be weighed empty daily and at such additional times as required by Owner’s Project Representative. Each vehicle shall bear a plainly legible identification mark.

E. Materials that are specified for measurement by the cubic yard measured in the vehicle shall be hauled in vehicles of such type and size that actual contents may be readily and accurately determined. Unless all vehicles are of uniform capacity, each vehicle must bear a plainly legible identification mark indicating its water level capacity. Vehicles shall be loaded to at least their water level capacity. Loads hauled in vehicles not meeting above requirements or loads of a quantity less than the capacity of the vehicle, measured after being leveled off as above provided, will be subject to rejection, and no compensation will be allowed for such material.

F. Quantities Based on Profile Elevations: Existing ground profiles shown on Drawings were taken from a topographic map drawn with contour intervals of 2 feet with supplementary spot elevations to nearest half foot.

G. Quantities will be based on ground profiles shown. Field surveys will not be made to confirm accuracy of elevations shown.

H. Where measurement of quantities depends on elevation of existing ground, elevations obtained during construction will be compared with those shown on Drawings. Variations of 1 foot or less will be ignored, and profiles shown on Drawings will be used for determining quantities.

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 29 00 - 4 November 2024

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

Item Method of Measurement

AC Acre—Field Measure by Resident Project Representative

CY Cubic Yard—Field Measure by Resident Project Representative within limits specified or shown

CY-VM Cubic Yard—Measured in Vehicle by Volume

EA Each—Field Count by Resident Project Representative

GAL Gallon—Field Measure by Resident Project Representative

HR Hour

LB Pound(s)—Weight Measure by Scale

LF Linear Foot—Field Measure by Resident Project Representative

MFBM Thousand Foot Board Measure—Field Measure by Resident Project Representative

SF Square Foot

SY Square Yard

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

1.07 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.

1.08 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.

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 29 00 - 5 November 2024

1.09 PARTIAL PAYMENT FOR STORED MATERIALS AND EQUIPMENT

A. Partial Payment: No partial payments will be made for materials and equipment delivered or stored unless Shop Drawings and preliminary operation and maintenance data is acceptable to Owner.

B. 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.

PART 2 PRODUCTS (NOT USED)

EWEB Carmen-Smith Fish Passage Facilities – B4 Load Bank Project Coordination PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 31 13 - 1 November 2024

SECTION 01 31 13

PROJECT COORDINATION

PART 1 GENERAL

1.01 SUMMARY

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 those listed below.

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.

4. In coordinating and executing this Contract and these Project specifications, Owner reserves the right to assign and designate one or more Owner’s Project Representatives. Owner and Owner’s Project Representative reserve the right to assign and delegate responsibility and authority to act under these specifications to Engineer, Resident Project Representative, or others, as communicated in writing to the Contractor.

1.02 DEFINITIONS

A. Engineer: The individual or entity that is the representative of the design consultant, or third-party support to the Owner’s Project Representative.

B. Owner: The individual or entity with which Contractor has contracted regarding the Work, and which has agreed to pay Contractor for the performance of the Work, pursuant to the terms of the Contract.

C. Owner’s Project Representative: The authorized representative of the Owner or a person under contract to the Owner with authority to act on behalf of the Owner on all matters pertaining to the design and construction of the Project.

1.03 SUBMITTALS

A. Informational Submittals: Maintenance of Plant Operations Plan (MOPO).

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 31 13 - 2 November 2024

1.04 MAINTENANCE OF PLANT OPERATIONS PLAN

A. Develop a written plan, to be reviewed by Owner’s operations personnel; to include the following:

1. Listing of critical activities that will impact the existing facilities ability to operate/function.

2. Step-by-step instructions for Contractor and Owner personnel to follow for coordinating relevant activities.

1.05 UTILITY NOTIFICATION AND COORDINATION

A. Utility functionality is critical to the safe operation of the Carmen-Smith Hydroelectric Project, all care must be taken to minimize downtime, damage, or disturbance to utility system functions that may affect safe operation of the Project. Interruption of utilities shall consider impact to dam safety and emergency actions prior to interruption, and emergency action plan and operations shall take into account the impact prior to the work being performed.

B. Coordinate utilities Work within Project limits. Notify Owner 30 days prior to commencing Work, if damage occurs, or if conflicts or emergencies arise during Work.

1.06 FACILITY OPERATIONS

A. Continuity of Owner Operations:

1. The Carmen-Smith Hydroelectric Project continuously produces power and controls the release of water through Carmen Diversion Reservoir, Smith Reservoir, and Trail Bridge Reservoir. This function shall not be interrupted except as agreed to for planned shutdowns to accommodate the Work. The Contractor shall coordinate all work with the Owner to establish safe working conditions when adjacent to energized or active process and shall avoid any interference with normal operation of the hydroelectric facilities. The Contractor shall provide continuous access to existing facilities and residences at the Carmen-Smith campus.

2. Notify the Owner in writing a minimum 30 days in advance of the time it is planned to take any utility or system out of service. Provide confirmation of date and timing a minimum of 3 working days in advance. Provide temporary power, materials and equipment as required to maintain continuous operation except as specifically approved by the Owner. Maintain the integrity of existing utilities at all times.

Relocation of water or other utilities shall have a maximum downtime of 2 hours.

3. Contractor shall be responsible for coordination and notifications regarding all disruptions due to scheduled Work.

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 31 13 - 3 November 2024

4. The Contractor shall make suitable arrangements for alternate access to existing facilities when primary traffic routes are disrupted due to construction activities. Access on non-EWEB roads will require the Contractor to coordinate with the US Forest Service or ODOT depending on road being impacted as applicable.

a. The Contractor is made aware that the other activities may be underway in the general area simultaneously with the construction period. Contractor is responsible for coordinating joint access arrangements as necessary.

b. Contractor shall maintain a minimum of 14-feet wide access road to the Carmen Powerhouse.

B. Dam Safety Considerations: Trail Bridge Dam and Carmen Powerhouse provides safe control of water within the McKenzie River. All work that may affect the control of water, or the ability of EWEB to take safe action in regards to the dam, shall be coordinated with the Owner, and include clear definition on the timing, the impact, potential hazards, and the mitigation of hazards shall they occur. This includes, but is not limited to Carmen Powerhouse shutdowns for electrical and control tie-ins.

C. Protected Species and Cultural Resources: The Carmen-Smith Project is located in an area that contains habitat for a number of special status and protected species. Protected cultural resources are also present in the Project vicinity. Contractor shall coordinate with the Owner on completion of all Work that may impact protected species or cultural resources. Contractor shall provide Owner-developed training materials addressing protection of special status species and cultural resource to all employees and subcontractors prior to initiating Work on the jobsite.

D. Do not proceed with Work affecting a facility’s operation without obtaining Owner’s advance approval of the need for and duration of such Work.

E. 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.

F. Install new portions of existing facilities in their relocated position prior to removal of existing facilities, unless otherwise accepted by Engineer.

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 31 13 - 4 November 2024

1.07 PROJECT MILESTONES AND CONSTRAINTS

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

B. Constraints:

1. The following seasonal constraints shall apply each year of construction, except as modified in consultation with the Fish Working Group and applicable permitting agencies:

a. Contractor shall notify EWEB of any work in or on the Carmen

Powerhouse within 30 days in advance of any work.

b. Fire Season with USFS Operating Constraints: Typically April 1, to October 31, though actual conditions may alter this period.

c. Spotted Owl Related Restrictions: No tree removal in spotted owl designated habitat March 1 to July 15.

d. Owner Observed Holidays: The Owner observes the following holidays, and no work shall be scheduled on those days. Date of observance as determined by the Owner.

1) New Year's Day: January 1.

2) Martin Luther King Jr. Day: Third Monday of January.

3) President's Day: Third Monday of February.

4) Memorial Day: Last Monday of May.

5) Juneteenth: June 19.

6) Independence Day: July 4.

7) Labor Day: First Monday of September.

8) Veteran's Day: November 11.

9) Thanksgiving: Fourth Thursday of November.

10) Day after Thanksgiving.

11) Christmas Day: December 25.

C. Schedule Milestones:

1. The Schedule milestones for substantial completion are as follows.

2. Notifications:

a. Contractor shall provide the following written notices to Owner:

Work Item

Days Prior to Desired Time of Starting Work

Contractor mobilization 14

Contractor connecting into any existing facilities, taking any existing facilities out of service, or demolishing existing facilities

Contractor ready for completion of Work by 30

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 31 13 - 5 November 2024

Work Item

Days Prior to Desired Time of Starting Work

EWEB crews

Contractor restricting normal traffic flow 7

Contractor testing or commissioning new facilities, systems, and equipment

Contractor ready for punch list inspection 7

Temporary Waterline Bypass Disinfection and Tie Ins

Permanent Waterline Relocation Disinfection and Tie Ins

b. Confirm time and date for these activities at least 3 working days in advance. In addition, Work on the items above shall not start until Contractor receives written approval from Owner.

1.08 PERMITS

A. Project permit requirements shall be considered part of the Construction Documents. Contractor shall adhere to all permit requirements, where BMPs identified elsewhere in the Contract Documents are in conflict with the permit requirements the more conservative BMP requirements shall control. The Contractor shall comply with all permit s and licenses, including but not limited to the permits listed below. Contractor to note that some permits will not be issued at the time of construction. Contractor to review the permits for conformance once issued.

B. Oregon Department of Environmental Quality 1200-C Construction Stormwater General Permit. Contractor shall apply for and obtain a 1200-C permits prior to starting land disturbing activities. See Section 01 57 13, Temporary Erosion and Sediment Control, for requirements.

C. Linn County, OR Commercial Building Permits including but not limited to structural, electrical, and plumbing.

PW\DEN003\050054\D3221900\B4 Bypass Load Bank 01 31 13 - 6 November 2024

1.09 WORK SEQUENCE

A. General:

1. Immediately upon contract award, Contractor shall begin preparation of any submittals or documents necessary for issuance of permits or external agency…