Attachment 3 Specifications.pdf

GENERAL REQUIREMENTS

PROJECT CA 17-N18 / CA 20-N65

PUBLIC LAW 86-121

GRINDSTONE WATER STORAGE TANK

REPLACEMENT AND WATER QUALITY

MONITORING EQUIPMENT

Grinstone Indian Rancheria Glenn County, CA

SEPTEMBER 2025

PREPARED BY

INDIAN HEALTH SERVICE

JEREMY LIEBSCHER

Phone: (707) 502-8292

Email: Jeremy.Liebscher@ihs.gov

California Area Indian Health Service Revised 12/22/2016

Table of Contents – General Requirements

BIDDING AND CONTRACT DOCUMENTS

TABLE OF CONTENTS

GENERAL REQUIREMENTS

01 10 00 Summary 01 11 90 Revisions to Standard Specifications 01 20 00 Price and Payment Procedures 01 27 00 Measurement and Payment 01 30 00 Administrative Procedures 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 50 00 Temporary Facilities and Controls 01 56 00 Stormwater Controls 01 60 00 Product Requirements 01 70 00 Execution and Closeout Requirements

END OF SECTION

California Area Indian Health Service Revised 12/27/2016

Summary 01 10 00 - 1

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Contract description.

B. Work by Owner.

C. Owner supplied products.

D. Contractor's use of site.

E. Work sequence.

F. Specification Conventions.

1.2 CONTRACT DESCRIPTION

A. Work of the Project includes:

• Installation 135,000-gal water storage tank, foundation, pipe and appurtenances

• Installation of water quality monitoring equipment

• Installation of approximately 2475-LF of control wire and data cable in 2-inch conduit

• Installation of approximately 175 linear feet of fencing and gates

• Removal of existing 60,000-gal water storage tank

• Removal of abandoned 30,000-gal water storage tank

• Programming, troubleshooting, repair, testing and startup

• Minimum eight (8) hours of training for up to four individuals on all aspects of operation and maintenance

B. Location: Grindstone Indian Rancheria (Lat 39.671664, Lon -122.522297)

C. Items noted NIC (Not in Contract), will be furnished and installed by Owner.

1.3 OWNER SUPPLIED PRODUCTS

A. N/A

1.4 CONTRACTOR'S USE OF SITE

A. Access to Site: The contractor shall notify the Engineer 48 hours prior to the start of work.

California Area Indian Health Service Revised 12/27/2016

Summary 01 10 00 - 2

B. Time Restrictions for Performing Work: 7 am to 5 pm, Monday through Friday, excluding Federal, State and Tribal holidays.

C. Utility Outages and Shutdown: Not Allowed.

1.5 WORK SEQUENCE

A. Construct Work in stages during construction period, coordinate construction schedule and operations with Owner and Engineer:

1. Grading and Tank foundation to allow for concrete curing

2. Install electrical conduit and water quality monitoring equipment

3. Connect new tank to water / monitoring system. Minimize downtime of water service to community.

4. Remove tanks and foundation

5. Install Fencing.

1.6 SPECIFICATION CONVENTIONS

A. These specifications are written in imperative mood and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words “shall be” are included by inference where a colon (:) is used within sentences or phrases.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

California Area Indian Health Service

Revisions to Standard Specifications 01 11 90 - 1

SECTION 01 11 90

REVISIONS TO STANDARD SPECIFICATIONS

PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Revisions or amendments to standard specifications.

2. Changes to product requirements.

3. Changes to execution requirements.

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 Section 31 23 17 – ADD THE FOLLOWING TO SECTION 3.3 TRENCHING

L. Cultural Monitor Contractor shall hire Owner-approved cultural monitor to observe all earth disturbing activities.

This individual will observe such activities for the presence of historic, cultural, or archaeological properties. The Tribal Cultural Monitor represents the Tribe's cultural knowledge and interests during construction.

M. Archeological Monitor Contractor shall hire Owner-approved archaeologist meeting the Secretary of the Interior’s (SOI) professional qualification standards for archaeology and any ground disturbing work will cease in the event of it exceeding the three-foot depth of artificial fill and/or finding evidence of archaeological materials at any depth of excavation in order to provide the monitors time to determine if any inadvertent discoveries are associated with CA-GLE-80.

California Area Indian Health Service Revised 5/18/2018

Price and Payment Procedures 01 20 00 - 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

A. Schedule of values.

B. Applications for payment.

C. Change procedures.

D. Defect assessment.

E. Unit prices.

F. Alternates.

1.2 SCHEDULE OF VALUES

A. Submit printed schedule on standard form included in Contract. Contractor's standard form or electronic media printout will be considered if no such form is included in the Contract, or with permission from Engineer.

B. Submit Schedule of Values in duplicate within 15 calendar days after date of Owner-Contractor Agreement.

C. Include in each line item, amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by unit cost to achieve total for each item.

D. Revise schedule to list approved Change Orders, with each Application For Payment.

1.3 APPLICATIONS FOR PAYMENT

A. Submit one copy of each application on standard form included in contract.

B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment.

C. Payment Period: Submit at intervals stipulated in the Agreement.

D. Submit with transmittal letter as specified for Submittals in Section 01 33 00 - Submittal Procedures.

01 20 00 - 2

E. Substantiating Data: When Engineer requires substantiating information, submit data justifying dollar amounts in question. Include Engineer requested items with Application for Payment.

Some examples of the types of information that may be requested:

1. Current construction photographs as specified.

2. Partial release of liens from major subcontractors and vendors.

3. Record documents as specified, for review by Owner which will be returned to Contractor.

4. Affidavits attesting to off-site stored products.

5. Construction progress schedules, revised and current as specified.

1.4 CHANGE PROCEDURES

A. Submittals: Submit name of individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work.

B. The Engineer will advise of minor changes in the Work not involving adjustment to Contract Sum/Price or Contract Time by issuing supplemental instructions on standard form included in Contract.

C. The Engineer may issue a Notice of Change including a detailed description of proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change and the period of time during which the requested price will be considered valid. Contractor will prepare and submit estimate within number of days shown in Notice of Change document.

D. Contractor may propose changes by submitting a request for change to Engineer, describing proposed change and its full effect on the Work. Include a statement describing reason for the change, and effect on Contract Sum/Price and Contract Time with full documentation. Document requested substitutions in accordance with Section 01 60 00 - Product Requirements.

E. Unit Price Change Order: For contract unit prices and quantities, the Change Order will be executed on fixed unit price basis. For unit costs or quantities of units of work which are not pre-determined, execute Work under Work Directive Change. Changes in Contract Sum/Price or Contract Time will be computed as specified for Change Order.

F. Work Directive Change: Engineer may issue directive, on standard form included in Contract, signed by Owner, instructing Contractor to proceed with change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining any change in Contract Sum/Price or Contract Time. Promptly execute change.

G. Document each quotation for change in cost or time with sufficient data to allow evaluation of quotation.

H. Change Order Forms: as included in Contract.

I. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in Conditions of the Contract.

J. Correlation of Contractor Submittals:

01 20 00 - 3

1. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as separate line item and adjust Contract Sum/Price.

2. Promptly revise progress schedules to reflect change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

3. Promptly enter changes in Project Record Documents.

1.5 DEFECT ASSESSMENT

A. Replace the Work, or portions of the Work, not conforming to specified requirements.

B. If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Owner will direct appropriate remedy or adjust payment.

C. The defective Work may remain, but unit sum/price will be adjusted to new sum/price at discretion of Owner.

D. Defective Work will be partially repaired to instructions of Engineer, and unit sum/price will be adjusted to new sum/price at discretion of Owner.

E. Individual specification sections may modify these options or may identify specific formula or percentage sum/price reduction.

F. Authority of Owner to assess defects and identify payment adjustments, is final.

G. Non-Payment for Rejected Products: Payment will not be made for rejected products for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from transporting vehicle.

4. Products placed beyond lines and levels of required Work.

5. Products remaining on hand after completion of the Work.

6. Loading, hauling, and disposing of rejected products.

1.6 UNIT PRICES

A. Authority: Measurement methods are delineated in individual specification sections.

B. Measurement methods are delineated in Section 012700, Measurement and Payment. In event of conflict, requirements of Section 012700 govern.

C. Take measurements and compute quantities. Engineer, Owner, or a designated representative will verify measurements and quantities.

D. Unit Quantities: Quantities and measurements indicated in Bid Form are for contract purposes only. Actual quantities provided and approved shall determine payment.

1. When actual Work requires more or fewer quantities than those quantities indicated, provide required quantities at unit sum/prices contracted.

2. When actual Work requires 25 percent or greater change in quantity than those quantities indicated, Owner or Contractor may claim for Contract Price adjustment.

01 20 00 - 4

E. Payment Includes: Full compensation for required labor, products, tools, equipment, plant and facilities, transportation, services and incidentals; erection, application or installation of item of the Work; overhead and profit.

F. Final payment for Work governed by unit prices will be made on basis of actual measurements and quantities accepted by Engineer multiplied by unit sum/price for Work incorporated in or made necessary by the Work.

G. Measurement Of Quantities:

1. Weigh Scales: Inspected, tested and certified by applicable state Weights and Measures department within past year.

2. Platform Scales: Of sufficient size and capacity to accommodate conveying vehicle.

3. Metering Devices: Inspected, tested and certified by applicable State department within past year.

4. Measurement by Weight: Concrete reinforcing steel, rolled or formed steel or other metal shapes will be measured by handbook weights. Welded assemblies will be measured by handbook or scale weight.

5. Measurement by Volume: Measured by cubic dimension using mean length, width and height or thickness.

6. Measurement by Area: Measured by square dimension using mean length and width or radius.

7. Linear Measurement: Measured by linear dimension, at item centerline or mean chord.

8. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as completed item or unit of the Work.

H. Unit Price Schedule: (See Agreement)

1.7 ALTERNATES

A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option.

Accepted Alternates will be identified in Owner-Contractor Agreement.

B. Coordinate related work and modify surrounding work.

C. Schedule of Alternates: (See Bid Form included in Contract)

PART 2 PRODUCTS - Not Used

Measurement and Payment

01 27 00 - 1

SECTION 01 27 00

MEASUREMENT AND PAYMENT

A. Summary.

B. Estimated quantities.

C. Survey and measurements.

D. Payment for increased or decreased quantities.

E. Omitted items.

F. Partial payments.

G. Payment for material delivered.

H. Final payment.

I. Incidental work.

J. Description of pay items

1.2 SUMMARY

A. Work covered by this section includes method of measurement and basis of payment for all divisions included.

B. Payment for the various items of the Bid Schedules, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, materials, labor, supplies, manufactured articles, transportation, and temporary facilities required to complete the work in accordance with contract documents including incidentals.

C. Respective prices and payment shall constitute full compensation for all work completed including incidentals.

D. All items not expressly listed as being provided by others that are necessary for the completion of work shall be furnished and installed by the Contractor.

E. No payment shall be made for mobilization and demobilization of equipment, unless it is explicitly included as a bid item.

01 27 00 - 2

F. The Contractor, in case of unit-price items measured for payment, shall be paid for the actual amount of Work accepted and for the actual amount of materials in place, as shown by final measurement. Plan quantity items shall be paid for at the unit price for the quantities shown on the plans and tabulated in the bid form.

G. The Contractor, in case of lump sum amounts, or by plan quantities, shall be paid for the percentage of the work item completed as determined by the Engineer.

H. All units of measurement shall be standard United States convention as applied to the specific items of Work by tradition and as interpreted by the Engineer.

1.3 ESTIMATED QUANTITIES

A. All quantities stipulated in the bid schedule or other contract documents are approximate and are to be used: (1) as a basis for estimating the probable cost of the work and (2) for the purpose of comparing the bids submitted.

B. The Contractor shall be paid for actual quantities installed based on the quantities measured in the field. The actual amounts of work completed and materials furnished may differ from estimated quantities. The Contractor shall make no claim for damages, anticipated profits, or otherwise, on account of differences between the estimated amounts and the actual amount of work performed and materials furnished.

C. The payment of any partial estimate or of any retained percentage in no way shall affect the obligation of the Contractor to repair or renew any defective parts of the construction or to be responsible for all damage due to such defects.

1.4 SURVEY AND MEASUREMENTS

A. All quantity measurements shall be the responsibility of the Contractor and will be verified by the project Engineer.

B. All measurements and subsequent payments will be based on completed and accepted work performed in strict accordance with the drawings, specifications, and other contract documents.

1.5 PAYMENT FOR INCREASED OR DECREASED QUANTITIES

A. When alterations in the quantities of work are ordered and performed, the Contractor shall accept payment in full at the Contract price for the actual quantities of Work done. No allowance will be made for anticipated profits.

1.6 OMITTED ITEMS

A. Should any items contained in the Bid Form be found unnecessary for the proper completion of the Work contracted, the Engineer may eliminate such items from the Contract, and such action shall in no way invalidate the Contract, and no allowance will be made for items so eliminated in making final payment to the Contractor.

01 27 00 - 3

1.7 PARTIAL PAYMENTS

A. Partial payments shall be made monthly as the work progresses. All partial invoices and payments shall be subject to the provisions of the General and Supplementary Conditions.

1.8 PAYMENT FOR MATERIAL DELIVERED

A. When requested by the Contractor and at the discretion of the Engineer, payment may be made for all or part of the value of acceptable, non-perishable materials and equipment which are to be incorporated into Bid Items, have not been used and have been delivered to the construction site, or placed in storage places acceptable to the Engineer. Payment shall require paid invoices and proof of insurance and be subject to the provisions of the General and Supplementary Conditions.

B. No partial payment shall be made upon fuels, supplies, lumber, false work, or other materials, or on temporary structures of any kind that are not a permanent part of the Contract.

1.9 FINAL PAYMENT

A. The Engineer will make, as soon as practicable after the entire completion of the project, a final quantity invoice of the amount of the Work performed and the value of such Work. The Contracting Officer shall make final payments of the sum found due less retainages subject to provisions of the General and Supplemental Conditions.

1.10 INCIDENTAL WORK

A. Incidental work items for which separate payment will not be made includes the following items, unless explicitly included as a bid item. This is not a complete and comprehensive list – see other Technical Specifications for more information:

1. Pre-Construction photographs.

2. Project record documents

3. Traffic control plan and traffic regulation.

4. Signs.

5. Clean up and restoration of property.

6. Restoration of fences and other structures.

7. Cooperation and coordination with other contractors and utility companies.

8. Utility crossings and relocations, unless otherwise paid for.

9. Temporary utility service to buildings, as required to maintain service during construction.

10. Minor Items – such as relocation of sign posts, guard rails, rock wall, mail boxes, curbs, traffic loop detectors, pavement markings, etc., damaged as a result of construction activities.

11. Trench boxes, steel and/or wood sheeting as required, including that left in place.

12. Maintenance of all existing water flows and repair of existing water pipes.

13. Dust control.

14. Erosion control.

15. Clearing, grubbing, and stripping.

16. Loaming, seeding, grading, liming, fertilizing, mulching, and watering.

17. Routine flagman services.

01 27 00 - 4

18. Construction schedules, bonds, insurance, shop drawings, warranties, guarantees, certifications, and other submittals required by the Contract Documents.

19. Repair and replacement of water lines, culverts, under-drains, rock lined drainage trenches in streets and other utilities damaged by construction activities and corresponding proper disposal of removed materials unless otherwise paid for.

20. Weather protection.

21. Permits not otherwise paid for or provided by the Owner.

22. Visits to the project site or elsewhere by personnel or agents of the Contractor, including manufacturer’s representatives, as may be required.

23. Mobilization and demobilization, unless specifically listed in Bid Schedule.

24. Excavation including the test pits specifically shown or ordered by the Engineer to establish underground utility locations.

25. Contract administration and insurance.

26. Test pits to establish in place field soils density, groundwater conditions, or requirements for de-watering.

27. Pipe markings.

28. Construction Trailer.

PART 2 PRODUCTS – Not Used

PART 3 EXECUTION

3.1 DESCRIPTION OF PAY ITEMS

A. The following sections describe the measurement of and payment for the Work to be done under the respective items listed in the Bid Form.

B. Each unit or lump sum price stated in the Bid Form shall constitute full compensation, as herein specified, for each item of the Work completed.

SECTION 01 27 00: MEASUREMENT AND PAYMENT

A. Mobilization and Demobilization:

1. Basis of Measurement: Lump Sum, unless specifically listed in Bid Schedule, mobilization and demobilization shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

2. Basis of Payment: Includes all labor, equipment and materials to mobilize to and demobilize from the project site to complete the work outlined in the contract documents and for temporary facilities and controls as required. NOTE: Mobilization and demobilization line item shall not exceed 10% of total bid amount.

SECTION 02 41 17: WATER STORAGE TANK REMOVAL

A. Tank Removal

1. Basis of Measurement: Lump Sum -Identified by tank volume

2. Basis of Payment: Includes all labor, equipment, materials, and disposal fees required to remove water storage tank to offsite location for disposal. Includes erosion/sediment controls as needed, disconnect and cap designated utilities.

SECTION 03 10 00: CONCRETE FORMING AND ACCESSORIES

01 27 00 - 5

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 03 20 00: CONCRETE REINFORCING

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 03 30 00: CAST IN PLACE CONCRETE

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 03 35 00: CONCRETE FINISHING

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 03 39 00: CONCRETE CURING

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 09 97 14 STEEL WATER STORAGE TANK PAINTING

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract

SECTION 26 01 00: ELECTRICAL WORK

A. Buried Electrical Wire in Conduit

1. Basis of Measurement: By Linear Foot

2. Includes all equipment, materials, and labor to install buried electrical wire in conduit.

Included but not limited to trenching, pull boxes, bedding, backfill, compaction, conduit, and wire (as per detail on plans).

SECTION 26 05 03: EQUIPMENT WIRING CONNECTIONS

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 26 01 26: MAINTENCANCE TESTING OF ELECTRICAL SYSTEMS

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 26 05 29: MAINTENCANCE TESTING OF ELECTRICAL SYSTEMS

Measurement and Payment portion of other Sections of this Contract.

01 27 00 - 6

SECTION 26 05 33: CONDUIT AND BOXES FOR ELECTRICAL SYSTEMS

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 26 05 53: IDENTIFICATION FOR ELECTRICAL SYSTEMS

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 26 12 10: LOW VOLTAGE WIRE AND CABLE

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 26 19 21: DISTRIBUTION CONTROL PANEL

A. Distribution Control Panel

1. Basis of Measurement: Lump Sum

2. Basis of Payment: Includes equipment, tools, and labor to install distribution PLC at the tribal building. Includes the connection, software, fiber optic ethernet switches, miscellaneous control devices and materials for circuitry, wiring, programming, calibration, testing, repair, troubleshooting, and operationality of the system to generate, store, and retrieve monthly operations reports (MORs).

SECTION 26 05 33: FIELD TESTING AND OPERATION

Measurement and Payment portion of other Sections of this Contract.

SECTION 26 42 00: CATHODIC PROTECTION

Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 31 10 00: SITE CLEARING

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 31 22 13: ROUGH GRADING

A. Site Grading and Access Road Improvements

1. Basis of Measurement: Lump Sum

2. Basis of Payment: Includes all equipment, materials, and labor to grade site in accordance with geotechnical report and planset. Including the hiring of a licensed geotechnical engineer to be on-site during site preparation and all grading operations, erosion and sediment controls, and seeding of hillside.

SECTION 31 23 16: EXCAVATION

01 27 00 - 7

SECTION 31 23 17: TRENCHING

Measurement and Payment portion of other Sections of this Contract. The following items are exceptions, provided they are listed in the Bid Schedule.

B. Cultural Monitoring

1. Basis of Measurement: Hourly

2. Basis of Payment: Includes hiring of Owner approved Tribal cultural monitor, who shall be on site to observe grading, trenching, and excavation work.

C. Archeological Monitoring

1. Basis of Measurement: Hourly

2. Basis of Payment: Includes hiring of an Owner-approved archaeologist meeting the

Secretary of the Interior’s (SOI) professional qualification standards, who shall be on site to observe all earth disturbing activities.

SECTION 31 25 13: EROSION CONTROLS

Measurement and Payment portion of other Sections of this Contract.

SECTION 31 37 00: RIPRAP

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 32 31 13: CHAIN LINK FENCES AND GATES

A. Chain Link Fencing and Gates:

1. Basis of Measurement: By linear foot to fence height specified.

2. Basis of Payment: Includes excavation, post footings, posts, rails, tension wire, fabric, gates, and connection to existing fencing.

SECTION 33 11 13: WATER DISTRIBUTION MAINS

A. Water Main Connection and Yard Piping:

1. Basis of Measurement: Lump Sum

2. Basis of Payment: Includes all parts, labor, tools, and equipment to install pipe and appurtenances between the new water tank to the existing water distribution system.

Included but not limited to water main, pipe bedding, compaction, compaction testing, valves, drain box, drain pipe, and rip rap.

SECTION 33 11 16: WATER DISTRIBUTION VALVES AND HYDRANTS

01 27 00 - 8

SECTION 33 13 00: DISINFECTING OF WATER DISTRIBUTION

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 33 13 13: WATER STORAGE TANK DISINFECTION

A. Work described in this Section shall be merged with pay item(s) defined within the Measurement and Payment portion of other Sections of this Contract.

SECTION 33 16 20: Bolted Steel Water Storage Tanks

A. Tank Foundation

1. Basis of Measurement: Lump Sum

2. Basis of Payment: Includes all tools, equipment, materials, and labor to install tank foundation in accordance with geotechnical report (and follow-up email) design recommendations. Including but not limited to: excavation, grading, formwork, rebar, bedding, compaction, compaction testing, hardware, concrete, concrete strength testing, excavation, fill, erosion control BMP’s and drainage structures. Included is hiring a Geotechnical Engineer to be onsite during construction for site preparation and all grading operations.

B. Bolted Steel Water Storage Tank -135,000-gal

1. Basis of Measurement: Lump Sum

2. Basis of Payment: Includes all tools, equipment, material, and labor to install tank and appurtenances. Includes but not limited to water storage tank, liquid level indicator, access hatch, ladder, air vent, insect screening, fittings, seismic adaptors, valves, pipe, pipe support, pipe support foundations, hydrostatic testing, vacuum testing, holiday testing, cleaning, disinfection, bacteria testing, design, and structural calculations.

SECTION 40 70 05: Primary Sensors and Field Instruments

A. Incidental Plumbing Equipment

1. Basis of Measurement: Lump Sum

2. Basis of Payment: Includes general plumbing equipment, tools, and labor at the tribal office to install a functioning water quality monitoring system. Includes but not limited to: sample tap, equipment housings, plexiglass backboard, connectors, cables, tubing, pipe, fittings, valves, pressure gauge, flow switch, needle valve, and identification tags.

B. Level Switch – Float Type

1. Basis of Measurement: Lump Sum

2. Basis of Payment: Includes equipment, tools, and labor to install tank floats. Included is floats, cable, and integration with existing booster system for automated start/stop/alarm functions.

C. Pressure Transducer – Submersible Hydrostatic Pressure Type

1. Basis of Measurement: Lump Sum

2. Basis of Payment: Includes equipment, tools, and labor to install pressure transducer.

Included is transducer, cable, and integration with new distribution PLC for tank level monitoring.

01 27 00 - 9

D. Free Chlorine Analyzer

1. Basis of Measurement: Lump Sum

2. Basis of Payment: Includes equipment, tools, and labor to install a free chlorine analyzer with combination pH and temp probe, and functioning controller. Includes programming and integrating data collection for reporting.

E. Ethernet Switch

1. Basis of Measurement: Lump Sum

2. Basis of Payment: Includes equipment, tools, and labor to install ethernet switch at the water treatment plant. Includes the connection, troubleshooting, and operationality of the system to send the following data from the water treatment plant to the distribution PLC:

Air-Hold-Test (AHT) initial pressure, AHT pressure decay, Turbidity - filtered water (NTU), flow rate (GPM), and water production (gal).

California Area Indian Health Service Revised 3/15/2018

Administrative Requirements 01 30 00 - 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

A. Coordination and project conditions.

B. Field engineering.

C. Preconstruction meeting.

D. Progress meetings.

E. Pre-installation meetings.

1.2 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of various sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements.

B. Verify utility requirements and 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, operating equipment.

C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, 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.

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

E. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion.

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's activities.

1.3 FIELD ENGINEERING

A. Employ Land Surveyor registered in State of California and acceptable to Owner.

01 30 00 - 2

B. Locate and protect survey control and reference points. Promptly notify Engineer of discrepancies discovered.

C. Control datum for survey is established by Owner provided survey and/or shown on Drawings.

D. Verify set-backs and easements; confirm drawing dimensions and elevations.

E. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices.

F. Where required, submit copy of site drawing signed by Land Surveyor certifying elevations and locations of the Work are in conformance with Contract Documents.

G. Maintain complete and accurate log of control and survey work as Work progresses.

H. Protect survey control points prior to starting site work; preserve permanent reference points during construction.

I. Promptly report to Engineer loss or destruction of reference point or relocation required because of changes in grades or other reasons.

J. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Engineer.

1.4 PRECONSTRUCTION MEETING

A. Owner will schedule meeting after Notice of Award.

B. Attendance Required: Owner, Engineer, and Contractor.

C. Agenda:

1. Execution of Owner-Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of Subcontractors, list of products, schedule of values, progress schedule, and other preconstruction requirements.

5. Designation of personnel representing parties in Contract and Engineer.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Scheduling.

8. Review of potential safety concerns and designation of OSHA Competent Person.

D. Record minutes and distribute copies within three days after meeting to participants, with two copies to Engineer, Owner, and those affected by decisions made.

1.5 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work at maximum bi-monthly intervals.

01 30 00 - 3

B. Engineer will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

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

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems impeding planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of off-site fabrication and delivery schedules.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Coordination of projected progress.

11. Maintenance of quality and work standards.

12. Effect of proposed changes on progress schedule and coordination.

13. Other business relating to Work.

E. Record minutes and distribute copies within three days after meeting to participants, with two copies to Engineer, Owner, and those affected by decisions made.

1.6 PRE-INSTALLATION MEETINGS

A. When required in individual specification sections, convene pre-installation meetings at Project site prior to commencing work of specific section.

B. Require attendance of parties directly affecting, or affected by, Work of specific section.

C. Notify Engineer four days in advance of meeting date.

D. Prepare agenda and preside at meeting:

1. Review conditions of installation, preparation and installation procedures.

2. Review coordination with related work.

E. Record minutes and distribute copies within three days after meeting to participants, with two copies to Engineer, Owner, and those affected by decisions made.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION – Not Used

California Area Indian Health Service Revised 6/6/2018

Submittal Procedures 01 33 00 - 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Submittal procedures.

B. Construction progress schedules.

C. Proposed products list.

D. Product data.

E. Shop drawings.

F. Samples.

G. Design data.

H. Test reports.

I. Certificates.

J. Manufacturer's instructions.

K. Manufacturer's field reports.

L. Erection drawings.

1.2 SUBMITTAL PROCEDURES

A. Transmit each submittal with Engineer accepted form.

B. Sequentially number transmittal forms. Mark revised submittals with original number and sequential alphabetic suffix.

C. Identify Project, Contractor, subcontractor and supplier; pertinent drawing and detail number, and specification section number, appropriate to submittal.

D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with requirements of the Work and Contract Documents.

E. Schedule submittals to expedite Project, and deliver to Engineer at address as shown in Invitation to Bid. Coordinate submission of related items.

01 33 00 - 2

F. For each submittal for review, allow 7 calendar days excluding delivery time to and from Contractor.

G. Identify variations from Contract Documents and product or system limitations which may be detrimental to successful performance of completed Work.

H. Allow space on submittals for Contractor and Engineer review stamps.

I. When revised for resubmission, identify changes made since previous submission.

J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements.

K. Submittals not requested will not be recognized or processed.

1.3 CONSTRUCTION PROGRESS SCHEDULES

A. Submit initial schedules within 7 calendar days after date of Owner-Contractor Agreement. After review, resubmit required revised data within 10 calendar days.

B. Submit revised Progress Schedules with every Application for Payment if schedule has deviated from previous version submitted. If Work remains on last submitted Progress Schedule, no revised schedule should be submitted.

C. Distribute copies of reviewed schedules to Project site file, subcontractors, suppliers, and other concerned parties.

D. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in schedules.

E. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate early and late start, early and late finish, float dates, and duration.

F. Indicate estimated percentage of completion for each item of Work at each submission.

G. Submit separate schedule of submittal dates for shop drawings, product data, and samples, including Owner furnished products and products identified under Allowances, and dates reviewed submittals will be required from Engineer. Indicate decision dates for selection of finishes.

H. Indicate delivery dates for Owner furnished products and products identified under Allowances.

I. Revisions to Schedules:

1. Indicate progress of each activity to date of submittal, and projected completion date of each activity.

2. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes.

01 33 00 - 3

3. Prepare narrative report to define problem areas, anticipated delays, and impact on Schedule.

Report corrective action taken, or proposed, and its effect, including effect of changes on schedules of separate contractors.

1.4 PROPOSED PRODUCTS LIST

A. Within 15 calendar days after date of Owner-Contractor Agreement, submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.

B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards.

1.5 PRODUCT DATA

A. Product Data: Submit to Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.

B. Submit number of copies Contractor requires, plus two copies Engineer will retain.

C. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

D. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

E. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents described in Section 01 70 00 - Execution and Closeout Requirements.

1.6 SHOP DRAWINGS

A. Shop Drawings: Submit to Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.

B. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

C. When required by individual specification sections, provide shop drawings signed and sealed by professional engineer responsible for designing components shown on shop drawings.

1. Include signed and sealed calculations to support design.

2. Submit drawings and calculations in form suitable for submission to and approval by authorities having jurisdiction.

3. Make revisions and provide additional information when required by authorities having jurisdiction.

D. Submit number of opaque reproductions Contractor requires, plus two copies Engineer will retain.

01 33 00 - 4

E. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents described in Section 01 70 00 - Execution and Closeout Requirements.

1.7 SAMPLES

A. Samples: Submit to Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.

B. Samples for Selection as Specified in Product Sections:

1. Submit to Engineer for aesthetic, color, or finish selection.

2. Submit samples of finishes from full range of manufacturers' standard colors, textures, and patterns for Engineer selection.

3. Color and finish samples shall be true samples, not photographs.

C. Submit samples to illustrate functional and aesthetic characteristics of Products, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

D. Include identification on each sample, with full Project information.

E. Submit number of samples specified in individual specification sections; Engineer will retain one sample.

F. Reviewed samples which may be used in the Work are indicated in individual specification sections.

G. Samples will not be used for testing purposes unless specifically stated in specification section.

H. After review, produce duplicates and distribute in accordance with Submittal Procedures article and for record documents purposes described in Section 01 70 00 - Execution and Closeout Requirements.

1.8 DESIGN DATA

A. Submit for Engineer's knowledge as contract administrator or for Owner.

B. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

1.9 TEST REPORTS

A. Submit for Engineer's knowledge as contract administrator or for Owner.

B. Submit test reports for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

01 33 00 - 5

1.10 CERTIFICATES

A. When specified in individual specification sections, submit certification by manufacturer, installation/application subcontractor, or Contractor to Engineer, in quantities specified for Product Data.

B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Engineer.

1.11 MANUFACTURER'S INSTRUCTIONS

A. When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Engineer for delivery to Owner in quantities specified for Product Data.

B. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

1.12 MANUFACTURER'S FIELD REPORTS

A. Submit reports for Engineer's benefit as contract administrator or for Owner.

B. Submit report within 48 hours of observation to Engineer for information.

C. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

1.13 ERECTION DRAWINGS

A. Submit drawings for Engineer's benefit as contract administrator or for Owner.

B. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

C. Data indicating inappropriate or unacceptable Work may be subject to action by Engineer or Owner.

PART 2 PRODUCTS - Not Used

01 33 00 - 6

Description* Action

Item No.

(Type, Model No., Manufacturer, Etc.)

By

Section Owner

PRECONSTRUCTION SUBMITTALS

1 Schedule of Values

2 Schedule of Submittals

3 Progress Schedule

MATERIAL SUBMITTALS REQUIRED

4 Stormwater Controls Section 01 56 00

5 Concrete Reinforcement (steel)

Section 03 30 00

6 Concrete Materials Section 03 30 00

7 Concrete Mix Design Section 03 30 00

8 Concrete Delivery Data Section 03 30 00

9 Aggregate Base Section 03 30 00

10 Tank Removal Materials Received Receipt

Section 02 41 17

11 Electrical Work - Materials, Schedule, Catalog Cuts

Section 26 01 00

12 Instrumentation and Communications Cables

Section 26 05 23

13 Grounding Electrodes and Section 26 05 26

01 33 00 - 7

Connections

14 Conduit and Boxes for Electrical Systems

Section 26 05 33

15 Identification for Electrical Systems

Section 26 05 33

16 Low Voltage Wire and Cable Section 26 12 10

17 Cathodic Protection Section 26 42 00

18 Field Testing and Operation Section 26 95 00

19 Pipe Bedding Section 31 23 17

20 Riprap Section 31 37 00

21 Seeding Section 31 92 19

22 Water Main DI -3 inch Section 33 11 13

23 Water Main DI -4 inch Section 33 11 13

24 Water Main DI -6 inch Section 33 11 13

25 Water Main PVC -4 inch Section 33 11 13

26 Water Main PVC -6 inch Section 33 11 13

27 Water Main PVC - 8 inch Section 33 11 13

28 Plastic Ribbon Warning Tape -6 inch

Section 33 11 17

29 Gate Valve -4 inch / -6 inch Section 33 11 16

30 Check Valve - 6 inch Section 33 11 16

01 33 00 - 8

31 Yard Hydrant Section 33 11 16

32 Air/Vacuum Release Valve Section 33 11 16

33 Flush Hydrant Assembly Section 33 11 16

34 Disinfection Procedures / Products

Section 33 13 13

35 Seismic Adapters Section 33 16 20

36 Water Storage Tank

Section 33 13 33 / 33 16 20 / 09 97 14

37 Identification Tags Section 40 70 05

38 Float Switch - Paddlewheel Section 40 70 05

39 Float Switch - Rotameter Section 40 70 05

40 Level Switch - Float Type Section 40 70 05

41 Pressure Transducer Section 40 70 05

42 Free Chlorine Analyzer Section 40 90 10

43 Ethernet Switch Section 40 70 10

TESTING SUBMITTALS REQUIRED

1 As Built Records

2 Warranty Information

3 Bacteriological Test Results Section 33 13 00

4 Disinfection Report Section 33 13 00

01 33 00 - 9

SUBMITTAL REVIEW FORM Project CA 17-E66

Received by PM Submittal No.

Date Initial Contract Name

Contract No.

Return to Contractor Contractor Date Initial Project No.

Quality Requirements 01 40 00 - 1

SECTION 01 40 00

QUALITY REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Quality control and control of installation.

B. Tolerances.

C. References.

D. Labeling.

E. Testing and inspection services.

F. Manufacturers' field services.

G. Examination.

H. Preparation.

1.2 QUALITY CONTROL AND CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. When manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Perform Work by persons qualified to produce required and specified quality.

F. Verify field measurements are as indicated on Shop Drawings or as instructed by manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.

1.3 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

01 40 00 - 2

B. Comply with manufacturers' tolerances. When manufacturers' tolerances conflict with Contract Documents, request clarification from Engineer before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

1.4 REFERENCES

A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard by date of issue current on date of Contract Documents, except where specific date is established by code.

C. Obtain copies of standards where required by product specification sections.

D. When specified reference standards conflict with Contract Documents, request clarification from Engineer before proceeding.

E. Neither contractual relationships, duties, nor responsibilities of parties in Contract nor those of Engineer shall be altered from Contract Documents by mention or inference otherwise in reference documents.

1.5 LABELING

A. Attach label from agency approved by authority…