A04_Specifications_for_NLBC_Materials.pdf

SECTION 01009

GENERAL INFORMATION AND REQUIREMENTS

NLBC Materials Purchase GENERAL INFORMATION AND

REQUIREMENTS

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PART 1: GENERAL

1.1 SUMMARY:

A. Description of Work: Furnish and ship all materials on Table 1 to the Bureau of Land Management’s Rock Springs Field Office.

Materials must be delivered Monday through Friday, between 7:00AM and 4:00PM.

Table 1. Materials list.

Description Estimated Quantity Unit

12'diameterX 24" deep (min) Rubber Tire Troughs 16 ea 1.25" PE4710 SDR11 HDPE pipe 20' Straight Length sticks 80 ea 1.25" PE4710 SDR11 HDPE pipe 500' roll 16 ea 1.25" IPS DR11 Butt Fusion Tee 8 ea 1.25" IPS DR11 Butt Fusion 90deg Elbow 24 ea 1.25" IPS DR11 Butt Fusion male stainless steel Threaded Transition 24 ea 4" IPS SDR11 PE4710 Black HDPE pipe 20' Straight Length sticks 80 ea 4" IPS DR11 Butt Fusion 90deg Elbow 40 ea 4" IPS DR11 Butt Fusion Tee 8 ea 4" IPS DR11 Butt Fusion Ball Valve 8 ea 1.25" Brass Check Valve 8 ea 1.25" Curb stop valve with 6ft. Rod 8 ea 36"diameter N-12 Dual Wall Corrugated HDPE Pipe 20' stick 8 ea 18" diameter N-12 Dual Wall Corrugated HDPE Pipe 20' stick 16 ea 34"Wx53"Lx12"H Septic Infiltrator 8 ea 1.25" Deep Set PVC Sched 120 male threaded drop pipe 20' stick 160 ea 1.25" SS 304 Drop Pipe Coupling 88 ea PVC Spool Pitless to fit 5" dia SDR17 PVC Well Casing 8 ea 3"LX1.25"dia. Brass Nipple 8 ea 16' Long Metal Pipe Gate 8 ea 2-7/8" dia drill stem steel pipe 30'stick 56 ea 2-3/8" dia drill stem steel pipe 20' stick 160 ea 1" dia. Sch 40 PVC conduit 10' stick 160 ea 1" dia. Sch. 40 PVC conduit elbow 32 ea 1" dia. Sch. 40 PV C conduit expansion coupling 64 ea 24"X24"X12"deep weather tight outdoor Electrical Enclosure Box 8 ea Aluminum Turtle Cap to fit a 5" SDR17 PVC well casing 8 ea Capable Solar Pumping System as described in specification 8 ea

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B. Location: All materials shall be shipped to the Bureau of Land

Management’s Rock Springs Field Office, 280 US-191, Rock Springs, WY 82901.

1.2 REFERENCES:

A. Referenced Specifications/Standards with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. Copies of the referenced specifications/standards referred to herein may be procured by the Contractor, from the following:

ANSI American National Standards Institute 11 W 42nd St.

New York, NY 10036

CFR Code of Federal Regulations (Available from the

Government Printing Office) N. Capitol St. between G and H St., NW Washington, DC 20402

FS Federal Standard General Services Administration

Specifications Branch Room 6039, GSA Building 7th and D Streets, S.W.

Washington, DC 20407

GSA General Services Administration

F St. and 18th St., NW Washington, DC 20405

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OSHA Occupational Safety and Health Administration

US Department of Labor 200 Constitution Ave., NW Washington DC 20210

OSHA 2207-91 Construction Industry

1.3 SUBMITTALS:

See Section 01009, Part 1.6 – Sequencing and Scheduling.

See Section 02828, Part 1.2 – Submittals.

1.4 DELIVERY, STORAGE, AND HANDLING:

A. Delivery: The Contractor shall protect all products from damage while in transit to the site and during delivery on site.

1.5 QUALITY ASSURANCE:

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference with the same force and effect as when they were given in full text.

1.6 SEQUENCING AND SCHEDULING:

A. Work Schedule: The materials must be delivered Monday through Friday, between 7:00AM and 4:00PM, before the date of 07/31/2025. The Contracting Officer’s Representative must be notified 48 hours in advance when material will arrive at the Rock Springs Field Office.

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PART 2: PRODUCTS

A. See Section 02828 – Materials.

PART 3: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT:

A. Units: All materials will be paid as one Lump Sum (LS).

4.2 BASIS OF PAYMENT:

A. Payment: Payment will be made as one LS payment after all the materials are delivered to the specified location.

END OF SECTION 01009

SECTION 02828

MATERIALS

NLBC Materials Purchase MATERIALS

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PART 1: GENERAL

1.1 SUMMARY:

A. Section Includes: Supply and ship all the following materials:

Description Estimated Quantity Unit 12'diameterX 24" deep (min) Rubber Tire Troughs 16 ea 1.25" PE4710 SDR11 HDPE pipe 20' Straight Length sticks 80 ea 1.25" PE4710 SDR11 HDPE pipe 500' roll 16 ea 1.25" IPS DR11 Butt Fusion Tee 8 ea 1.25" IPS DR11 Butt Fusion 90deg Elbow 24 ea 1.25" IPS DR11 Butt Fusion male stainless steel Threaded Transition 24 ea 4" IPS SDR11 PE4710 Black HDPE pipe 20' Straight Length sticks 80 ea 4" IPS DR11 Butt Fusion 90deg Elbow 40 ea 4" IPS DR11 Butt Fusion Tee 8 ea 4" IPS DR11 Butt Fusion Ball Valve 8 ea 1.25" Brass Check Valve 8 ea 1.25" Curb stop valve with 6ft. Rod 8 ea 36"diameter N-12 Dual Wall Corrugated HDPE Pipe 20' stick 8 ea 18" diameter N-12 Dual Wall Corrugated HDPE Pipe 20' stick 16 ea 34"Wx53"Lx12"H Septic Infiltrator 8 ea 1.25" Deep Set PVC Sched 120 male threaded drop pipe 20' stick 160 ea 1.25" SS 304 Drop Pipe Coupling 88 ea PVC Spool Pitless to fit 5" dia SDR17 PVC Well Casing 8 ea 3"LX1.25"dia. Brass Nipple 8 ea 16' Long Metal Pipe Gate 8 ea 2-7/8" dia drill stem steel pipe 30'stick 56 ea 2-3/8" dia drill stem steel pipe 20' stick 160 ea 1" dia. Sch 40 PVC conduit 10' stick 160 ea 1" dia. Sch. 40 PVC conduit elbow 32 ea 1" dia. Sch. 40 PV C conduit expansion coupling 64 ea 24"X24"X12"deep weather tight outdoor Electrical Enclosure Box 8 ea

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B. Related Sections:

Section 01009 – General Information and Requirements

1.2 SUBMITTALS:

A. General: Submittals shall be according to Section 01009 - General Information and Requirements.

B. A written submittal for all materials to be provided shall be submitted for approval to the Contracting Officer’s Representative (COR) prior to shipping any item. The government has the right to disapprove any item submitted.

Submittals shall be emailed to the COR after award of contract:

COR:TBD

mailto:askordas@blm.gov

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PART 2: PRODUCTS

2.1 MATERIAL REQUIREMENTS: Provide all materials on the following list:

Description Estimated Quantity Unit 12'diameterX 24" deep (min) Rubber Tire Troughs 16 ea 1.25" PE4710 SDR11 HDPE pipe 20' Straight Length sticks 80 ea 1.25" PE4710 SDR11 HDPE pipe 500' roll 16 ea 1.25" IPS DR11 Butt Fusion Tee 8 ea 1.25" IPS DR11 Butt Fusion 90deg Elbow 24 ea 1.25" IPS DR11 Butt Fusion male stainless steel Threaded Transition 24 ea 4" IPS SDR11 PE4710 Black HDPE pipe 20' Straight Length sticks 80 ea 4" IPS DR11 Butt Fusion 90deg Elbow 40 ea 4" IPS DR11 Butt Fusion Tee 8 ea 4" IPS DR11 Butt Fusion Ball Valve 8 ea 1.25" Brass Check Valve 8 ea 1.25" Curb stop valve with 6ft. Rod 8 ea 36"diameter N-12 Dual Wall Corrugated HDPE Pipe 20' stick 8 ea 18" diameter N-12 Dual Wall Corrugated HDPE Pipe 20' stick 16 ea 34"Wx53"Lx12"H Septic Infiltrator 8 ea 1.25" Deep Set PVC Sched 120 male threaded drop pipe 20' stick 160 ea 1.25" SS 304 Drop Pipe Coupling 88 ea PVC Spool Pitless to fit 5" dia SDR17 PVC Well Casing 8 ea 3"LX1.25"dia. Brass Nipple 8 ea 16' Long Metal Pipe Gate 8 ea 2-7/8" dia drill stem steel pipe 30'stick 56 ea 2-3/8" dia drill stem steel pipe 20' stick 160 ea 1" dia. Sch 40 PVC conduit 10' stick 160 ea 1" dia. Sch. 40 PVC conduit elbow 32 ea 1" dia. Sch. 40 PV C conduit expansion coupling 64 ea 24"X24"X12"deep weather tight outdoor Electrical Enclosure Box 8 ea

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A. Solar Pumping System Requirements:

There will be a total of eight (8) solar pumping system packages to be provided under this contract. Solar pumping system packages shall be created using the following criteria.

Well Total Depth Est Static WL Est Pumping WL Pump set depth

CHIMNEY BUTTE #2 560 170 270 370

CALPET PIT #1 750 100 200 300

RADIO TOWER RES. 500 110 210 310

CALPET PIT #5 600 320 400 400

CALPET PIT #2 450 150 250 350

CALPET PIT #4 480 250 350 400

CALPET PIT #3 550 320 400 400

WHITE FLAT PIT 480 250 350 400

The pumping systems must be capable of pumping 10 gallons per minute (GPM), minimum from a depth of 390 feet and produce a minimum of 3600 gallons per day (GPD). The pumping system shall consist of the following:

Solar Powered Pump:

• Capable of 10 GPM (minimum) with a total dynamic head (TDH) of

390 feet (minimum). In example, Grundfos 11SQF-2 or equivalent

Solar Array:

• Capable of producing 3600 GPD from April 1 through October 31

• Recommend 1200-1400 watts, but is pump dependent.

• Array configuration must be compatible with pump provided

(max/min watts, amps, volts)

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• Minimum warranty – 5 years on materials, 10 year power performance – maximum 1% loss per year

• -40 to 85 degrees C operating temperature

• 7000 Pa dynamic load, minimum

• Tempered, anti reflective glass front

Pole Top Rack for the Solar Array:

• Recommended – Powerfab, Solarrackworks

• Adjustable vertical angle, at a minimum, from 30, 45, and 60 degrees.

• Built to withstand 130 MPH winds

• Weather resistant paint (urethane enamel), galvanized, or other BLM

Contracting Officer’s Representative approved finish

• Stainless steel mounting hardware

• Mount on 6” steel pipe (Schedule 40)

• Array to be mounted oriented to true south (adjusted for declination)

• Pole to be long enough so that lowest point of array at maximum vertical angle is 4’ above ground level, minimum and high enough to be above the influence of any shading. And, to accommodate 4’ burial length. Generally a 10 foot pole is adequate, but this will be a function of the array size and rack orientation.

• Stainless Steel bird spikes to reduce bird perching – recommend Nixalite Premium

Controls:

• Weather tight array disconnect switch (fused).

• Controller capable of interfacing for single phase AC generator backup

• Controller capable of interfacing float and/or pressure water level control

• Generator interface

• Pump dry run protection

• Lightning Arrestor

• Float Switch – recommend Square D

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• Flow rate control to prevent exceeding available drawdown – mechanical i.e. Dole Valve, or VFD

Pump Drop Wire:

• Sized for pump & add about 25’ to get from well to controller

All down hole components must be NSF drinking water Certified.

B. Rubber Tire Troughs:

Rubber tire troughs must have an approximate diameter of 12 feet and a depth of 24 inches. Rubber tire troughs should be very similar to those in Figure 1.

Figure 1. Example of rubber tire trough.

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PART 3: MEASUREMENT AND PAYMENT

3.1 METHOD OF MEASUREMENT:

A. Units: Work described in this section will not be measured for payment.

END OF SECTION 02828