140R4024Q0039_Attachment__1_-_SOO_3.pdf

Navajo-Gallup Water Supply Project San Juan Lateral – River Intake Temporary Pumping System Solicitation No.

Statement of Objectives

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SECTION C – STATEMENT OF OBJECTIVES

SAN JUAN LATERAL – RIVER INTAKE TEMPORARY PUMPING SYSTEM

NAVAJO-GALLUP WATER SUPPLY PROJECT – NEW MEXICO

SECTION 1 – PROGRAM OBJECTIVES

1.1 General

The objective for the San Juan Lateral – River Intake Temporary Pumping System project is to perform the work necessary to provide temporary pumping system to convey water from the San

Juan River to the Frank Chee Willetto Reservoir. The Contractor shall furnish materials, equipment, supplies, services, personnel, permits, and other resources necessary to perform the work. Close coordination with Bureau of Reclamation (Reclamation) is required to ensure minimal disruption to Navajo-Gallup Water Supply Project (NGWSP) operations.

1.2 Location

The work is located at the River Pumping Plant on the San Juan River, approximately 11 miles west of Farmington, New Mexico in San Juan County. The site is located on Government property. The proposed pump intake, piping and pumping system area is located on the north bank of the river upstream of existing diversion dam and the temporary pipeline tie-in location is at the existing River Pumping Plant raw water flow meter vault into the existing 42-inch diameter pipeline to Frank Chee Willetto Reservoir. See 1695-D-60260.

1.3 Background

The existing River Pumping Plant is inoperable and in need of replacement. To ensure minimal disruption to Reclamation’s water supply obligations, a temporary pumping system is needed to convey raw water 4.8 miles from the San Juan River through the existing 42-inch diameter

Reach 1 pipeline to the Frank Chee Willetto Reservoir.

1.4 Scope

1. Design, furnish and install the following in accordance with Federal, State, and local requirements:

a. Complete temporary pumping system.

b. The temporary pumping system will draw water from the River intake structure located upstream of the diversion dam and diversion bulk head gates and convey

C - 2 pumped water through a temporary piping system to the tie-in point located behind the existing pumping plant at the meter vault on the existing 42-inch pipeline which conveys water to Frank Chee Willetto Reservoir. Refer to Section 4. The intake structure is protected from large debris in the river by means of a steel trashrack. The intake channel gates will be closed during temporary pumping operations. The unvegetated area between the San Juan River and intake channel is planned for placement of the pumping units, piping, and the large-capacity diesel storage tank.

The pumping units shall be located as close to the River intake structure as possible.

c. Temporary Pumping Units. Pumps and diesel motors mounted to a towable platform designed with an auxiliary fuel tank and local controls to pump water from the River

Intake Structure to Frank Chee Willetto Reservoir.

d. Temporary piping system from River intake structure to the 42-inch pipeline tie-in point, to include but not limited to, isolation valves for each pump and at meter vault connection, flow meters on each pump, check valves on each pump, and air/vacuum valves. See drawing 1695-D-60262.

e. Dewatering of flow meter vault for access and installation of the Temporary Pumping

System pipe connection. Contractor is responsible for all required discharge permits.

f. Ventilation of flow meter vault for access in compliance with Occupational Safety and Health Administration Standards (OSHA) and Reclamation Safety and Health

Standards (RSHS).

g. Large-capacity diesel fuel storage and containment. Provide enough diesel fuel, included diesel exhaust fluid if required, storage for pump operation 24-hours per day, 7-days per week. Fuel Containment shall meet the requirements of Section 2.3.6.

Fuel Containment.

h. Electrical system per NFPA 70 (National Electrical Code).

i. Noise suppression system.

j. Consider environmental conditions for all seasons. Including protection for above ground piping and piloting on valves.

k. Laydown area/long term storage for maintenance as shown on drawings. Contractor responsible for security of storage.

l. Mount local controls, alarms, and instrumentation to the pump and motor trailer.

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2. Maintain and operate pumping system for commissioning. Repair and/or replace equipment, as needed. After completion of successful commissioning, Reclamation will operate temporary pumping system and perform routine fuel transfers from large-capacity fuel storage to auxiliary fuel tanks at pumping units.

3. Provide diesel fuel, diesel exhaust fluid, and refueling of large-capacity fuel storage deliveries during commissioning period and pump operations. Refer to following table for estimated operating periods. These periods may change depending on Reclamations’ water needs.

Table 1 - Temporary Pumping System Estimated Operating Periods

Dates Duration Notes

Installation to February 28, 2025 24 hours/day, 7 days/week Pumps operational

March 1, 2025 to July 31, 2025 24 hours/day, 7 days/week Pumps operational

August 1, 2025 to December 31, 2025 NA Pumps not operational, maintenance only

January 1, 2026 to May 31, 2026 NA Pumps not operational, maintenance only

June 1, 2026 to December 31, 2026 12 hours/day, 7 days/week Pumps operational

4. Provide maintenance support during period of operation as required by manufacturer’s recommendations.

5. Additional Services: Contractor shall respond within 24 hours after Government notification of equipment failure or operational issue, with a plan to address issue. Plan shall include a cost estimate and schedule for the repairs.

6. Provide weekly maintenance, repair and cleaning of pump intake screens.

7. Provide onsite training on basic O&M to a maximum of 4 persons, after commissioning.

SECTION 2 – CONTRACT OBJECTIVES

2.1 Design

Design the temporary pumping system in accordance with the following performance criteria, design constraints, and Federal, State, and local requirements, including drawings, design documents, permitting, reporting, and locating utilities.

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2.1.1 Performance Criteria:

1. Pumping Capacity: 3,600 gallons-per-minute (gpm) at rated head conditions. Meet pumping capacity with a minimum of two pumps operating in parallel configuration.

2. Pump Rated Total Dynamic Head (TDH):

a. Estimated TDH range at 3,600 gpm: 235- to 250-feet.

b. Provide detailed TDH calculations from River intake to Frank Chee Willetto

Reservoir.

c. Estimated Static Head (elevation difference between River Intake water surface elevation and highest point in 42-inch pipeline): 193-feet

d. Existing 42-Inch Pipeline: (see drawing 42-inch Pipeline River to Reservoir)

i. Diameter: 42-inch (42.3-inches internal diameter)

ii. Length: approximately 24,963-feet.

iii. Material: Ductile Iron, Cement-mortar Lined

e. River Intake Structure. (see drawing River Intake Structure)

i. Floor elevation: 5,076.0-feet.

ii. Elevation of land between the diversion canal and the River: approximately

5,091.0-feet.

iii. Minimum expected water surface elevation: 5,086.04-feet.

3. Quantity of Primary Pumping Units (pump and motor): 2 (minimum)

4. Motor Type: Diesel.

5. Auxiliary Fuel Tank: Mounted on pump and motor trailer with capacity to operate motors at full capacity for 24-hours.

6. Pump and Motor Trailer: Towable meeting New Mexico Department of Transportation requirements. All pumping equipment (pump, motor, fuel tank, control panel, etc.) mounted to the trailer.

7. Pump Suction Screen:

a. Each pump shall be equipped with a separate pump suction screen.

b. Pump suction screens sized appropriately considering 50-percent blockage.

c. Cylindrical shaped frame with screen located in River intake structure attached to each pump suction line. Top and bottom covers of frame to be solid with mesh sides.

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d. Center diffuser suction tube located within the suction screen, attached to the pump suction line, and spanning between the top and bottom covers with holes distributed along the pipe axes. Designed to achieve uniform flow across the strainer.

e. Mesh: 0.09375-inch (3/32-inch) openings maximum.

f. Through Screen Velocity: 0.40 feet-per-second (maximum).

g. Material: Stainless steel.

h. Remove sediment from screen. Pull pump/screens out of the sump for visual inspection every 8 hours for the first week. Then weekly, or as needed as approved by the COR (Contracting Officer’s Representative).

i. Refer to Figure 1 as an example of sediment screen:

Figure 1 – Pump Suction Screen

8. Temporary Piping and Valves: Maximum velocity of 10 feet-per-second.

9. Operations: Pump and motor must be suitable for continuous operation, 24-hours per day, 7 days per week.

10. Flow meter: Propeller flow meter, non-powered. Include mechanical register with instantaneous flowrate indication and totalizer.

11. Instrumentation and controls: Mounted on pump and motor trailer containing alarms, controls, and instrumentation (local).

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2.1.2 Design Constraints

1. Due to a lack of surge protection on the existing 42-inch Reach 1 pipeline, the maximum flow rate is limited to approximately 3,600 gpm.

2. Electrical power is currently not available.

3. Provide equipment with efficient noise-suppression devices and employ other noise abatement measures such as enclosures and barriers as necessary for compliance with the following noise limits.

a. Measure noise levels 100 ft from the pumping unit.

b. Do not exceed levels of 85 dBA.

2.1.3 Additional Site Considerations

During work under this contract and the post-installation operating period, other work may be performed in the vicinity of the work by Government or other contractors.

Cooperate and coordinate with Government and other contractors on access to and use of work areas and contractor use areas. Do not interfere with work of other contractors or Government in vicinity of work.

Reclamation is in the process of obtaining required operational permits from New Mexico

Environmental Department (NMED)/ Environmental Protection Agency (EPA). Permits will be issued by September 30, 2024. If permit requirements are not covered in this SOO, Contractor shall submit a request for equitable adjustment for consideration by the Contracting Officer

(CO).

Drain water from Reach 1 pipe into the sluicing channel. Dam both ends of sluicing channel with super sacs, or other approved method, before draining water. At the end of each non-pumping period listed in Table 1 - Temporary Pumping System Estimated Operating Periods, pump water from sluicing channel through the Reach 1 Pipeline to the Frank Willetto Reservoir.

Coordinate with Government on discharge piping provisions to accommodate activities associated with construction of San Juan Lateral Reach 1 Intake and River Pumping Plant project.

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2.1.4 Design Package Submittal:

1. Design narrative describing temporary pumping system, operating conditions and constraints.

2. Detailed Calculations stamped by a Registered Professional Engineer:

a. Temporary Pipeline

b. Pump TDH requirements and Net Positive Suction Head available

c. Motor Sizing

d. Pump Suction Screen flow distribution and velocities

e. Diesel motor fuel consumption

f. Large-capacity fuel storage and containment

3. Design and As-Built Drawings stamped by a Registered Professional Engineer:

a. Temporary pumping system layout

b. Temporary Pipeline, including 42-inch pipeline connection detail.

c. Pump Suction Screen

d. Pump and Motor Trailer

4. Approval Documents:

a. Manufacturer’s datasheets for pumps, motors, valves, flow meters, large-capacity fuel storage, and other pieces of major equipment.

b. Pump Performance Curves

c. Spill Prevention, Control, and Countermeasure Plan (SPCC)

d. Commissioning Plan

e. Contractor Field Quality Testing Plan

f. Contractor Delivery and Refueling Plan

g. Contractor Maintenance Plan

5. Shop Drawings for pumping system, piping system, and any products requiring a P.E. stamp.

6. Product Certifications for materials incorporated into work.

7. Operations and Maintenance Manual.

2.2 Materials

Transport, handle, and store products in accordance with manufacturer’s instructions. Protect materials from adverse effects of moisture, sunlight, ultraviolet light, or weather during storage at jobsite. Remove and replace damaged items with new items. Store curing compounds, C - 8 sealants, adhesives, paints, coatings, sealers, joint compounds, grouts, and similar products at temperature and environmental conditions recommended by manufacturer.

Use liberal factors of safety and adequate shock-absorbing features in designs, especially for parts subjected to variable stress or shock, including alternating or vibrating stress or shock.

Include provisions which prevent components from loosening for shock-absorbing features and parts subject to vibration.

2.3 Installation

Do not change designs without approval of the CO after drawings, documentation, and technical data have been approved.

Temporary utilities (e.g., electricity, water, telephone, sanitary facilities, and similar) not available from Government. Furnish generators and other electrical equipment and facilities required for obtaining and distributing power to points of use during installation and for operation of the temporary pumping system.

2.3.1 Site Preparation

1. Determine location of existing utilities before commencing work. The Contractor shall be responsible for damages and costs resulting from or associated with its failure to locate and protect utilities.

2. Temporary fence for protection.

2.3.2 Pumping Units:

1. Pump, motor, and suction screens shall meet Performance Criteria.

2. The existing intake structure is currently filled with sediment. Prior to installation of the pumping unit intake, remove sediment from the intake structure using hydro-vacs to limit discharges to river. Dispose of offsite in accordance with applicable Federal, State and Local regulations. Estimated volume of sediment to remove and dispose of is 28 cubic-yards, comprised of sands, small rocks, and miscellaneous debris.

2.3.3 Piping System

1. From River Intake structure to 42-inch pipeline tie-in at meter vault. (See 1695-D-60262)

2. Piping:

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a. Design steel piping and appurtenances in accordance with AWWA M11.

b. Design HDPE piping and appurtenances in accordance with AWWA M55.

c. Design PVC piping and appurtenances in accordance with AWWA M23.

d. Pipe shall be designed, manufactured, and tested in accordance with applicable industry standards.

e. Exposed outdoor piping shall be resistant to ultraviolet radiation.

3. Pipe supports and couplings:

a. Design the temporary piping system to include thrust blocks and pipe supports to prevent deflection and deformation.

b. Provide flexible connectors and/or couplings as necessary to allow for expansion, contraction, and/or differential settlement as necessary.

c. Design, size, and space supporting devices and thrust restraints to maintain piping, appurtenances, and equipment in proper position and alignment under operating and testing conditions.

4. Valves:

a. Provide isolation valves at pumping units.

b. Provide isolation valve near the tie-in at the flow meter vault to facilitate maintenance on the temporary piping system.

c. Provide air valves in accordance with AWWA M51. Provide isolation valves on air valve branch piping to facilitate maintenance.

d. Provide check valves or backflow prevention devices to prevent backflow through the pumping units.

e. Valves shall be designed, manufactured, and tested in accordance with applicable industry standards.

5. Pump Suction Screens:

a. Provide individual pump suction screens in River Intake structure and space to allow equally distributed flows.

b. Placement of suction pipe screen to mitigate intake vortex with adequate submergence.

6. Provide propeller flow meters on each pump discharge with mechanical register with instantaneous flowrate indication and flow totalizer.

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7. Provide valve insulation jackets for air valves and associated piping to prevent freezing.

8. Piping, valves, fittings, flowmeters, and appurtenances: Rated for the maximum system pressure and suitable for the anticipated flow velocities.

9. Welding (shop and field) shall be in accordance with American Welding Society (AWS)

D1.1 or American Society of Mechanical Engineers Boiler Plate Vessel Code (ASME

BPVC).

2.3.4 Connections

1. Connect the temporary pumping system to the existing 42-inch diameter ductile iron pipeline.

2. The connection shall be made at a 36-inch diameter flanged connection in the existing meter vault (See Figure 2 below for more detail).

3. Remove and store the existing flowmeter, dismantling joint, and other existing equipment located in the vault as necessary.

4. The existing meter vault is currently filled with water.

a. Remove water from the vault. Perform work in accordance with OSHA and RSHS.

Figure 2 – Existing Meter Vault

2.3.5 Contractor Field Quality Testing

1. Ensure proper valve operation by cycling valves open and closed three times.

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2. Pressure test temporary piping system to rated system pressure and check for leaks. Repair leaks as necessary.

3. Test field welds in accordance with applicable welding standards.

2.3.6 Fuel Containment

1. Spill Prevention, Control, and Countermeasure (SPCC) Plan is required in accordance with

40 CFR Part 112 where onsite oil storage capacity is over 1,320 gallons. Provide spill protection for pump motors as well. When required, SPCC Plan shall be reviewed and certified by a registered professional engineer in accordance with 40 CFR Part 112, as required by Section 311 of the Clean Water Act (Public Law 92-500 as amended).

2. Fuels, lubricants, hydraulic fluids, and other petrochemicals shall be stored and dispensed outside the 100-year floodplain in an approved staging area. Equipment shall be inspected daily for petrochemical leaks. Equipment shall be parked, stored and serviced only at approved staging area, outside of the 100-year floodplain.

3. An oil spill response plan shall be prepared for areas of work where spilled contaminants could flow into water bodies. All employees and workers, including those under separate contract, will be briefed and made familiar with this plan. The plan shall be developed prior to the initiation of installation. Oil spill response kit, which includes appropriate-sized spill blankets, shall be easily accessible and on-site.

4. On-site supervisors and equipment operators shall be trained and knowledgeable in the use of spill containment equipment.

5. The COR as well as appropriate Federal and State authorities shall be immediately notified in the event of any contaminant spill.

2.3.7 Commissioning

1. Provide commissioning of the complete pumping system demonstrating functionality of pumps, piping, valves, flow meters, control devices, power systems, etc. Government

Acceptance is achieved once the complete pumping system is fully functional and operational with no outstanding issues or concerns. Government representative will be present for portions of Commissioning.

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2. Commissioning shall be 30 consecutive calendar days (720 hours) after Government

Acceptance of system. Operation shall be 24-hours, 7 days per week with no significant interruptions. Significant interruption is defined by flows less than 3,000 gpm for a cumulative period of 8 hours, at which the commissioning restarts at zero (0) hours.

Contractor shall be present, a minimum of 2 hours/calendar day during commissioning period.

3. Contractor shall clean screens every 8-hours. Adjust cleaning frequency based on debris build-up on screens.

2.3.8 Operations and Maintenance (O&M) Period

1. Operations and Maintenance Period as defined in the Bid Schedule.

2. Contractor shall provide fuel, fuel delivery, and pumping system maintenance, repair, and replacement as needed. Maintenance to include, but not limited to, cleaning of pump intake screens, motor oil changes, and general maintenance of pumping and piping systems.

3. Government to provide labor to transfer fuel from on-site fuel storage to pumping unit fuel tanks.

2.3.9 Project Record Documents

1. O&M Manuals

2. Commissioning Plan

3. Test Reports

4. Maintenance Plan during period of operation

5. Refueling Plan during period of operation

6. Narrative Installation Report

7. Maintain two (2) sets of full-size (22 inches by 34 inches) sets of printed contract drawings marked to show accurate and complete records of as-built conditions, including For

Information Only drawings. Keep drawings at the jobsite, and mark as-built drawings to document work or services performed for progress payments. Mark drawings in the following colors: red = additions, green = deletions, blue = notations necessary for explanation of markings. Indicate changes by clouding. The CO will retain from progress payments if project drawings are not updated. Upon completion of work, submit signed

C - 13 marked as-built drawings as certification they are up to date and accurate in the description of work.

8. Provide contract and design drawings in Autodesk AutoCAD (.dwg) 2018 or later format and

Adobe Acrobat (.pdf) format. Deliverables shall be “eTransmit” from with the Civil 3D application to package .dwg files with all resource files and dependencies including fonts, external references, and images. Deliverables shall include changes as marked on as-built drawings.

2.4 Quality Control

1. Perform the work in accordance with the design.

2. Provide material and supplies that meet or exceed standard industry practices.

3. Perform the work in accordance with Reclamation Safety and Health Standards (RSHS), available at Safety | Bureau of Reclamation (usbr.gov) , OSHA and applicable safety standards with the most stringent standard being applicable.

4. Maintain an adequate quality system in accordance with contract requirements.

5. Minimum work crew shall consist of no less than two (2) people unless approved by the CO or COR.

6. Keep work and storage areas free from accumulations of waste materials and rubbish.

7. Non-compliance with the contract or approved design will result in required work being re-performed to meet the contract requirements and approved design without additional expense to the Government. The Government may use any method of inspection necessary to ensure

Contractor conformance to the contract requirements.

8. Submit a Narrative Installation Report in accordance with Table 3 - List of Submittals that documents daily activity, weather, hours onsite, staff and equipment onsite, and test results.

SECTION 3 – MANAGEMENT OBJECTIVES

3.1 Schedule

Work may be performed Monday through Friday between 7:00 am to 7:00 pm local time excluding Government holidays. COR may approve work outside these hours, if needed to meet requirements of the contract. Once mobilized to the site, the Contractor shall not demobilize until work has been completed.

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Provide a practicable schedule showing the order in which work shall be performed and the dates on which the Contractor contemplates starting and completing the salient features of the work

(including acquiring materials, plant, and equipment). The schedule shall be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion by any given date during the period.

3.2 Site Access

Protect work, existing facilities and Government's operations from unauthorized entry, theft, and vandalism. Provide a valid driver’s license for each employee requiring site access. Provide a list of all vehicles including a description and license plate number for all vehicles requiring site access. Provide a list of major equipment that will be used onsite. Coordinate site access requirements with the COR.

3.3 Performance

The COR will document acceptable and unacceptable contract performance. When the

Contractor's performance is found unsatisfactory, the COR will report the information to the CO and no work will proceed on the unacceptable work until an acceptable resolution is found. The

CO may require the Contractor to explain, in writing, the cause of the poor performance, any corrective actions the Contractor has already taken to obtain an acceptable level of performance, and any future corrective actions the Contractor will utilize to prevent unacceptable performance.

Unacceptable performance may result in contract termination.

The Contractor shall meet with the COR at least weekly during the design, installation and commissioning of system. Contractor shall meet monthly with COR after installation of the system. The time and location will be mutually agreed upon. The Government reserves the right to change the frequency of the meetings depending upon the quality of service provided by the

Contractor.

The Contractor shall be responsible for temporary protection, removal, and reinstallation at the same location of facilities affected by its work. Repair, at Contractor's expense, damage to existing installations due to Contractor's operations or Contractor's failure to provide proper protection. Remove protective installations after purpose has been served. Materials furnished by the Contractor to provide protection remain property of the Contractor.

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3.4 Risks

Hazardous conditions the Contractor may encounter may include, but are not limited to, work around moving water, low and high temperature extremes, high winds, and wildlife. It is the responsibility of the Contractor to anticipate the possibility of severe weather and to plan their work accordingly.

The Contractor shall provide the equipment, materials, and labor necessary to comply with applicable safety regulations and to ensure the safety of the job site at all times.

SECTION 4 – PHOTOS AND DRAWINGS

Photo 1: Intake location at San Juan River and Temporary Pumping System Location.

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Photo 2: Existing Flow Meter Pit – surface access.

Photo 3: Existing Flow Meter Pit – existing meter.

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Table 2 - List of Drawings

Sheet No. Drawing No. Title

General:

1 1695-D-60260 San Juan Lateral - Reach 1 – River Pumping Plant Temporary Pumping – Location Maps

2 1695-D-60262 San Juan Lateral - Reach 1 – River Pumping Plant Temporary Pumping– Site Plan

Information Drawings:

3 L-22078 P6-1 Yard Piping – River Water Pump Building

4-45 Installation Plans for PNM River Station Pipeline – As-Builts

Standard Drawing:

46 40-D-7102 Government Drawing Format – Drawing Border, Sample Title Block and Signature Lines

SECTION 5 – SUBMITTALS

Submittals from the Contractor are required during the term of the contract to ensure quality and safe work. Required submittals are as listed in Table 3 - List of Submittals.

Table 3 - List of Submittals CO = Contracting Officer, CE = Construction Engineer, RSN = Required Submittal Number, P.E. Stamp = Certification by Professional Engineer registered in United States (in 1 of the 50 States or District of Columbia)

RSN

Clause or

Section Title Submittals Required

Due date or delivery time

Respons ible

Code

No. of sets to be sent to:

CO CE TSC

1 Installation Practicable schedule Within 7 calendar days after receipt of Notice to Proceed

CE 1

elect.

elect.

elect.

2 Installation Updated schedule showing actual progress

Weekly during installation meeting with CE or as directed by the CO

CE 1

elect.

elect.

elect.

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Table 3 - List of Submittals CO = Contracting Officer, CE = Construction Engineer, RSN = Required Submittal Number, P.E. Stamp = Certification by Professional Engineer registered in United States (in 1 of the 50 States or District of Columbia)

RSN

Clause or

Section Title Submittals Required

Due date or delivery time

Respons ible

Code

No. of sets to be sent to:

CO CE TSC

3 Safety and

Health Safety Program At least 7 calendar days before work begins on jobsite

CE 0 1

elect.

4 Safety and Health

Monthly Accident Summary Report

First day of each month.

See paragraph

3.8 of RSHS.

CE 0 1

elect.

5 Safety and Health

Job Hazard Analysis (JHA) List

At least 30-calendar days before beginning onsite work

CE CE 1

elect.

6 Design Design Package

– Design Narrative

No later than 20 calendar days after

NTP

CE 0 1

elect.

elect.

7 Design Design Package

– Calculations

No later than 45 calendar days after

NTP

CE 0 1

elect.

elect.

8 Design Design Package

– Design Drawings, Temporary pumping system layout

No later than 60 calendar days after

NTP

CE 0 1

elect.

elect.

9 Design Design Package

– Design Drawings, Temporary pipeline

No later than 60 calendar days after

NTP

CE 0 1

elect.

elect.

10 Design Design Package

– Design Drawings, Pump Suction Screen

No later than 60 calendar days after

NTP

CE 0 1

elect.

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Table 3 - List of Submittals CO = Contracting Officer, CE = Construction Engineer, RSN = Required Submittal Number, P.E. Stamp = Certification by Professional Engineer registered in United States (in 1 of the 50 States or District of Columbia)

RSN

Clause or

Section Title Submittals Required

Due date or delivery time

Respons ible

Code

No. of sets to be sent to:

CO CE TSC

11 Design Design Package

– Design Drawings, Pump and Motor Trailer

No later than 90 calendar days after

NTP

CE 0 1

elect.

elect.

12 Design Design Package

– Approval Documents, Manufacturer’s datasheets for pumps, motors, valves, flow meters, large-capacity fuel storage, and other pieces of major equipment.

No later than 60 calendar days after

NTP

CE 0 1

elect.

elect.

13 Design Design Package

– Approval Documents, Pump Performance Curves

No later than 60 calendar days after

NTP

CE 0 1

elect.

elect.

14 Design Design Package

– Approval Documents, SPCC Plan

No later than 90 calendar days after

NTP

CE 0 1

elect.

elect.

15 Design Design Package

– Approval Documents, Commissioning Plan

No later than 90 calendar days after

NTP

CE 0 1

elect.

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Table 3 - List of Submittals CO = Contracting Officer, CE = Construction Engineer, RSN = Required Submittal Number, P.E. Stamp = Certification by Professional Engineer registered in United States (in 1 of the 50 States or District of Columbia)

RSN

Clause or

Section Title Submittals Required

Due date or delivery time

Respons ible

Code

No. of sets to be sent to:

CO CE TSC

16 Design Design Package

– Approval Documents, Contractor Field Quality Testing Plan

No later than 90 calendar days after

NTP

CE 0 1

elect.

elect.

17 Design Design Package

– Approval Documents, Contractor Delivery and Refueling Plan

No later than 45 calendar days prior to installation

CE 0 1

elect.

elect.

18 Design Design Package

– Approval Documents, Contractor Maintenance Plan

No later than 45 calendar days prior to installation

CE 0 1

elect.

elect.

19 Design Shop Drawings for pumping plant, piping system, and any products requiring a P.E.

stamp

No later than 45 calendar days prior to installation

CE 0 1

elect.

elect.

20 Design Product Certifications for materials incorporated into work

Before installation

CE 0 1

elect.

elect.

21 Design Design Package

- O&M Manuals

No later than 30 days calendar prior to installation

CE 0 1

paper + 1 elect.

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Table 3 - List of Submittals CO = Contracting Officer, CE = Construction Engineer, RSN = Required Submittal Number, P.E. Stamp = Certification by Professional Engineer registered in United States (in 1 of the 50 States or District of Columbia)

RSN

Clause or

Section Title Submittals Required

Due date or delivery time

Respons ible

Code

No. of sets to be sent to:

CO CE TSC

22 Installation Narrative

Installation Report

Before final invoice for installation will be accepted

CE 0 1

paper + 1 elect.

elect.

23 Installation As-Built Drawings

Before final invoice will be accepted

CE 0 1

paper + 1 elect.

elect.

24 Release of Claims

WBR

1452.204-70

Release of Claims

(DI-137)

against the Government

After completion of the work and prior to final payment

CO 1

hard-copy

0 0

Submittals shall be considered “shop drawings” showing in detail (1) the proposed fabrication and assembly of structural elements, and (2) the installation (i.e., fit, and attachment details) of materials or equipment. Shop drawings includes drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the contractor to explain in detail specific portions of the work required by the contract. The Government may duplicate, use, and disclose in any manner and for any purpose shop drawings delivered under this contract. Contractor shall coordinate all such drawings, and review them for accuracy, completeness, and compliance with contract requirements and shall indicate its approval thereon as evidence of such coordination and review. Any work done before such approval shall be at the Contractor’s risk. Approval by the CO shall not relieve the

Contractor from responsibility for any errors or omissions in such drawings, nor from responsibility for complying with the requirements of this contract, except with respect to variations described and approved in accordance with (f) of this clause. (f) If shop drawings show variations from the contract requirements, the Contractor shall describe such variations in writing, separate from the drawings, at the time of submission. If the CO approves any such

C - 22 variation, the CO shall issue an appropriate contract modification, except that, if the variation is minor or does not involve a change in price or in time of performance, a modification need not be issued.

The Contractor shall submit only checked submittals. Submittals without evidence of

Contractor's approval will be returned for resubmission. Submittals shall be prepared in English, be labeled with the contract number, contract title, and RSN, and shall use US customary measurement units.

Submittal product data shall mark manufacturer's data for commercial products or equipment, such as catalog cut sheets. Identify manufacturer's name, type, model, size, and characteristics.

Illustrate that product or equipment meets requirements of specifications. Mark items to be furnished in a manner that will photocopy (no highlighter). Strike through items that do not apply.

Submitted certifications by a registered professional shall be signed and sealed by registered professional. Submitted certifications by a manufacturer shall be signed by authorized representative of the manufacturer.

Electronic submittals shall be in portable document format (.pdf), shall be processed with optical character recognition, and shall comply with Section 508 of the Rehabilitation Act (29 U.S.C.

§ 794d).

Drawings prepared for this contract shall use the title block and sheet format as shown on

Standard Drawing 40-D-7102; the Government will provide the template electronically (as a

.dwg) and will provide the specific title block information to be used. Drawings shall be ANSI D size (22 inches by 34 inches). Drawings shall be drawn to scale using computer drafting in accordance with the National Institute of Building Sciences United States National CAD

Standard NCS-14 Version 6.

The Government’s submittal response letter will indicate whether submittal is approved, not approved, acceptable, not acceptable, or acknowledged receipt. Submittals returned by the

Government as either not approved or not acceptable shall be revised and resubmitted by the

Contractor.

C - 23

Resubmittal of submittals not approved shall include changes marked such that they are readily identifiable and show revision date. Resubmitted drawings shall include a revision block with date. Describe reasons for significant changes in transmittal letter. Resubmit returned submittals within seven (7) calendar days after receiving comments unless otherwise accepted by the CE.

Requirements for initial submittals apply to resubmittals. Resubmittals shall be complete submittals without reference to the original submittal.

Addresses for responsible codes receiving submittals in accordance with Table 4 - List of

Submittals:

Contracting Officer (CO) & Contract Specialist (CS): Bureau of Reclamation, Attn: UC-861

& UC-857, Bureau of Reclamation, Attn: UC-840, 125 South State St., Room 6107, Salt Lake

City, UT 84138-1147.

Construction Engineer (CE): Bureau of Reclamation, 1235 La Plata Hwy, Farmington, New

Mexico, 87401.

Technical Service Center: Bureau of Reclamation, Attn: 86-68160, P.O. Box 25007, Denver

CO 80225-0007; Express Mail: Sixth and Kipling, Building 67, Room 152.

Government will provide e-mail addresses for submittals identified with “electronic” in the “Sets to be sent” column with Notice of Award.

Government submittal review will require fourteen (14) calendar days for each submittal or resubmittal unless otherwise specified. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date. No time extension will be allowed if Contractor fails to make complete action submittals in sequence and within time periods specified.

END OF STATEMENT OF OBJECTIVES