DRAFT_Statement_of_Objectives_(SOO)_2.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 capacity 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 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. System Description. The temporary pumping system will draw water from the River intake structure located upstream of the diversion dam and diversion bulk head gates

C - 2 and convey 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. The intake structure is protected from large debris in the river by means of a steel trashrack. The diversion canal radial gates will be closed during temporary pumping operations. The unvegetated area between the San Juan River and diversion canal is planned for placement of the pumping units, piping, and the large-capacity diesel storage tank.

c. Temporary Pumping Units. Pumps and diesel motors mounted to a towable platform designed 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. Large-capacity diesel fuel storage, containment meeting SPCC requirements. Provide enough fuel for pump operation 24-hours per day, 7-days per week.

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

g. Noise suppression system.

h. Consider environmental conditions for all seasons. Including above ground piping and air/vac valves.

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

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

k. Dewatering of meter vault for access and installation of Temporary Pumping System pipe tie-in.

l. Ventilation of meter vault for access per OSHA and RSHS.

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 fuel transfer.

3. Provide diesel fuel and refuel deliveries during commissioning period and pump operations.

Provide Diesel Exhaust Fluid (DEF) additive per local, State and Federal requirements.

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

5. Contractor shall respond within 24 hours after Government notification of equipment failure or operational issue, with a plan to address issue. Work shall be covered under Additional

Work, if CO deems work outside of maintenance and includes unforeseen repair or replacement of components related to the operation of the temporary pumping system. Submit an estimate within 10 working days including cost details with markup, as well as the expected completion date of the work requested including material lead time. After approval of the cost estimate, shall proceed work the work and submit an invoice to Reclamation when the work is completed with all supporting documentation including receipts.

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.

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.

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: 220- to 235-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.

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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. Motor Fuel Tank: Mounted on pump and motor trailer with capacity to operate pumps 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. Pump suction screens sized appropriately considering 10-percent blockage.

b. 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.

c. 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.

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

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

f. Material: Stainless steel.

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: Manual, with total flow output located above ground near vault.

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

2.1.2 Design Constraints

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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-construction 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. Comply with clause at FAR 52.236-8, Other Contracts. 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 NMED/NEPA.

Permits will be issued by September 30, 2024. Comply with requirements of permits.

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.

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 and Net Positive Suction Head available

c. Motor Sizing

d. Pump Suction Screen flow distribution and velocities

e. Large-capacity fuel storage and containment

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

a. Temporary pumping system layout

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

c. Pump Suction Screen

d. Pump and Motor Trailer

4. Approval Documents:

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

b. Commissioning Plan

c. Contractor Field Quality Testing Plan

d. Contractor Delivery and Refueling Plan

e. Contractor Maintenance Plan

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

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

7. Product Certifications for materials incorporated into work.

8. 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, 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 Construction

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

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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. Use hydro-vacs to limit discharges to river. Dispose of sediment offsite in accordance with applicable Federal, State and Local regulations.

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:

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 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.

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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 Pipe 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 flow meters on each pump discharge line fed back to a totalizer.

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

8. All welding (shop and field) shall be in accordance with AWS D1.1 or 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 1 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.

b. Perform work in accordance with OSHA and RSHS.

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Figure 1: Existing Meter Vault

2.3.5 Contractor Field Quality Testing

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

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 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).

2.3.7 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 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/day during commissioning period.

2.3.8 Operations and Maintenance 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 Construction 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 in accordance with the clauses at FAR 52.232-27, Prompt Payment for Construction Contracts. 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 marked as-built drawings as certification they are up to date and accurate in the description of work.

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

Adobe Acrobat (.pdf) format on CD-ROM or DVD. 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 OSHA, RSHS and applicable safety standards, use the most stringent standard. Reclamation Safety and Health Standards (RSHS), available at

Safety | Bureau of Reclamation (usbr.gov)

4. Maintain an adequate quality system in accordance with FAR 52.246-12, Inspection of

Construction.

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

Contracting Officer (CO) or Contracting Officer Representative (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 Construction Report in accordance with Table 3 - List of Submittals that documents daily activity, weather, hours onsite, staff and equipment onsite, and test results. I

9. Submit a schedule in accordance FAR 52.236-15 “Schedules for Construction Contracts”

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, unless approved by COR. Once mobilized to the site, the

Contractor shall not demobilize until work has been completed.

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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 be required to meet with the COR at least weekly during the duration of the contract. 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.

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.

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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 Plant location.

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Photo 2: Existing Raw Meter Pit – surface access.

Photo 3: Existing Raw 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:

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

Construction Plans for PNM River Station Pipeline – As-Builts

Standard Drawing:

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.

Responsible codes starting with “86-6” are located in Technical Service Center.

Table 3 - List of Submittals CO = Contracting Officer, CE = Construction Engineer, TSC = Technical Service Center, elect. = electronic, 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 Schedules for

Construction Contracts

FAR 52.236-

Practicable schedule

Within 7 days after receipt of Notice to Proceed

CE 1

elect.

elect.

elect.

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Table 3 - List of Submittals CO = Contracting Officer, CE = Construction Engineer, TSC = Technical Service Center, elect. = electronic, 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

2 Schedules for

Construction Contracts

FAR 52.236-

Updated schedule showing actual progress

Weekly during meeting with CE or as directed by the CO

CE 1

elect.

elect.

elect.

3 Safety and Health

Safety Program At least 7 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-days before beginning onsite work

A CE 1

elect.

6 Design Design Package 86- 68470

0 1 elect.

elect.

7 Design SPCC Plan At least 7 days before work begins on jobsite

CE 0 1

elect.

elect.

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

stamp

Before installation

86- 68470

0 1 elect.

elect.

9 Construction Product Certifications for materials incorporated into work

Before installation

CE 0 1

elect.

elect.

10 Construction Commissioning Plan

Before operation

CE 0 1

elect.

elect.

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Table 3 - List of Submittals CO = Contracting Officer, CE = Construction Engineer, TSC = Technical Service Center, elect. = electronic, 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 Construction O&M Manuals Before final invoice will be accepted

CE 0 1

paper + 1 elect.

elect.

12 Construction Commissioning Plan

Before operation

13 Construction Narrative Construction Report

Before final invoice will be accepted

CE 0 1

paper + 1 elect.

elect.

14 Construction

WBR

1452.232-83

As-Built Drawings

Before final invoice will be accepted

CE 0 1

paper + 1 elect.

elect.

15 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” within the terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction. 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 transmittal letters shall include the following: contract number and title, RSN for each attached submittal, responsible code, number of sets for each RSN, and identification of each as an initial submittal or a resubmittal.

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

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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.

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) 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): Bureau of Reclamation, Attn: UC-840, 125 South State St., Room

6107, Salt Lake City, UT 84138-1147.

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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 seven (7) 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