ATTACHMENT B Tech Specs Elk River Hatchery New Rearing Ponds.pdf

TABLE OF CONTENTS TS-i Elk River Hatchery New Rearing Ponds Engineering Project # 23-037

TECHNICAL SPECIFICATIONS

ELK RIVER HATCHERY NEW REARING PONDS

TABLE OF CONTENTS

MAY 13th, 2026

Division .... Section Title ................................................................................................... ...…Page Number

DIVISION 01 – GENERAL REQUIREMENTS

01 09 10 Reference Standards ....................................................................................................... TS-3 01 10 00 Summary of Work .......................................................................................................... TS-7 01 22 00 Measurement and Payment ............................................................................................ TS-11 01 31 00 Project Management and Coordination .......................................................................... TS-19 01 33 00 Submittal Procedures ...................................................................................................... TS-27 01 35 13 Project Procedures .......................................................................................................... TS-31 01 37 00 Schedule of Values ......................................................................................................... TS-33 01 40 00 Quality Control ............................................................................................................... TS-35 01 50 00 Temporary Facilities and Controls ................................................................................. TS-37 01 60 00 Product Requirements .................................................................................................... TS-43 01 70 00 Project Closeout ............................................................................................................. TS-45 01 73 00 Operating and Maintenance Data ................................................................................... TS-47 01 78 39 Project Record Documents ............................................................................................. TS-51

DIVISION 03 – CONCRETE

03 11 13 Cast-In-Place Concrete Forming .................................................................................... TS-55 03 20 00 Concrete Reinforcing ..................................................................................................... TS-61 03 30 00 Cast-In-Place Concrete ................................................................................................... TS-67

DIVISION 05 – METALS

05 05 22 Metal Welding ................................................................................................................ TS-93 05 50 00 Metal Fabrications .......................................................................................................... TS-99 05 52 00 Metal Railings ................................................................................................................ TS-107 05 52 13 Pipe and Tube Railings ................................................................................................... TS-109 05 53 00 Metal Gratings ................................................................................................................ TS-113

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 16 00 Reactive Waterproofing ................................................................................................. TS-119

DIVISION 26 – ELECTRICAL

26 00 00 Electrical ......................................................................................................................... TS-129 26 05 00 Electrical General Requirements .................................................................................... TS-133 26 05 10 Basic Electrical Materials and Methods ......................................................................... TS-139

TECHNICAL SPECIFICATIONS

ELK RIVER HATCHERY NEW REARING PONDS

TABLE OF CONTENTS – CONTINUED

Division .... Section Title .................................................................................................... …Page Number

TABLE OF CONTENTS TS-ii Elk River Hatchery New Rearing Ponds Engineering Project # 23-037

DIVISION 31 – EARTHWORK

31 00 00 Earthwork ....................................................................................................................... TS-147 31 20 00 Earthwork and Trenching ............................................................................................... TS-149 31 23 10 Site Demolition and Preparation .................................................................................... TS-159 31 23 19 Dewatering ..................................................................................................................... TS-165 31 51 00 Erosion Control .............................................................................................................. TS-169

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 18 Surface Restoration ........................................................................................................ TS-177 32 31 13 Chain Link Fencing ........................................................................................................ TS-181

DIVISION 33 – UTILITIES

33 05 16 Precast Concrete Vaults and Culverts ............................................................................ TS-189

DIVISION 40 – PROCESS INTERCONNECTIONS

40 05 33 High Density Polyethelene Process Pipe ........................................................................ TS-195 40 05 50 Process Valves ................................................................................................................ TS-201

DIVISION 01 – GENERAL REQUIREMENTS

New Rearing Ponds Engineering Project # 23-037 TS-1

New Rearing Ponds Engineering Project # 23-037 TS-2

PAGE LEFT BLANK INTENTIONALLY

REFERENCE STANDARDS 01 09 10

New Rearing Ponds Engineering Project # 23-037 TS-3

SECTION 01 09 10 – REFERENCE STANDARDS

PART 1 – GENERAL

1.1 QUALITY ASSURANCE

A. Titles of Sections and Paragraphs: Captions accompanying Technical Specification sections and paragraphs are for convenience of reference only and are not to be used to define the limits of subcontracts.

B. Applicable publications: Whenever in these Technical Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the Work is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements.

C. Without limiting the generality of other requirements of the Technical Specifications, all Work specified herein shall conform to or exceed the requirements of applicable codes and the appli-cable requirements of the following documents to the extent that the provisions of such docu-ments are not in conflict with the requirements of these Technical Specifications nor the appli-cable codes.

D. In case of conflict between codes, reference standards, Drawings and the other Contract Doc-uments, the most stringent requirements shall govern. Conflicts shall be brought to the atten-tion of the Owner’s Authorized Representative for written clarification and directions prior to ordering or providing any materials or labor.

E. Applicable Standard Technical Specifications: The Contractor shall construct the Work speci-fied herein in accordance with the requirements of the Contract Documents and the referenced portions of those referenced codes, standards, and specifications listed herein (except, that wherever references to “Standard Specifications” are made, the provisions therein for meas-urement and payment shall not apply).

F. References herein to “OSHA Regulations for Construction” shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

G. References herein to “OSHA Standards” shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amend-ments thereto.

1.2 REFERENCE SPECIFICATIONS, CODES AND STANDARDS

A. THE FOLLOWING DOCUMENTS OR AGENCIES MAY BE REFERENCED IN THE

CONTRACT DOCUMENTS

AA Aluminum Association AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturer’s Association AAR Association of American Railroads AASHTO American Association of State Highway and Transportation Officials AATCC American Association of Textile Chemists and Colorists ACI American Concrete Institute ADC Air Diffusion Council

New Rearing Ponds Engineering Project # 23-037 TS-4

AEIC Associated Edison Illumination Companies AFBMA Anti-Friction Bearing Manufacturer’s Association, Inc.

AGA American Gas Association AGC Associated General Contractors of America AGMA American Gear Manufacturer’s Association AHAM Association of Home Appliance Manufacturer’s AI The Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Moving and Conditioning Association ANS American Nuclear Society ANSI American National Standards Institute, Inc.

APA American Plywood Association API American Petroleum Institute APWA American Public Works Association AREA American Railway Engineering Association AHRI Air-Conditioning, Heating, and Refrigeration Institute ASA Acoustical Society of America ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating, and Air Conditioning

Engineers ASLE American Society of Lubricating Engineers ASME American Society of Mechanical Engineers ASPA American Sod Producers Association ASQC American Society of Quality Control ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association BBC Basic Building Code, Building Officials and Code Administrators International BHMA Builders Hardware Manufacturer’s Association CBM Certified Ballast Manufacturers CDA Copper Development Association CEMA Conveyors Equipment Manufacturer’s Association CGA Compressed Gas Association CLPCA California Lathing and Plastering Contractors Association CLFMI Chain Link Fence Manufacturer’s Institute CMA Concrete Masonry Association COE Corp of Engineers CRSI Concrete Reinforcing Steel Institute CSI Construction Specifications Institute DCDMA Diamond Core Drill Manufacturer’s Association DOE Department of Ecology

New Rearing Ponds Engineering Project # 23-037 TS-5

DOT Department of Transportation EEI Edison Electric Institute EIA Electronic Industries Association EJCDC Engineer’s Joint Contract Documents Committee EJMA Expansion Joint Manufacturer’s Association EPA Environmental Protection Agency ETL Electrical Test Laboratories FGMA Flat Glass Marketing Association FM Factory Mutual FS Federal Specification GA Gypsum Association IBC International Building Code ICBO International Conference of Building Officials ICC Interstate Commerce Commission IEEE Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society IME Institute of Makers of Explosives IMIA International Masonry Industry All-Weather Council IP Institute of Petroleum (London) IPC Institute of Printed Circuits IPCEA Insulated Power Cable Engineers Association ISA Instrument Society of America ISO International Organization for Standardization ITE Institute of Traffic Engineers MBMA Metal Building Manufacturer’s Association MFMA Maple Flooring Manufacturer’s Association MIL Military Specification ML/SFA Metal Lath/Steel Framing Association MPTA Mechanical Power Transmission Association MTI Marine Testing Institute NAAMM National Association of Architectural Metal Manufacturer’s NACE National Association of Corrosion Engineers NBS National Bureau of Standards NCCLS National Committee for Clinical Laboratory Standards NEBB National Environmental Balancing Bureau NEC National Electrical Code NEMA National Electrical Manufacturer’s Association NESC National Electric Safety Code NFPA National Fire Protection Association NGLI National Lubricating Grease Institute NMA National Microfilm Association NWMA National Woodwork Manufacturers Association OAC Oregon Administrative Code ODOT Oregon Department of Transportation OSSC Oregon Structural Specialty Code OSEPA Oregon State Environmental Protection Agency OSHA Occupational Safety and Health Administration PCA Portland Cement Association PCI Prestressed Concrete Institute

New Rearing Ponds Engineering Project # 23-037 TS-6

PS Product Standard RCO Revised Code of Oregon RIS Redwood Inspection Service RVIA Recreational Vehicle Industry Association RWMA Resistance Welder Manufacturer’s Association SAE Society of Automotive Engineers SAMA Scientific Apparatus Makers Association SDI Steel Deck Institute SDI Steel Door Institute SIS Swedish Standards Association SJI Steel Joist Institute SMA Screen Manufacturers Association SMACCNA Sheet Metal and Air Conditioning Contractors National Association SPR Simplified Practice Recommendation SSBC Southern Standard Building Code, Southern Building Code Congress SSPC Steel Structures Painting Council SSPWC Standard Specifications for Public Works Construction TAPPI Technical Association of the Pulp and Paper Industry TFI The Fertilizer Institute UL Underwriters Laboratories, Inc.

WCLIB West Coast Lumber Inspection Bureau WCRSI Western Concrete Reinforcing Steel Institute WIC Woodwork Institute of California WRI Wire Reinforcement Institute, Inc.

WSDOT Washington State Department of Transportation WWPA Western Wood Products Association

1.3 STANDARD SPECIFICATIONS

A. Where indicated in these Contract Documents, Work shall be in accordance with the referenced sections of the most current edition of the Oregon Standard Specifications for Construction, hereinafter referred to as “Standard Specifications.”

B. The Technical Specifications of these Contract Documents shall supersede any provisions of the Standard Specifications in conflict herewith.

C. Reference to measurements and payment in the Standard Specifications do not apply to this Contract.

D. References to department, secretary, state, or other similar terms in the Standard Specifications shall mean Owner’s Authorized Representative.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 09 10

SUMMARY OF WORK 01 10 00

New Rearing Ponds Engineering Project # 23-037 TS-7

SECTION 01 10 00 – SUMMARY OF WORK

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. This Section includes a general description of the Work required for this Contract.

1.2 CONTRACT DOCUMENTS

A. This Project shall be constructed in accordance with:

1. Elk River Hatchery: New Rearing Ponds – Project Manual.

2. Elk River Hatchery: New Rearing Ponds – Construction Drawings.

3. Oregon Standard Specifications for Construction, Current Edition.

B. Standard Plans or Specifications, when referenced in this Project Manual, shall mean Oregon Standard Specifications for Construction, most current edition; Volume 2; Technical Specifications. A copy of this document shall be onsite during construction.

1.3 PROJECT DESCRIPTION

A. Contractor shall provide all necessary expertise, labor, equipment, materials, incidentals, and permits required to perform the Work including but not limited to:

1. Base Bid: Construction of two (2) new concrete rearing ponds, including feed and discharge piping, metal fabrications such as embeds, grating, and handrails, placement of concrete and necessary reinforcement, routing of electrical service for outlets and fixtures, and earthwork and excavation necessary for the improvements.

2. Base Bid: Construction of a new pump station including wet wells for diverting flow from the existing pond discharge, concrete slab and foundation for a future pump house to protect electrical and mechanical equipment, and necessary wiring and electrical service.

3. Bid Alternate #1: Construction of two (2) additional new concrete rearing ponds, including revisions to the piping, metal fabrications, and electrical service to accommodate the increased number of ponds.

4. Bid Alternate #2: Paving of selected areas as shown around the new ponds with a 4” hot mix asphalt pavement.

5. Bid Alternate #3: Procurement and installation of shade structure and shade cloth to cover the new ponds, including structural members, concrete anchors, and all fasteners & connectors. Design for structural loading shall be included.

6. Bid Alternate #4: Procurement and installation of a pre-engineered metal building to cover the existing ponds, including setbacks as dimensioned on the Drawings, including earthwork, excavation, foundations, structural design, steel, building finishes, lighting, controls, and wiring.

7. Bid Alternate #5: Procurement and installation of shade structure and shade cloth to cover the existing ponds, including structural members, concrete anchors, and all fasteners & connectors. Design for structural loading shall be included.

8. Bid Alternate #6: Replacement of the existing intake supply piping surrounding the new ponds with new HDPE piping as noted on the Drawings, including removal of the existing Reinforced Concrete Piping, asbestos abatement as necessary, excavation, pipe bedding, pipe, and fittings.

B. The Work to be performed under this Contract shall consist of furnishing tools, equipment, materials, supplies, and manufactured articles and for furnishing transportation and services, including fuel, power, water, and essential communications, and for the performance of all labor, work, or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. Refer to Work by Owner in paragraph 1.4 below.

New Rearing Ponds Engineering Project # 23-037 TS-8

1.4 WORK BY OWNER

A. The Owner will furnish the following items as noted on the Drawings:

1. For bid alternates #3 and #5, ODFW will provide structural calculations as necessary to determine if existing and/or new concrete has sufficient capacity for shade structure anchors.

1.5 LABOR AND SAFETY STANDARDS

A. All Work shall be done in accordance with these Technical Specifications and requirements of the State of Oregon and OSHA standards.

1.6 TEMPORARY FACILITIES

A. The Contractor shall furnish all temporary facilities such as portable toilets, job office, security fencing, and temporary power as needed to perform the Work. Refer to Technical Specification 01 50 00 “Temporary Facilities and Controls.”

1.7 PROJECT CONDITIONS

A. The Contractor shall coordinate the Work with the Owner’s Authorized Representative to minimize disturbance of ongoing hatchery operations.

B. The hatchery water supply shall be maintained for the duration of this Project. All water for outdoor fish rearing operations comes from the pumped intake on the East end of the hatchery.

C. The Contractor shall follow the requirements as listed in the attached Inadvertent Discovery

Plan for Cultural Resources as shown in the appropriate Exhibit. Full adherence to all Federal, State, and local laws shall apply to ground disturbance.

1.8 WORK AND STORAGE AREA

A. The primary Work, storage, and staging areas are designated on the Drawings and shall be available to the Contractor for Work including all functions incidental to the Work and storage areas during the construction period. All operations and storage of materials by the Contractor shall be confined to the immediate Work area and other approved areas as directed by the Hatchery Manager.

1.9 ACCESS TO THE WORK AREA

A. The Contractor shall repair any damage to access facilities and roadways for which the

Contractor is responsible and shall restore them to conditions at least equaling preconstruction conditions.

B. The Contractor shall take reasonable measures to limit entry of unauthorized persons and vehicles to the Work areas and to allow for access for employees, agents, etc., required for the performance of this Contract, and to authorized personnel of Federal, State, and local agencies, and to others having a right thereto.

1.10 RESTORATION OF EXISTING FACILITIES

A. The Contractor shall perform all Work to lines, grades, and cross sections shown on the

Drawings. Final grades shall match existing grades unless otherwise noted on the Drawings.

Where final grades are indicated on the Drawings, grades shall slope uniformly between elevations shown. All final grades shall be free of hollows which would pond water and sloped to allow for surface drainage. All earthwork shall have finish surfaces which have neat, reasonably uniform appearance.

New Rearing Ponds Engineering Project # 23-037 TS-9

1.11 EASEMENTS AND RIGHTS-OF-WAY

A. Confine construction operations to the immediate vicinity of the locations indicated on

Drawings and use due care in placing construction tools, equipment, excavated materials, and pipeline materials and supplies so as to cause the least possible damage to property and interference with traffic.

1.12 PERMITS

A. The Contractor shall be responsible for obtaining and paying for all permits necessary to complete the Work.

1.13 SUBSTANTIAL COMPLETION

A. Substantial Completion dates are listed in the ITB.

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 10 00

New Rearing Ponds Engineering Project # 23-037 TS-10

MEASUREMENT AND PAYMENT 01 22 00

New Rearing Ponds

Engineering Project # 23-037 TS-11

SECTION 01 22 00 – MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.1 MEASUREMENT AND PAYMENT AND DESCRIPTION OF BID ITEMS

A. Partial payment of bid items shall be in conformance with the General Conditions. Partial payment for Work completed, and materials installed which will become an integral part of the finished Work, shall be determined by the Owner’s Authorized Representative, and shall be made on the basis of duly certified and approved estimates of the Work, which, in the opinion of the Owner’s Authorized Representative, has been satisfactorily completed. It is understood that the determination by the Owner’s Authorized Representative as to whether or not a certificate or estimate for payment should be issued, or the amount of said payment, shall be based entirely upon the opinion of the Owner’s Authorized Representative. Said determination shall include without limitation the following factors:

1. All phases of the Work being accomplished in a proper manner and being pursued in a proper sequence of operation, particularly with regard to testing, cleanup, and surface restoration.

2. The observance by the Contractor of the requirement that all Work and operations be preceded by necessary submittals and approvals.

3. On the monthly estimates, partial payments for Work performed but not completed, may be made in accordance with the State of Oregon General Conditions for Public

Improvement Contracts (General Conditions).

4. Retainage may be deducted from the above amounts as specified in the Contract.

a. The Contract price shall constitute full compensation for furnishing all plant, labor, equipment and materials, mobilization, demobilization, travel, and performing all operations required to complete the Work, as specified or incidental to, and as shown on the Drawings and Technical Specifications.

1.2 BASE BID

A. GENERAL

1. Bid Item – Mobilization, Demobilization, and Bonding – Lump Sum

The lump sum bid price for mobilization and demobilization includes preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to and from the Project Site; for the establishment of offices, buildings, and other facilities necessary for the Work; costs for permit fees, bonds, and insurance for the

Work; site cleanup during the Project and at the completion of the Project; and for other operations performed or costs incurred before the beginning of the Work.

2. Bid Item – Erosion and Sediment Control – Lump Sum

The lump sum bid price for erosion control shall constitute full payment for all labor, materials, and equipment necessary to install and maintain the erosion control measures.

Price includes preparation of erosion control plans as specified, procurement of all required permits, and removal of all temporary erosion control measures once the Project is finished or as directed by the Owner’s Authorized Representative.

New Rearing Ponds

Engineering Project # 23-037 TS-12

3. Bid Item – Excavation and Grading – Lump Sum

The lump sum unit bid price for Excavation and Grading shall constitute full payment for all labor, materials, and equipment necessary to excavate, stockpile, and replace materials to complete the facility. Price includes hauling and disposal of all excess materials once the Project is finished or as directed by the Owner’s Authorized Representative.

4. Bid Item – Surface Restoration – Lump Sum

The lump sum bid price for surface restoration shall constitute full payment for all labor, materials, and equipment necessary to restore disturbed surfaces as indicated or, where not indicated, to original conditions.

B. CIVIL

5. Bid Item – Surface Rock – Lump Sum

The lump sum bid price for surface rock shall constitute full payment for all labor, materials, and equipment necessary for placing and compacting surface rock surrounding the new ponds as shown on the Drawings.

6. Bid Item – Access Improvements – Lump Sum

The lump sum bid price for access improvements shall constitute full payment for all labor, materials, and equipment necessary for grading new site access improvements including removal of trees and shrubs, sub-base preparation, surface rock, and compaction as shown on the Drawings.

C. CONCRETE

7. Bid Item – New Ponds – Lump Sum

The lump sum bid price shall include all labor, materials, and equipment necessary for construction of two (2) new rearing ponds, which includes concrete walls, piers, mats, slabs, and embedded items as needed to complete the pond improvements. The price shall include formwork, reinforcing, joints, concrete in place, waterstops, pressure relief valves, testing, and finishing. Item includes installation of metal guide embeds and surface mount guides including anchors and fasteners. Item includes stair landings.

8. Bid Item – Pump House Foundation and Slab – Lump Sum

The lump sum bid price shall include all labor, materials, and equipment necessary for construction of a foundation and slab for a future pump house. The price includes, but not limited to, subbase, reinforcement, forming, and placement of concrete.

D. METALS

9. Bid Item – Guardrails – Lump Sum

The lump sum bid price shall include all labor, materials, and equipment necessary for installation of guardrail system for two (2) new rearing ponds. Item includes, but not limited to, all anchors, fasteners, and special inspection for anchors.

10. Bid Item – Grating – Lump Sum

The lump sum bid price shall include all labor, materials, and equipment necessary for installation of gratings and support steel, including all framing and stair treads for two (2) new rearing ponds. Item includes, but not limited to, any welding, anchors, fasteners, and special inspections. Item includes man-grates for pipe penetrations and new pond screens.

New Rearing Ponds

Engineering Project # 23-037 TS-13

E. PIPING

11. Bid Item – Intake Connection and Piping – Lump Sum

The lump sum bid price shall constitute full payment for all labor, materials, and equipment necessary to fabricate and install the HDPE piping from the intake supply pipe to the two (2) new ponds including asbestos testing and remediation of existing pipe, new pipe, valves, fittings, connections, fabrication, excavation, bedding, and backfill.

12. Bid Item – Effluent Reuse Piping – Lump Sum

The lump sum bid price shall constitute full payment for all labor, materials, and equipment necessary to fabricate and install the piping from the existing effluent pipe to the two (2) new ponds including asbestos testing and remediation of existing pipe, new pipe, valves, connections, vaults, pump wells, fabrication, excavation, bedding, and backfill.

13. Bid Item – Pond Cleaning Piping – Lump Sum

The lump sum bid price shall constitute full payment for all labor, materials, and equipment necessary to fabricate and install the new pond cleaning drain piping for two

(2) ponds including pipe, valves, connections, fabrication, excavation, bedding, and backfill.

14. Bid Item – Pond Effluent Line – Lump Sum

The lump sum bid price shall constitute full payment for all labor, materials, and equipment necessary to fabricate and install the piping from the two (2) new ponds to connect back to the existing pond effluent line including pipe, connections, precast vault, fabrication, excavation, bedding, and backfill. Include asbestos remediation of connecting to existing piping, however, asbestos testing will be covered by testing included in item 11.

15. Bid Item – Replace Existing 16 inch Supply Line – Linear Foot

The linear foot bid price shall constitute full payment for all labor, materials, and equipment necessary to remove and replace sections of the 16 inch diameter reinforced concrete pipe pumped supply line including disposal, connections, fabrication, excavation, bedding, and backfill. Replacement of piping to start from the connection of the new intake piping, new pipe material shall be 16 inch diameter DR 17 HDPE pipe.

Include asbestos remediation for removal of existing piping, however, asbestos testing will be covered by testing included in item 10.

F. ELECTRICAL

16. Bid Item – Pumps and Pump House Electrical – Lump Sum

The lump sum bid price for complete and functional electrical improvements at the pump house as indicated on the Drawings including trenching, conduit, backfill, wiring, motor starters, VFDs, vaults, junction boxes, and equipment necessary for a complete and functional electrical system.

17. Bid Item – Pond Electrical – Lump Sum

The lump sum bid price for complete and functional electrical improvements at the two

(2) new ponds as indicated on the Drawings including trenching, conduit, backfill, wiring, vaults, junction boxes, and equipment necessary for a complete and functional electrical system.

New Rearing Ponds

Engineering Project # 23-037 TS-14

18. Bid Item – Alarm Infrastructure – Lump Sum

The lump sum bid price for alarm shall include all labor, materials, and equipment necessary for installation of alarm conduit and junction boxes for the two (2) new ponds.

Wiring for new ponds to be completed by others. Item includes conduit, junction boxes, connections, excavation, bedding, backfill, and wall mounting hardware.

1.3 BID ALTERNATE #1 – ADDITIONAL PONDS

A. GENERAL

19. Bid Item – Mobilization, Demobilization, and Bonding – Lump Sum

The lump sum bid price for additional mobilization and demobilization costs to construct two additional ponds, which includes preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to and from the Project

Site; for the establishment of offices, buildings, and other facilities necessary for the

Work; costs for permit fees, bonds, and insurance for the Work; site cleanup during the

Project and at the completion of the Project; and for other operations performed or costs incurred before the beginning of the Work.

20. Bid Item – Erosion and Sediment Control – Lump Sum

The lump sum bid price for erosion control shall constitute full payment for all labor, materials, and equipment necessary to install and maintain the erosion control measures.

Price includes preparation of erosion control plans as specified, procurement of all required permits, and removal of all temporary erosion control measures once the Project is finished or as directed by the Owner’s Authorized Representative.

21. Bid Item – Excavation and Grading – Lump Sum

The lump sum unit bid price for excavation and grading shall constitute full payment for all labor, materials, and equipment necessary to excavate, stockpile, and replace materials to complete two (2) additional new rearing ponds. Price includes hauling and disposal of all excess materials once the Project is finished or as directed by the Owner’s Authorized

Representative.

22. Bid Item – Surface Restoration – Lump Sum

The lump sum unit bid price for surface restoration shall constitute full payment for all labor, materials, and equipment necessary to restore disturbed surfaces as indicated or, where not indicated, to original conditions.

B. CIVIL

23. Bid Item – Surface Rock – Lump Sum

The lump sum bid price for surface rock shall constitute full payment for all labor, materials, and equipment necessary for placing and compacting surface rock surrounding the additional new ponds as shown on the Drawings.

New Rearing Ponds

Engineering Project # 23-037 TS-15

C. CONCRETE

24. Bid Item – New Ponds – Lump Sum

The lump sum bid price shall include all labor, materials, and equipment necessary for construction of two (2) additional new rearing ponds, which includes concrete walls, piers, mats, slabs, and embedded items as needed to complete the pond improvements.

The price shall include formwork, reinforcing, joints, concrete in place, waterstops, pressure relief valves, testing, and finishing. Item includes installation of metal guide embeds and surface mount guides including anchors and fasteners. Item includes stair landings.

D. METALS

25. Bid Item – Guardrails – Lump Sum

The lump sum bid price shall include all labor, materials, and equipment necessary for installation of guardrail system for two (2) additional rearing ponds. Item includes, but not limited to, all anchors, fasteners, and special inspection for anchors.

26. Bid Item – Grating – Lump Sum

The lump sum bid price shall include all labor, materials, and equipment necessary for installation of gratings and support steel, including all framing and stair treads for two (2) additional new rearing ponds. Item includes, but not limited to, any welding, anchors, fasteners, and special inspections. Item includes man-grates for pipe penetrations and new pond screens.

E. PIPING

27. Bid Item – Intake Connection and Piping – Lump Sum

The lump sum bid price shall constitute full payment for all labor, materials, and equipment necessary to fabricate and install the HDPE piping from the intake supply pipe to the two (2) additional ponds including pipe, valves, fittings, connections, fabrication, excavation, bedding, and backfill.

28. Bid Item – Effluent Reuse Piping – Lump Sum

The lump sum bid price shall constitute full payment for all labor, materials, and equipment necessary to fabricate and install the piping from the existing effluent pipe to the two (2) additional new ponds including pipe, valves, connections, fabrication, excavation, bedding, and backfill.

29. Bid Item – Pond Cleaning Piping – Lump Sum

The lump sum bid price shall constitute full payment for all labor, materials, and equipment necessary to fabricate and install the new pond cleaning drain piping for two

(2) additional new ponds including pipe, valves, connections, fabrication, excavation, bedding, and backfill.

30. Bid Item – Pond Effluent Line – Lump Sum

The lump sum bid price shall constitute full payment for all labor, materials, and equipment necessary to fabricate and install the piping from the two (2) additional new ponds to connect back to the existing pond effluent line including pipe, connections, precast vault, fabrication, excavation, bedding, and backfill. ODFW anticipates this item should be a reduction as material will be reduced from base bid item 12.

New Rearing Ponds

Engineering Project # 23-037 TS-16

F. ELECTRICAL

31. Bid Item – Pond Electrical – Lump Sum

The lump sum bid price for complete and functional electrical improvements at the new ponds as indicated on the Drawings including trenching, conduit, backfill, wiring, vaults, junction boxes, and equipment necessary for a complete and functional electrical system.

32. Bid Item – Alarm Infrastructure – Lump Sum

The lump sum bid price for alarm shall include all labor, materials, and equipment necessary for installation of alarm conduit and junction boxes for the new ponds. Wiring for new ponds to be completed by others. Item includes conduit, junction boxes, connections, excavation, bedding, backfill, and wall mounting hardware.

1.4 BID ALTERNATE #2 - PAVING

A. GENERAL

33. Bid Item – Mobilization, Demobilization, and Bonding – Lump Sum

The lump sum bid price for additional mobilization and demobilization costs to place asphalt paving around the new ponds as shown on the Drawings.

B. CIVIL

34. Bid Item – Asphaltic Paving Area #1 – Lump Sum

The lump sum bid price for asphaltic paving of area #1 as shown on sheet C5 of the

Drawings shall constitute full payment for all labor, materials, and equipment necessary for placing and compacting hot mix asphalt in the areas surrounding the new ponds as shown on the Drawings.

35. Bid Item – Asphaltic Paving Area #2 – Lump Sum

The lump sum bid price for asphaltic paving of area #2 as shown on sheet C5 of the

Drawings shall constitute full payment for all labor, materials, and equipment necessary for placing and compacting hot mix asphalt in the areas surrounding the new ponds as shown on the Drawings.

1.5 BID ALTERNATE #3 – NEW PONDS SHADE STRUCTURE

A. GENERAL

36. Bid Item – New Pond Shade Structure – Unit Price

The unit bid price for procuring and installing shade covering over the new ponds including labor, material, and equipment for design, procurement, and installation of structure. Item includes shadecloth, structural members, all anchoring, and fasteners.

Unit price is per pair of ponds, as shown on the Drawings.

New Rearing Ponds

Engineering Project # 23-037 TS-17

1.6 BID ALTERNATE #4 – PRE-ENGINEERED METAL BUILDING

A. GENERAL

37. Bid Item – Existing Pond Pre-engineered Metal Building – Lump Sum

The lump sum price for procuring and installing a pre-engineered metal building spanning over the existing ponds including labor, material, and equipment for design, procurement, and installation of structure and utilities. Item includes sub-base preparation, foundations, structural members, building finishes, windows, doors, ground resurfacing, and wiring and controls for lighting.

1.7 BID ALTERNATE #5 – EXISTING PONDS SHADE STRUCTURE

A. GENERAL

38. Bid Item – Existing Pond Shade Structure – Unit Price

The unit bid price for procuring and installing shade covering over the existing ponds including labor, material, and equipment for design, procurement, and installation of structure. Item includes shadecloth, structural members, all anchoring, and fasteners.

Unit price is per pond, as shown on the Drawings.

1.8 BID ALTERNATE #6 – EXISTING PIPING REPLACEMENT

A. GENERAL

39. Bid Item – Replace Existing Pond Intake Piping – Lump Sum

The lump sum bid price shall constitute full payment for all labor, materials, and equipment necessary to replace the intake piping surrounding the existing ponds with new HDPE piping as noted on the drawings. Item includes all removal and disposal of existing pipe, providing new pipe, fittings, supports, excavation, backfill, pipe bedding, and resurfacing. ODFW expects that results of asbestos testing included in the base bid piping would apply to this item, but additional costs for abatement of existing piping will need to be included.

40. Bid Item – Temporary Water Supply – Lump Sum

The lump sum bid price shall constitute full payment for all labor, materials, and equipment necessary to install a temporary system capable of providing up to 12 cubic feet per second (cfs) of water from the existing intake approximately 800 feet to 12 of the existing ponds for the purpose of rearing fish while permanent piping is being replaced.

The provided system must include means to split the water supply and control flow so that 1 cfs can be delivered to each pond. Use of above-ground hose to distribute water is acceptable if vehicle crossings are provided to maintain current accessibility around the hatchery grounds. Item includes cost of removal of all temporary water supply infrastructure once permanent piping is installed and operational.

New Rearing Ponds

Engineering Project # 23-037 TS-18

41. Bid Item – Temporary Water Supply Operation – Unit Price

The unit bid price shall constitute full payment for all labor, materials, and equipment necessary to operate the temporary water supply system included in Bid Alternate #6, Bid

Item #2 Temporary Water Supply at full flow of 12 cubic feet per second (cfs) per day of operation. This item includes fuel and/or energy costs to run the system, expected maintenance parts or standby equipment, and personnel costs required to ensure continuous operation for the duration of work on Bid Alternate #6, Bid Item #1 Replace

Existing Pond Intake Piping. Interruptions in water supply for any reason, including mechanical failure or loss of power, must be able to be identified and resolved within 30 minutes.

1.9 CRACK CORRECTION PERIOD (365 days commencing at Substantial Completion)

A. CONCRETE

1. Bid Item – Crack Injection Repair – Linear Foot

The price per linear foot for concrete crack injection repair for those cracks identified by

ODFW requiring injection. Upon notice by ODFW of a crack repair request, Contractor shall arrange an available window with ODFW to perform the work. Materials and methods shall comply with Section 07 16 00 - Reactive Waterproofing but may vary depending on crack widths. All Crack Repair Work must be done prior to Final

Completion. Warranty Work is not included in this Bid Item and is subject to Section I of the General Conditions.

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 22 00

PROJECT MANAGEMENT AND COORDINATION 01 31 00

New Rearing Ponds Engineering Project # 23-037 TS-19

SECTION 01 31 00 – PROJECT MANAGEMENT AND COORDINATION

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Project Coordination.

2. Preconstruction meeting.

3. Progress meetings.

4. Preinstallation conferences.

5. Requests for Information (RFI).

6. Coordination drawings.

1.2 RELATED TECHNICAL SPECIFICATION SECTIONS

A. Section 01 40 00 – Quality Control.

B. Section 01 70 00 – Project Closeout.

1.3 DEFINITIONS

A. RFI: Request from Contractor seeking information required by or clarifications of the

Contract Documents.

1.4 PROJECT COORDINATION

A. Coordinate scheduling, submittals, and the Work of the various Sections of the Technical

Specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate Work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, all such equipment.

C. Coordinate space requirements and installation of mechanical and electrical Work, which are indicated diagrammatically on Drawings. Follow routing shown for piping, ductwork, and conduit as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

1. Provide coordination drawings showing space requirements of various trades in accordance with coordination drawing Article below.

D. In finished areas, except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish construction and components.

E. Coordinate completion and cleanup of Work of separate Sections in preparation for Substantial Completion and for portions of Work designated for Owner occupancy.

F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner activities.

G. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.

1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as Owner’s property.

New Rearing Ponds Engineering Project # 23-037 TS-20

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 PRECONSTRUCTION MEETING

A. Owner’s Authorized Representative will schedule a meeting after Notice to Proceed.

B. Attendance Required:

1. Owner’s Authorized Representative.

2. Contractor.

3. Contractor’s Superintendent.

4. Major Subcontractors.

5. Major Suppliers when requested; others as appropriate.

C. Agenda:

1. Introductions.

2. Distribution of Contract Documents.

3. Submission of list of subcontractors, list of Products, schedule of values, and progress schedule.

4. Designation of personnel representing the parties to Contract and Owner.

5. Procedures and processing of field decisions, submittals, substitutions, applications for payments, BOLI requirements, proposal request, Change Orders, and Contract Closeout procedures.

6. Project overview.

7. Schedule review.

8. Critical work sequencing.

9. Related work by Owner and coordination with Contractor.

10. Owner’s requirements.

11. Construction facilities and controls.

12. Security and housekeeping procedures.

13. Procedures for testing.

14. Procedures for maintaining record documents.

15. Requirements for start-up of equipment.

16. Inspection and acceptance of equipment put into service during the construction period.

17. Status of permits.

18. Waste management plan.

19. Temporary utilities.

20. Use of premises and ongoing facility operations.

D. Owner’s Authorized Representative will prepare a memorandum and distribute copies within two (2) days after meeting to participants, with copies to participants, and those affected by decisions made.

E. Persons designated by the Contractor to attend and participate shall have all required authority to commit the Contractor to solutions as agreed upon in the meeting.

3.2 PROGRESS MEETINGS

A. Owner’s Authorized Representative will schedule and administer meetings throughout progress of the Work at maximum weekly intervals.

B. Owner’s Authorized Representative will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings.

C. Attendance Required: Job superintendent, Owner’s Authorized Representative, and major subcontractors and suppliers, as appropriate to agenda topics for each meeting.

New Rearing Ponds Engineering Project # 23-037 TS-21

D. Agenda:

1. Corrections to previous minutes.

2. Outstanding old business items.

3. New business items.

a. Civil.

b. Architectural.

c. Structural.

d. Plumbing.

e. Mechanical.

f. Electrical.

4. Submittals.

5. Requests for Information.

6. Change Order Proposals.

7. Schedule review.

8. Record Document review.

E. Record minutes and distribute copies within two (2) days after meeting to participants, with one copy to Contractor, participants, and those affected by decisions made.

1. Minutes shall number topics in a manner that reflects when each topic was first raised.

2. Each topic shall reflect who is responsible for acting on the topic and date by which resolution is required.

3. No topic shall be dropped from the minutes until the method of resolution is recorded.

F. Persons designated by the Contractor to attend and participate shall have all required authority to commit the Contractor to solutions as agreed upon in the meeting.

3.3 PREINSTALLATION CONFERENCES

A. When required in individual Technical Specification Sections, Contractor shall convene a preinstallation conference at Work site prior to commencing Work of the Section.

B. Attendance Required: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting.

C. Notify Owner’s Authorized Representative minimum four (4) days in advance of meeting date.

D. Review Contract Documents and submittals relating to the affected Work.

E. Review conditions of installation, preparation and installation procedures, and coordination with related Work.

F. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

G. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.

H. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

3.4 PROJECT CLOSEOUT CONFERENCE

A. Owner’s Authorized Representative will schedule and conduct a Project closeout conference, at a time convenient to Owner, but no later than sixty (60) days prior to the scheduled date of Substantial Completion.

1. Conduct the conference to review requirements and responsibilities related to Project closeout.

New Rearing Ponds Engineering Project # 23-037 TS-22

2. Attendees: Owner’s Authorized Representative, and Contractor and its superintendent;

major subcontractors; suppliers; and other concerned parties shall attend the meeting.

Participants at the meeting shall be familiar with the Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following:

a. Preparation of…