C04 Attachment 1 SOW_Specs 127EAX26Q0078.pdf

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SOUTHWESTERN REGION 03

PRESCOTT NATIONAL FOREST

Replace Granite Basin Water Booster Pumps and

Tank Floats

STATEMENT OF WORK

U.S. FOREST SERVICE

06/18/2026

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TABLE OF CONTENTS

1.0 GENERAL INFORMATION

1.1 WORK SUMMARY

1.2 PROJECT LOCATION

1.3 PERFORMANCE PERIOD & WORK RESTRICTIONS

1.4 POINTS OF CONTACT

1.5 CONTRACTOR STAGING

1.6 USE OF PREMISES

1.7 UTILITIES & SANITATION SERVICES

1.8 PROTECTION OF NATURAL RESOURCES

1.9 CONSTRUCTION SCHEDULE

2.0 PROJECT SCOPE

2.1 SCOPE

2.2 BASE BID ITEMS

2.2.1 BASE BID 001 REMOVE EXISTING PLUMBING AND VALVES

2.2.2 BASE BID 002 INSTALL TWO (2) NEW WATER BOOSTER PUMPS

2.2.3 BASE BID 003 INSTALL NEW PLUMBING AND VALVES

2.2.4 BASE BID 004 REPLACE WATER STORAGE TANK FLOATS

2.2.5 BASE BID 005 WATER STORAGE TANK FLOAT CONTROL BOX MAINTENANCE

2.2.6 BASE BID 006 TESTING AND COMMISSIONING

2.3 SCOPE ATTACHMENTS

3.0 SPECIFICATIONS

SECTION 22 05 23 – GENERAL-DUTY VALVES FOR PLUMBING PIPING

SECTION 22 11 16 – DOMESTIC WATER PIPING

SECTION 22 11 19 – DOMESTIC WATER PIPING SPECIALTIES

SECTION 22 11 23 - DOMESTIC WATER PUMPS

4.0 SUBMITTAL PROCEDURES AND REQUIREMENTS

4.1 SUBMITTALS

4.2 SUBMITTAL DESCRIPTIONS

4.3 SUBMITTAL VARIATIONS

4.4 SUBMITTAL SUBSTITUTIONS

4.5 SUBMITTAL TYPES

4.6 SUBMITTAL STATUS TRANSACTION CODES

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4.7 SUBMITTAL EXECUTION

4.8 SUBMITTAL REGISTER

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1.0 GENERAL INFORMATION

1.1 WORK SUMMARY

Replace two booster pumps, plumbing piping, and other miscellaneous plumbing equipment at the Granite Basin Recreation Area. Work also includes replacing the water floats at the water storage tank.

The water system is currently shut down due to the booster pumps failure in May.

1.2 PROJECT LOCATION

From the Bradshaw Ranger District Office (344 S. Cortez Street, Prescott, AZ 86303), drive west on Aubrey Street, then turn right onto S. Montezuma Street. In 0.8 miles, S. Montezuma Street becomes Whipple Street. Drive 0.7 miles, then Whipple Street turns into W. Iron Springs Road.

Continue 3.0 miles, then turn right onto Granite Basin Road. The pump vault is another 150 feet on the left side of the road within a small, fenced area.

The water storage tank is 1.5 miles north of the pump vault along Granite Basin Road. There is a gated 200-foot access road that leads directly to the tank.

The Pump Vault, Access Road Gate, Water Storage Tank Gate, and Tank Hatch are all accessed by USFS key that will be checked out to the awarded contractor.

Water Infrastructure Feature LATITUDE (decimal degrees)

LONGITUDE

(decimal degrees)

Pump Vault 34.578890° -112.524704° Water Storage Tank 34.597162° -112.536548°

1.3 PERFORMANCE PERIOD & WORK RESTRICTIONS

The performance period shall be 90 calendar days after Notice to Proceed is issued, to account for ordering new pumps and associated delivery lead times.

1.4 POINTS OF CONTACT

Contracting Officer’s Representative:

Terri Beard, Theresa.beard@usda.gov, 928-458-1503

Alternative Forest POC Rachel Sheridan, Rachel.sheridan@usda.gov, 202-492-7564 mailto:Theresa.beard@usda.gov mailto:Rachel.sheridan@usda.gov

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1.5 CONTRACTOR STAGING

Keep staging and storge areas confined to previously ground-disturbed areas adjacent to the project locations. Where off-road travel is required to the project location, stage equipment and resources to minimize ground disturbance. Rehabilitate and repair sites, removing ruts and restoring natural conditions and grading.

1.6 USE OF PREMISES

Provide adequate signage and barricades and take necessary safety measures to protect the public during all construction operations. Minimize disturbance of all undisturbed areas.

Secure equipment and contract work against theft and vandalism. The Government is not responsible for the theft and/or vandalism of any materials or equipment left at the project site.

1.7 UTILITIES & SANITATION SERVICES

There are vault toilets located at Yavapai Campground, Wekuvde Picnic Area, and Playa Day Use at the Granite Basin recreation area, available to the Contractor. There are no potable water, electricity, or other sanitation facilities available.

1.8 PROTECTION OF NATURAL RESOURCES

Confine all operations to work limits of the project. Prevent damage to natural surroundings.

Restore damaged areas, and repair or replace damaged trees and plants, at no additional expense to the Government. Provide temporary barriers to protect existing trees and plants and root zones. Do not remove, injure, or destroy trees or other plants without prior approval.

Consult with COR and remove agreed-on roots and branches that interfere with construction.

Do not fasten ropes, cables, or guys to existing trees.

1.9 CONSTRUCTION SCHEDULE

Submit a detailed schedule that includes, but is not limited to:

- A detailed breakdown of all project tasks, phases, and sub-phases

- Key milestones, including Notice to Proceed, substantial completion, and owner-defined checkpoints.

- Identification of labor, equipment, and material procurement, including submittal approval, fabrication, and delivery times.

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2.0 PROJECT SCOPE

2.1 SCOPE

The Contractor shall furnish all supervision, materials, equipment and vehicles, tools, parts, labor, transportation, lodging, and miscellaneous items to replace two (2) water booster pumps and storage tank floats in accordance with the drawings, specifications, and other attachments referenced and contained herein.

No changes to the specifications, terms, or conditions of this statement of work shall be made without the prior approval of the Contracting Officer, in writing.

2.2 BASE BID ITEMS

2.2.1 BASE BID 001 REMOVE EXISTING PLUMBING AND VALVES

Remove all existing plumbing in the pump vault, including two (2) booster pumps, five (5) gate valves, one (1) pressure gauge, one (1) flow switch, four (4) bronze test plugs, flanges, unions, and plumbing pipe inside the booster pump vault.

2.2.2 BASE BID 002 INSTALL TWO (2) NEW WATER BOOSTER PUMPS

Install two new (2) water booster pumps with in-kind specification and pump curves as the current pumps. Reference table below. Include electrical work and wiring to the existing power run to the pumps. Do not refurbish and install the same pumps. This line item requires two (2) new pumps. Refurbishing and using the existing pumps is not permitted.

West Pump West Pump Motor East Pump East Pump Motor Manufacturer Grundfos Baldor FPS Landmark Model CR 8-100 ------------- 10VR11 LM1P7.52CF Frame ------------- 213TC ------------- 213TC Catalog / Item # ------------- 84z00031 ------------- ------------- Stages / Impellers 10 ------------- 11 ------------- Rated Power 7.5 hp 7.5 hp 7.5 hp 7.5 hp Hz ------------- 60 ------------- 60 Volts ------------- 208-230 ------------- 230 Amps ------------- 38 – 37 ------------- 30.9 Phase ------------- 1 ------------- 1

Anchor pumps to existing concrete bases.

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2.2.3 BASE BID 003 INSTALL NEW PLUMBING AND VALVES

Install all new plumbing, with the following requirements:

1. Prior to fabrication and installation, provide a drawing of all new system components, showing plumbing dimensions, system components, supports, material, etc.

2. Install all new valves, switches, unions, plugs, etc. in the same location (+/-) unless otherwise specified or dictated by the latest edition of the Uniform Plumbing Code

(UPC).

3. Verify all dimensions prior to fabrication.

4. Install floor-mounted pipe supports as needed.

5. At the north (discharge) galvanized pipe starting at the tee union, replace the pipe starting at the tee / union (before the pipe enters the wall).

a. Do not cut the pipe.

6. Install two (2) shutoff gate valves and two (2) strainers, one each on the suction side of the new pumps.

7. Install two (2) strainers, one each on the discharge side of the new pumps.

8. Two (2) non-slam check valves and two (2) throttling valves, one each on the discharge side of the pumps.

9. Four (4) test plugs, one (1) each on the suction and discharge side of each pump.

10. Two (2) pressure gages, one on the incoming side before the tee to the pumps, and one on the discharge side after the tee towards the concrete wall.

11. One (1) flow switch, and associated electrical.

2.2.4 BASE BID 004 REPLACE WATER STORAGE TANK FLOATS

Replace the three (3) pump-up floats and cord/wiring at the water storage tank with new, at the same heights as the existing floats. Verify existing float make, model and power requirements prior to ordering the new system.

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2.2.5 BASE BID 005 WATER STORAGE TANK FLOAT CONTROL BOX MAINTENANCE

At the float control box, remove the abandoned galvanized conduit where it enters the control box to where it enters the storage tank. Install weather- and water-proof caps at the control box and storage tank where the conduit was removed.

At the existing and active float control conduit entering the control box, place steel mesh and seal the penetration after installing the new wiring.

2.2.6 BASE BID 006 TESTING AND COMMISSIONING

At the conclusion of the pump and tank float installation, perform field testing ensuring all components are functional.

Test each pump using the manual override function at the control box.

Test the pump and float system in unison, ensuring all components are adequately communicating.

In conjunction and coordination with the COR, turn on the system to a fully functional status.

Flushing city-connected water through the system, checking chlorine residuals, and completing water sampling is the responsibility of the Government.

Provide a signed test report identifying any components that were not functioning, troubleshooting steps taken, and conclusion. Identify test duration for each independent test performed.

2.3 SCOPE ATTACHMENTS

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3.0 SPECIFICATIONS

SECTION 22 05 23 – GENERAL-DUTY VALVES FOR PLUMBING PIPING

PART 1 – GENERAL

1.1 SECTION REQUIREMENTS

A. Submittals:

1. Check Valve, Non-Slam, SD-03, Product Data

2. Shutoff (Gate) Valve, SD-03, Product Data

3. Throttling (Ball) Valve, SD-03, Product Data

PART 2 – PRODUCTS

2.1 GENERAL REQUIREMENTS FOR PIPING SPECIALTIES

A. Where dissimilar metallic piping materials or components are joined:

1. Submit substitute products such that dissimilar metallic components are not connected entirely, or

2. The connection shall be protected against galvanic corrosion by means of a dielectric fitting, insulating coupling, or approved transition union.

2.2 SYSTEM DESCRIPTION

A. ASME Compliance:

1. ASME B1.20.1 for threads for threaded end valves.

2. ASME B16.1 for flanges on iron valves.

3. ASME B16.10 and ASME B16.34 for ferrous valve dimensions and design criteria.

4. ASME B16.18 for solder-joint connections.

B. NSF Compliance: NSF 61 [and NSF 372] for valve materials for potable-water service.

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2.2 GENERAL-DUTY VALVES

A. Valve Sizes: Same as upstream piping unless otherwise indicated.

B. One-Piece, Brass Ball Valves:

1. Description:

a. Standard: MSS SP-110.

b. CWP Rating: 400 psig (2760 kPa).

c. Body Design: One piece.

d. Body Material: Forged brass or bronze.

e. Ends: Threaded and soldered.

f. Seats: PTFE.

g. Stem: Brass or stainless steel.

h. Ball: Chrome-plated brass or stainless steel.

i. Port: Reduced.

C. One-Piece, Bronze Ball Valves with Bronze Trim:

a. Standard: MSS SP-110.

b. CWP Rating: 400 psig (2760 kPa).

c. Body Design: One piece.

d. Body Material: Bronze.

e. Ends: Threaded.

f. Seats: PTFE.

g. Stem: Bronze.

h. Ball: Chrome-plated brass.

i. Port: Reduced.

D. Class 125, Bronze Swing Check Valves with Bronze Disc:

a. Standard: MSS SP-80, Type 3.

b. CWP Rating: 200 psig (1380 kPa).

c. Body Design: Horizontal flow.

d. Body Material: ASTM B 62, bronze.

e. Ends: Threaded or soldered. See valve schedule articles.

f. Disc: Bronze.

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E. Class 125, Bronze Swing Check Valves with Nonmetallic Disc:

a. Standard: MSS SP-80, Type 4.

b. CWP Rating: 200 psig (1380 kPa).

c. Body Design: Horizontal flow.

d. Body Material: ASTM B 62, bronze.

e. Ends: Threaded or soldered. See valve schedule articles.

f. Disc: PTFE.

F. Class 125, NRS, Bronze Gate Valves:

a. Standard: MSS SP-80, Type 1.

b. CWP Rating: 200 psig.

c. Body Material: Bronze with integral seat and screw-in bonnet.

d. Ends: Threaded or solder joint.

e. Stem: Bronze.

f. Disc: Solid wedge; bronze.

g. Packing: Asbestos free.

h. Handwheel: Malleable iron, bronze, or aluminum.

G. Class 125, RS, Bronze Gate Valves:

a. Standard: MSS SP-80, Type 2.

b. CWP Rating: 200 psig.

c. Body Material: Bronze with integral seat and screw-in bonnet.

d. Ends: Threaded or solder joint.

e. Stem: Bronze.

f. Disc: Solid wedge; bronze.

g. Packing: Asbestos free.

h. Handwheel: Malleable iron, bronze, or aluminum.

H. Class 125, NRS, Iron Gate Valves:

a. Standard: MSS SP-70, Type I.

b. CWP Rating: 200 psig.

c. Body Material: Gray iron with bolted bonnet.

d. Ends: Flanged.

e. Trim: Bronze.

f. Disc: Solid wedge.

g. Packing and Gasket: Asbestos free.

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I. Class 125, OS&Y, Iron Gate Valves:

a. Standard: MSS SP-70, Type I.

b. CWP Rating: 200 psig.

c. Body Material: Gray iron with bolted bonnet.

d. Ends: Flanged.

e. Trim: Bronze.

f. Disc: Solid wedge.

g. Packing and Gasket: Asbestos free.

PART 3 – EXECUTION

3.1 INSTALLATION

A. Use gate and ball valves for shutoff duty; globe and ball for throttling duty.

B. Locate valves for easy access and provide separate support where necessary.

C. Install valves in horizontal piping with stem at or above center of pipe.

D. Install valves in a position to allow full stem movement.

E. Install check valves for proper direction of flow in horizontal position with hinge pin level.

END OF SECTION 22 05 23

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SECTION 22 11 16 – DOMESTIC WATER PIPING

1. Galvanized Steel Piping, SD-03, Product Data

2. Transition Fittings, SD-03, Product Data

3. Solvent Cements & Adhesive Primers, SD-03, Product Data

a. Documentation including printed statements of VOC content.

4. Pressure Gauge, SD-03, Product Data

5. Test Plug, SD-03, Product Data

2.1 PERFORMANCE REQUIREMENTS

A. Potable-water piping and components shall comply with NSF 61.

B. Where dissimilar metallic piping materials or components are joined:

1. Submit substitute products such that dissimilar metallic components are not connected entirely, or

2. The connection shall be protected against galvanic corrosion by means of a dielectric fitting, insulating coupling, or approved transition union.

2.2 PIPE AND FITTINGS

A. Galvanized-Steel Piping: ASTM A 53/A 53M, Schedule 40, galvanized-steel pipe, with ASME B16.4, Class 125, galvanized, standard pattern gray-iron, threaded fittings.

B. Transition Fittings: Manufactured piping coupling or specified piping system fitting. Same size as pipes to be joined and pressure rating at least equal to pipes to be joined.

2.3 PRESSURE GAGES AND TEST PLUGS

A. Direct-Mounted, Metal-Case, Dial-Type Pressure Gages:

1. Standard: ASME B40.100.

2. Case: Sealed, Open-front, pressure relief

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3. Movement: Mechanical, with link to pressure element and connection to pointer.

4. Dial: Nonreflective aluminum with permanently etched scale markings graduated in psi.

5. Pointer: Dark-colored metal.

6. Window: Plastic.

7. Ring: Metal.

8. Accuracy: Grade B, plus or minus 2 percent of middle half of

B. Test Plug: Corrosion-resistant brass or stainless-steel body with two self-sealing rubber core inserts and gasketed and threaded cap, with extended stem for units to be installed in insulated piping. Minimum pressure and temperature rating 500 psig at 200 deg F (3450 kPa at 93 deg C).

A. Install piping free of sags and bends.

B. Install fittings for changes in direction and branch connections.

C. Install unions at final connection to each piece of equipment.

D. Install dielectric coupling and nipple fittings to connect piping materials of dissimilar metals in water piping.

E. Soldered Joints: Comply with procedures in ASTM B 828 unless otherwise indicated.

3.2 INSPECTING AND CLEANING

A. Inspect and test piping systems as follows:

1. Fill domestic water piping. Check components to determine that they are not air bound and that piping is full of water.

2. Test for leaks and defects in new piping and parts of existing piping that have been altered, extended, or repaired.

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3.3 VALVE SCHEDULE

A. Drawings indicate valve types to be used. Where specific valve types are not indicated, the following requirements apply:

1. Shutoff Duty: Use bronze ball or gate valves for piping NPS 2 (DN 50) and smaller. Use cast-iron butterfly or gate valves with flanged ends for piping NPS 2-1/2 (DN 65) and larger.

2. Throttling Duty: Use bronze ball or globe valves for piping NPS 2 (DN

50) and smaller. Use cast-iron butterfly valves with flanged ends for piping NPS 2-1/2 (DN 65) and larger.

3. Drain Duty: Hose-end drain valves.

B. Install gate or ball valves on inlet to each plumbing equipment item, on each supply to each plumbing fixture not having stops on supplies, and elsewhere as

C. Install swing check valve on discharge side of each pump.

END OF SECTION 22 11 16

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SECTION 22 11 19 – DOMESTIC WATER PIPING SPECIALTIES

1. Strainer, SD-03, Product Data

2.1 GENERAL REQUIREMENTS FOR PIPING SPECIALTIES

A. Potable-water piping and components shall comply with NSF 61.

B. Where dissimilar metallic piping materials or components are joined:

1. Submit substitute products such that dissimilar metallic components are not connected entirely, or

2. The connection shall be protected against galvanic corrosion by means of a dielectric fitting, insulating coupling, or approved transition union.

2.2 PERFORMANCE REQUIREMENTS

A. Minimum Working Pressure for Domestic Water Piping Specialties: 125 psig (860 kPa) unless otherwise indicated.

2.3 MANUFACTURED UNITS

A. Y-Pattern Strainers

1. Pressure Rating: 125 psig (860 kPa) minimum unless otherwise

2. Body: Bronze for NPS 2 (DN 50) and smaller; cast iron[ with interior lining that complies with AWWA C550 or that is FDA approved, epoxy coated and] for NPS 2-1/2 (DN 65) and larger.

3. End Connections: Threaded for NPS 2 (DN 50) and smaller; flanged for NPS 2-1/2 (DN 65) and larger.

4. Screen: Stainless steel with round perforations unless otherwise

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5. Perforation Size:

a. Strainers NPS 2 (DN 50) and Smaller: [0.020 inch (0.51 mm)] [0.033 inch (0.84 mm)] [0.062 inch (1.57 mm)].

b. Strainers NPS 2-1/2 to NPS 4 (DN 65 to DN 100): [0.045 inch (1.14 mm)] [0.062 inch (1.57 mm)] [0.125 inch (3.18 mm)].

c. Strainers NPS 5 (DN 125) and Larger: [0.10 inch (2.54 mm)] [0.125 inch (3.18 mm)] [0.25 inch (6.35 mm)].

A. Install Y-pattern strainers for water on supply and suction sides of each pump.

B. Install water-hammer arresters in water piping according to PDI-WH 201.

END OF SECTION 22 11 19

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SECTION 22 11 23 - DOMESTIC WATER PUMPS

1. Pump and Motor, SD-03, Product Data

a. Include certified performance curves with operating points plotted on curves, operating characteristics, electrical characteristics, and furnished specialties and accessories.

2. Pump and Motor, SD-06, Field Test Reports

3. Pump and Motor, SD-10, Operations and Maintenance Data

2.1 PERFORMANCE REQUIRMENTS

A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

B. Comply with UL 778 for motor-operated water pumps.

2.2 DOMESTIC WATER PUMPS

B. Vertically Mounted, In-Line, Separately Coupled Centrifugal Pumps:

1. Factory-assembled and -tested, in-line, multi-stage, close-coupled, overhung-impeller centrifugal pumps designed for installation with pump and motor shafts vertically mounted. Rated for 125-psig (860-kPa) minimum working pressure and minimum continuous water temperature of 225 deg F (107 deg C).

2. Casing: Radially split, bronze, with threaded companion-flange connections.

3. Impeller: Statically and dynamically balanced, closed, and keyed to shaft.

4. Impeller Material: ASTM B 584, cast bronze or stainless steel.

5. Shaft and Shaft Sleeve: Steel shaft with copper-alloy shaft sleeve.

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6. Seal: Mechanical; with carbon-steel rotating ring, stainless-steel spring, ceramic seat, and rubber bellows and gasket.

7. Bearings: Oil lubricated; bronze-journal or ball type.

8. Motor: Resiliently mounted to pump casing.

2.3 MOTORS

A. Comply with NEMA MG 1 unless otherwise indicated.

1. Duty: Continuous duty at ambient temperature of 104 deg F (40 deg C) and at altitude of 5600 feet above sea level.

B. Motor Sizes: Minimum size as indicated. If not indicated, large enough so driven load will not require motor to operate in service factor range above 1.0.

A. Comply with HI 1.4.

B. Install pumps with access for periodic maintenance, including removal of motors, impellers, couplings, and accessories.

C. Support pumps and piping so weight of piping is not supported by pump volute.

D. Install electrical connections for power, controls, and devices.

E. Suspend in-line pumps independent from piping. Use continuous-thread hanger rods and vibration isolation hangers. Fabricate brackets or supports as required for pumps.

F. Install vertical in-line pumps on concrete bases.

G. Connect piping with valves that are at least the same size as piping connecting to pumps.

H. Install suction and discharge pipe sizes equal to or greater than diameter of pump nozzles.

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I. Install shutoff valve and strainer on suction side of pumps.

J. Install non-slam check valve and throttling valve on discharge side of pumps.

K. Install test plugs on suction and discharge side of each pump.

END OF SECTION 22 11 23

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4.0 SUBMITTAL PROCEDURES AND REQUIREMENTS

4.1 SUBMITTALS

Work may not proceed for a feature of work until submittal approval.

Use the attached form CM-16 for all submittals.

4.2 SUBMITTAL DESCRIPTIONS

When a product, model number, part number, etc. is specified herein, it is implied a substitute product with the same performance specifications may be submitted as an Approved Equal, subject to final approval by the Contracting Officer.

Submittal Descriptions (SD): Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals:

Submittals which are required prior to start of construction work, issuance of contract notice to proceed, or commencing work at the site. This includes, but is not limited to:

SD-02 Shop Drawings:

Drawings, diagrams, and schedules specifically prepared to illustrate some portion of the work. Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project. Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data:

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance, and other characteristics of materials, systems or equipment for some portion of the work.

SD-04 Samples:

Fabricated or un-fabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged. Color samples from the manufacturer’s standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

SD-05 Design Data:

Design calculations, mix designs, analyses or other data pertaining to a part of the work.

Design submittals, design substantiation submittals and extensions of design submittals.

Design calculations, mix designs, analyses or other data pertaining to a part of the work.

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SD-06 Test Reports:

- Reports signed by authorized official(s) of testing laboratory that a material, product, or system identical to the material, product, or system to be provided has been tested in accord with specified requirements.

- Reports of tests required to be performed by the Contractor on an actual portion of the work prepared for the project before shipment to the job site.

- Report which includes finding of a test made at the job site or on a sample taken from the job site, on portion of work during or after installation.

SD-07 Certificates:

Statements printed on the manufacturer’s letterhead and signed by responsible officials of manufacture of product, system, or material attesting that the product, system, or material meets specification requirements. Must be dated after the award of the project contract and clearly name the project.

SD-08 Manufacturer’s Instructions:

Preprinted material describing installation of a product, system, or material, including special notices and MSDS concerning impedances, hazards, and safety precautions.

SD-09 Manufacturer’s Fields Reports:

- Documentation of the testing and verification actions taken by manufacturer’s representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer’s standards or instructions.

- Documentation must be signed by an authorized official of a testing agency laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

SD-10 Operation and Maintenance Data:

Data that is furnished by the manufacturer, or the system provider, to the product, system, or equipment operating and maintenance personnel, including manufacturer’s help and product line necessary to maintain the product, system, or equipment.

SD-11 Closeout Submittals:

- Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

- Special requirements are necessary to properly close out a construction contract, such record drawings and as-built drawings.

4.3 SUBMITTAL VARIATIONS

Variations from contract requirements require Governmental approval pursuant to contract clause FAR 52-236-21 and will be considered where advantageous to the Government.

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Highlight, encircle, or otherwise identify deviations from the contract documents on submittals.

4.4 SUBMITTAL SUBSTITUTIONS

Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of the same quality, appearance, and utility to that specified, the Contractor shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.

Requests for substitutions will only be considered if the Contractor submits the following:

1. Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution.

Submit additional information if required by the Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

2. Similar data as above for items originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

3. A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

4.The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

4.5 SUBMITTAL TYPES

- Government Approval (GA) Submittals

- Written and graphic information that requires Contracting Officer’s responsible action.

- For Information Only (FIO) Submittals

4.6 SUBMITTAL STATUS TRANSACTION CODES

Government Approval (GA) Submittals o Approved with No Comment – A o Approved with Comment, No Resubmission – B o Approved with Comment, Resubmission Required, Missing Item – C o Disapproved, Does Not Meet Requirements, Resubmit – D

For Information Only (FIO) Submittals o Receipt Acknowledged, No Resubmission – F o Rejected, Does Not Meet Requirements, Resubmit – X

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4.7 SUBMITTAL EXECUTION

- Review each submittal and check for compliance with the contract documents. Note corrections and field dimensions.

- The Contracting Officer review will be completed and returned within 14 calendar days after the date of submissions.

- If a submittal is marked as “Disapproved” or “Does not comply”, resubmit with appropriate corrections. No work shall proceed for this item until resubmittal is approved.

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4.8 SUBMITTAL REGISTER

Replace Granite Basin Water Booster Pumps and Tank Floats

SUBMITTAL REQUIREMENTS

(indicate with an "X") STATUS

Spec.

Section or Drawing Sheet #

Par.

No. Description Submittal

Type

INFORMATIONAL ACTION

PR

E-

CO

N

ST

RU

CT

IO

N

SH

O

P

DR

AW

IN

G S

PR

O

DU

CT

D

AT

A

DE

SI

GN

D

AT

A

TE

ST

R

EP

O

RT

S

M

AN

U

FA

CT

U

RE

R

CE

RT

IF

IC

AT

M

AN

U

FA

CT

U

RE

R

IN

ST

RU

CT

IO

N

S

FI

EL

D

RE

PO

RT

CL

SE

O

U T

PR

E-

CO

N

ST

RU

CT

SH

P

DR

AW

IN

G S

PR

O

DU

CT

D

AT

A

SA

M

PL

ES

TE

ST

R

EP

O

RT

S

O

PE

RA

TI

O N

A N

D M

AI

N

TE

N

CE

D

AT

A

TR

AN

SM

IT

TA

L

N U

M

BE

R

SU

BM

IS

SI

O N

D

AT

E

RE

TU

RN

D

AT

E

ST

AT

U S

GENERAL

Construction Schedule SD-01 X Plumbing Sketch / Drawing SD-02 X Water Tank Floats SD-03 X Pressure Switch SD-03 X

22 05 23 – GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 23 1.1.A.1 Check Valve, Non-Slam SD-03 X 22 05 23 1.1.A.2 Shutoff (Gate) Valve SD-03 X 22 05 23 1.1.A.3 Throttling (Ball) Valve SD-03 X

22 11 16 – DOMSTIC WATER PIPING

22 11 16 1.1.A.1 Galvanized Steel Piping SD-03 X 22 11 16 1.1.A.2 Transition Fittings SD-03 X 22 11 16 1.1.A.3 Solvent Cement & Adhesive Primers SD-03 X 22 11 16 1.1.A.4 Pressure Gauge SD-03 X 22 11 16 1.1.A.5 Test Plug SD-03 X

22 11 19 – DOMESTIC WATER PIPING SPECIALTIES

22 11 19 1.1.A.1 Strainer SD-03 X

22 11 23 – DOMESTIC WATER PUMPS

22 11 23 1.1.A.1 Pump and Motor SD-03 X 22 11 23 1.1.A.2 Pump and Motor SD-06 X 22 11 23 1.1.A.3 Pump and Motor SD-10 X

NOTE: This submittal list may not be all-inclusive. Contractor shall ensure submittal requirements of contract are met in accordance with the drawings and specifications.

2.3 SCOPE ATTACHMENTS