Attachment_A_Statement_of_Work_(6_6_2023)_(1).docx

Blue Mesa Powerplant Standby Generator

STATEMENT OF WORK

PART 1 GENERAL REQUIREMENTS

1.01 THE REQUIREMENTS:

A. The Bureau of Reclamation has a requirement to procure and install a diesel driven engine-generator set to furnish standby power to all essential equipment at Blue Mesa Dam and Powerplant.

B. The engine-generator set shall be sized to deliver 500kW at 0.8 P.F., 480 Vac, three phase output at 60 hertz, after derating for the powerplant elevation of 7,190 feet.

C. The engine-generator shall comply with air quality emissions in the state of Colorado and be designed and equipped to comply with U.S. EPA Tier 2 requirements.

D. The engine-generator equipment shall include all controls necessary to automatically start, establish 60 Hertz, 480 Vac, 3-phase power when normal station service power is lost.

1. All keys and software access to allow the Bureau maintenance personnel to reprogram controllers and governor as needed shall be provided by the Contractor. All control software shall be considered open source for the purpose of onsite access. This privilege will not extend beyond use by Reclamation at this site.

2. Remote start capability and synchronizing capability, including the ability to automatically synchronize and connect to the existing powerplant station service, shall be required.

3. All auxiliary equipment required to maintain and operate the engine-generator.

E. A resistive load bank shall be provided for routine exercising of the engine-generator. The resistive load bank will be sized by the engine manufacturer to properly exercise the engine weekly for one hour. The recommended size of this resistive load bank will be included in the request for proposal.

F. The engine-generator shall be equipped with both voltage and frequency regulation capability that will operate automatically to stabilize both the 480 VAC output and the 60 hertz frequency when plant standby load equipment is in service.

G. The Contractor shall provide a concrete foundation as a unit base, as directed by the engine/generator manufacturer, and as specified in these documents. The Contractor shall place and secure the new engine-generator with housing and base tank on the provided foundation.

H. The Contractor shall place engine-generator and foundation as directed by the Contracting Officer’s Representative (COR).

I. The Contractor shall remove and dispose the existing engine-generator, transfer switch, and battery charger, and remove and dispose of the existing concrete pad below the existing diesel tank.

J. The portable existing engine-generator outside of the annex of the powerplant shall remain operational until the new engine-generator is tested and accepted as operational by the Government.

K. The existing engine-generator inside the annex of the powerplant shall become the property of the contractor upon removal from the site.

L. All damage by the Contractor during construction, to any feature or equipment at the powerplant, shall be repaired to existing condition, as approved by the Contracting Officer’s Representative (COR). Repairs shall include roads, walls fences, gates, equipment, and other items belonging to the Government.

M. The Contractor shall provide a portable outdoor restroom for the use of its employees while performing work at the powerplant. The restroom shall be located on the east side of the powerplant. Contractor’s employees and subcontractors shall be accompanied at all times by a Government inspector while inside the powerplant.

N. The Contractor shall provide and maintain a first aid station at the powerplant.

O. OPTION A. Reclamation has an existing standby engine-generator at Crystal Powerplant, downstream from Blue Mesa Powerplant. Reclamation would like an optional quotation for furnishing and delivering only, to Crystal Powerplant, an outdoor enclosure identical in function to the outdoor enclosure for the new Blue Mesa engine-generator.

1.02 GOVERNMENT FURNISHED EQUIPMENT:

A. The new engine-generator shall operate in conjunction with the Station Service Switchgear D1A. The Contracting Officer’s Representative will direct the Contractor regarding final terminations of all the cables installed into this existing equipment. The Station Service Switchgear D1A includes all controls necessary to automatically transfer from either normal power source to the standby engine-generator.

B. The Station Service Switchgear D1A controls will not transfer to the new engine-generator standby source until the startup of the engine-generator set is fully complete including power production at a stable frequency of 60 hertz and stable 480VAC 3-phase output.

C. Power and control conductors and conduits from the new engine-generator to the station service D1A shall be furnished and installed by the Contractor. The Contractor shall install and connect these new conductors and conduits to the generator breaker and station service.

D. The Contractor shall provide new conductors and conduit from the new engine-generator control panel to a terminal box in the powerplant control room at a location as determined by the Contracting Officer’s Representative (COR). Government forces will provide and connect cables from this terminal box to the plant control points including the existing powerplant sequence of events recorder.

E. The parking for up to four vehicles, in the parking lot east of the powerplant, will be available for use by Contractor personnel.

PART 2 DECRIPTION OF WORK

2.01 LOCATION:

A. The work shall be performed at Blue Mesa Powerplant. The plant is located on the Gunnison River between Gunnison, Colorado and Montrose, Colorado, 26 miles west of Gunnison, Colorado. It is at 7,190.00 feet above sea level. Reclamation drawing 622-D-41A shows a plan view of the powerplant, including the location of the new engine-generator. The principal components of work and materials and equipment required under this statement of work include the following:

2.02 DRAWINGS AND DATA:

B. Contractor shall provide all installation drawings and data, including the structural details for design of the concrete foundation for the equipment.

C. The installation drawings shall clearly indicate the equipment location, orientation on the concrete foundation and the necessary anchoring systems.

D. The Contractor shall furnish complete drawings of how the anchoring systems and the sub-base fuel tank shall be placed on the concrete foundation.

E. Drawings and data shall be submitted according to Table 1 – List of Required Submittals.

F. The Contractor shall furnish complete design drawings or shop drawings in the current version of AutoCAD for both the structural, civil, mechanical, and electrical installations of the new equipment. All drawing submittals shall be provided as AutoCAD computer files for drawings and Adobe PDF files for other data and instructions.

G. Electrical 3-Line, schematic, and wiring diagrams shall illustrate all wiring terminations and the controls necessary to accomplish the integrated operation of the engine-generator set and load bank.

H. Electrical control drawings shall clearly illustrate the integrated operation of all engine-generator equipment. Government forces will revise any existing powerplant drawings.

I. Contractor shall provide a final set of as-built drawings, instruction and maintenance manuals, and any other pertinent data, within 30 days of completion and successful commissioning of the engine-generator. As-built drawings will accurately show electrical power, controls, and mechanical equipment as finally installed.

2.03 ENGINE-GENERATOR WEATHER AND SOUND ENCLOSURE:

A. The Contractor shall furnish and install a weather and sound enclosure that is suitable for outdoor application to protect the equipment from exposure to the sun and the historical inclement weather at the powerplant.

B. Furnish and install a three-phase 480-volt space heater with thermostatic control for the enclosure. The Contractor shall install a 3-phase feeder circuit from the existing panelboard DHA (622-D-3694A) using appropriately sized XHHW-2 insulated copper conductors, installed in rigid steel conduit and fittings. Reclamation will provide the circuit breaker. This heating system will be used for plant personnel when performing maintenance on the engine-generator during the winter months.

C. Furnish and install a 480 Vac, 3-phase water jacket heater for maintaining adequate temperature of the engine block to facilitate normal starting with outside air temperatures down to -25 degrees Fahrenheit. The Contractor shall install a 3-phase feeder circuit from the existing panelboard DHA (622-D-3694A) using appropriately sized XHHW-2 insulated copper conductors, installed in rigid steel conduit and fittings. This water jacket heater will be sized to maintain the engine-generator block temperature sufficient to reliably start the engine-generator at temperatures down to -25˚ F, without the use of the personnel space heaters described in 2.03 B. above.

D. Furnish and install suitable 120 Vac LED lighting and switches and GFCI rated convenience duplex receptacles for inside the enclosure and at least one LED light at the main entrance to the enclosure. Outside light shall be operated from a photocell switch located on the enclosure pointing to the north. The Contractor shall provide at least two 120 Vac power circuits for the lights and convenience receptacles from existing circuit breakers at existing panelboard LHA (622-D-3694A) using appropriately sized XHHW-2 insulated copper conductors, installed in rigid steel conduit and fittings. Other equipment requiring 120 Vac shall be powered from additional circuit breakers. Reclamation will provide the circuit breakers.

E. Furnish and install a temperature sensor inside the engine-generator enclosure near the top, set to alarm at 120⁰F. Provide at least one form C contact rated 125 Vdc at 0.5 A for a remote alarm. Contact wiring shall terminate in the terminal box in the control room.

F. Furnish and install an enclosure and muffler system to limit external sound to 85dB maximum in standard open field test as measured in three locations around the engine-generator. Government forces will verify noise levels of the engine-generator, outside of the enclosure, during commissioning. The muffler exhaust system shall be designed such that the engine-generator exhaust doesn’t return to the powerplant access structure when the powerplant doors or windows or vents are open.

G. The enclosure shall be designed to allow all access necessary for maintenance of the engine generator set.

H. The Contractor shall provide aluminum removable steps with guard rails, if necessary, for safe and reasonable access to the engine-generator enclosure doors from the existing ground surface.

I. The base fuel tank shall be an integral part of the engine-generator enclosure and capable of containing at least 48 hours of fuel capacity at full rated load of the engine-generator.

J. The fuel tank shall be double walled for proper containment rating.

K. The tank shall include an inspection pipe plug mounted at the bottom of the outer tank for detecting leaks, and suitable methods of venting the fuel tank and outer containment tank, as well as for a means for filling the fuel tank.

L. The entire assembly of engine, generator, fuel tank, and enclosure shall be securely bolted to the concrete foundation sufficient to meet seismic ratings for the area around Blue Mesa Powerplant.

M. The outside of the enclosure shall be painted flat desert sand, and the inside of the enclosure shall be painted high gloss bright white – subject to COR approval.

2.04 GROUND MAT:

A. The Contractor shall excavate, furnish, and install a 4/0 bare copper ground loop around the engine-generator concrete foundation, approximately 2 feet below grade, according to the notes on drawing 622-D-41A, and the 2020 edition of the National Electrical Code.

2.05 COMPACTED MATERIAL BELOW CONCRETE FOUNDATION:

A. The Contractor shall provide information on materials to be placed underneath the concrete foundation, including type, depth, and compaction methods, to assure the concrete foundation for the engine-generator and enclosure will have a suitable and engineered support surface.

2.06 CAST-IN-PLACE CONCRETE FOUNDATION:

A. This work shall include formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for a slab-on-grade construction.

B. Concrete to be at least four inches above the surrounding earth, or at el. 7190.50, whichever is higher, to allow drainage off the concrete foundation and into the surrounding gravel.

C. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash, and other pozzolans, subject to compliance with requirements.

D. Design Mixtures: Submit field or laboratory test records used to document that proposed mixture will achieve the required average compressive strength and other specified requirements.

E. Submit list of ingredients used for the composition of design mixtures F. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

2.07 STEEL REINFORCEMENT:

1. Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, mechanical connections, tie spacing and supports for concrete reinforcement.

2. Before reinforcement is placed, clean reinforcement of heavy, flaky rust; loose mill scale; dirt; grease; or other foreign substances.

3. Place and secure reinforcement in position so that it will not be displaced during concrete placement.

2.08 FORMWORK:

1. Shop Drawings: Detailing fabrication, assembly, and support of formwork.

2. Use forms to shape concrete to required lines.

3. Coat forms with a releasing agent.

2.09 CONCRETE TESTING:

1. The contractor is required to engage a qualified independent testing agency to perform specific tests for project submittals if the concrete manufacturer is not qualified to run such tests.

2. Compressive Strength: At 28 days, minimum: 3,200 lb/in2. Test two core samples as per ASTM C 39/C 39M.

3. Percent air content at pour site as per ASTM C 231.

4. Testing of composite site samples of fresh concrete obtained according to ASTM C 172 shall be performed.

5. Nominal Coarse-Aggregate Size: 1-1/2 inches (38 mm)

6. Air Content: Provide total air content based on the nominal maximum size of aggregate: 5.5%

7. Slump: Not exceeding 5 inches when placed.

8. Concrete temperature as delivered shall not exceed 90⁰F, and shall not fall below 50⁰F.

B. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed.

C. Deposit and consolidate concrete for slab in a continuous operation, within limits of construction joints, until placement of slab or section is complete.

D. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures.

E. Bring exposed unformed surface to uniform surfaces and produce a reasonably smooth, wood-float or steel-trowel finish.

F. Cure concrete with water, curing compound, or polyethylene film.

1. Water cured: Keep concrete continuously moist for at least 14 days after being placed by sprinkling or spraying, or by other methods approved by the Government.

2. Curing compound application: USBR CM.

3. Polyethylene film: Keep concrete continuously moist for at least 14 days after placement.

G. Protect concrete against damage until final acceptance by the Government.

H. All finishes shall be made integral without use of cement or other dusting materials.

1. Concrete shall be struck to proper grade, and coarse aggregate shall be forced below surface.

2. Broom finish exterior slab.

3. Round edges including edges formed by expansion joints.

I. Do not place engine generator set and housing on slab until all curing is complete and strength tests have been reported and approved by the Government.

J. The Contractor shall provide all necessary means of protecting the concrete if placed during cold weather months.

2.010 CONDUITS AND CONDUCTORS:

A. The Contractor shall place new rigid steel conduits between engine generator output terminal board and into the powerplant annex according to the notes on drawing 622-D-41A.

B. Conduit shall penetrate the existing annex concrete wall in the proper places to meet appropriate connection points in the new enclosure. Core drilling shall be done to accommodate conduit entry in the existing annex concrete wall and may be used between the annex and the main powerplant structure.

C. Conduits shall be installed parallel or perpendicular to all nearby interior and exterior surfaces.

D. The Contractor shall size and submit for approval all conduit and conductors provided for the new engine-generator with a conduit drawing.

E. All conductors shall be sized in accordance with the 2020 National Electrical Code, with insulation XHHW-2, stranded copper, for all circuits 120 volts and greater.

2.011 ENGINE-GENERATOR CONTROLS:

A. The Contractor shall provide two separate start circuits from D1A to the engine-generator controls, both powered by external 125 Vdc powerplant circuits. One circuit shall operate to start the engine-generator periodically for exercising, automatically starting, and loading the generator to the new load bank, and then when the circuit becomes deenergized, unloading and cooling down the engine before automatically shutting down the engine. The exercise periods will be determined from the powerplant computer system to the engine generator controls via this 125 Vdc signal.

B. The other 125 Vdc externally powered circuit will start up the engine-generator automatically when needed for standby power, without connecting the engine-generator to the load bank, so that the generator can be connected to the plant station service D1A. When this 125 Vdc circuit becomes deenergized, the engine-generator will automatically begin a cool down and stop sequence. The engine-generator controls shall be designed so that this start signal will override the exercise start signal mentioned in 2.11 A, above.

C. The controls will include a 120 Vac 3-phase voltage sensing circuit, wired by the Contractor back to station service D1A. This circuit shall connect to and provide the main bus open delta, 480 Vac, 3-phase voltage of station service, to the engine-generator controls and shall be used by the engine-generator controls for automatically adjusting the frequency and voltage of the engine-generator to synchronize it to the existing power grid. Synchronizing the engine-generator to the existing power grid will occur by closing the feeder breaker in station service D1A, which will be accomplished by powerplant computers and equipment in D1A, and outside the scope of this Contract.

D. The Contractor shall provide a digital remote console mounted in the powerplant control room, and used for monitoring the following common engine-generator alarms:

1. Battery alarm.

2. Ground fault.

3. Generator running.

4. Generator supplying load.

5. Low oil pressure alarm.

6. Low oil pressure shutdown.

7. High engine temperature alarm.

8. High engine temperature shutdown.

9. Low coolant temperature alarm.

10. Overspeed shutdown.

11. Fail to Start alarm.

12. Not in Auto.

13. Charger AC Failure.

14. Low Fuel Level alarm.

15. High battery voltage alarm.

16. Low battery voltage alarm.

17. Normal battery voltage indication.

18. Low coolant level alarm.

E. The remote console shall include one 125 Vdc, 0.5 A form C contact for providing engine-generator alarms and failures to the existing plant sequence of events recorder. Government forces will wire this alarm to existing government equipment from the Contractor furnished terminal box located in the control room.

F. The Contractor shall furnish and install two separate emergency shutdown, mushroom style, pushbuttons, one at the inside wall near the exit door on the annex, and another near the control console in the control room.

G. The Contracting Officer’s Representative will direct the contractor where to install this digital remote console in the powerplant control room. The Contractor shall furnish and install all conductors and conduits between the engine-generator local control console and the powerplant control room with copper conductors in rigid steel conduit.

2.012 BATTERY AND CHARGER:

A. General. Battery and charger shall be sized and specified by the engine-generator manufacturer for the intended purpose. The Contractor shall provide a separate circuit for the battery charger, either 120 Vac, single or 3-phase, or a 480 Vac 3-phase circuit from either existing panelboard LHA or DHA (see Reclamation drawing 622-D-3694A). Reclamation will provide the circuit breaker.

B. The charger shall have the following feature:

1. LED display alternating between charging current and output voltage.

2. LED light indicating charger fail.

3. LED light indicating DC volts high.

4. LED light indicating DC volts low.

5. LED light indicating Input power failure.

6. The battery charger shall include one 125 Vdc, 0.5 A form C contact for providing charger alarms and failures to the existing plant sequence of events recorder. Government forces will wire this alarm to existing government equipment from the Contractor furnished terminal box located in the control room.

2.013 LOAD BANK:

A. The Contractor shall furnish and install a 4-stage resistive load bank, mounted inside the engine-generator enclosure, and used to periodically load the engine-generator. The load bank shall be sized according to the engine manufacturer recommendations to periodically load up the diesel engine to prevent long term damage to the engine caused by insufficient loading of the engine during these exercise periods.

B. The load bank controls shall be mounted on or near the load bank. Indicating lights, mounted on the load bank control board, shall tell operators the load is being furnished by the load bank to the engine-generator for exercising.

2.014 NAMEPLATES:

A. The engine-generator set, main breaker and load bank shall have name plates showing the manufacturer's name, equipment type (such as model number or specification number), kW rating, kVA rating, elevation rating, voltage, frequency, serial number, date of manufacture, and other pertinent data.

B. All instruments, voltage regulator, time delay relays, governor and similar devices and parts shall have name plates or other appropriate markings to show the original manufacturer's name, type and serial number.

C. The Original Equipment Manufacturers (OEM) part number, serial number or component original data plate/information shall not be removed, defaced, or obscured.

2.015 STARTUP AND COMMISSIONING:

A. A startup and commissioning plan will be submitted by the Contractor to the Contracting Officer’s Representative, for review and approval, 30 days prior to the planned startup and commissioning.

B. The Contractor shall provide start-up and commissioning for the engine-generator set and the resistive load bank.

C. The Contractor shall prepare a step-by-step commissioning plan to test all control operations and protective devices.

D. The commissioning plan shall include a full functional test of the engine-generator system using the Contractor supplied load bank to simulate loading of the generator.

E. The plan shall include a forced loss of power to the station service switchgear to allow the generator to start and transfer power to the station service via the feeder breaker in D1A. The automatic, Government furnished, controls for D1A shall be used to load shed and sequence back the plant loads so as to not overload the engine-generator with too much load at once.

F. The commissioning plan shall include a minimum 4-hour test with the powerplant load. Reclamation will adjust the equipment in the plant to provide as close to a 500-kW load as possible using existing plant loads.

G. The commissioning will require coordination with a separate contractor who may be installing the new station service switchgear during this construction period. Coordination will be performed by the COR.

2.16 OPTION A: FURNISHING AND DELIVERING AN OUTDOOR ENCLOSURE FOR THE EXISTNG DIESEL ENGINE-GENERATOR AT CRYSTAL POWERPLANT A. The existing diesel engine-generator at Crystal Powerplant is a Cummins Power Generation Model Number DFEK-5936828, Serial Number J070116944. It’s 480 Vac, 3-phase, 500 kW, 625 Kva, 60-Hertz. See Figure 1 below, a photograph of this existing engine-generator.

Figure 1: Existing Engine-Generator at Crystal Powerplant

PART 3 ONSITE TRAINING

3.01 The Contractor shall furnish an agenda and course materials for one 8-hour instructor led training class:

3.02 Training to include plans for classroom, equipment walk through, and hands-on training.

3.03 Training shall focus on how the system operates including information about programming, and startup and shutdown procedures.

3.04 The training shall be developed for an audience of 10 comprised of operations and maintenance personnel.

3.04 System maintenance requirements and troubleshooting shall be covered.

PART 4 SPARE PARTS

4.01 The Contractor shall furnish a list of recommended spare parts for the engine-generator set and the resistive load bank.

4.02 Each recommended spare part shall list the name of the manufacturer, the part number, quantity of spares recommended, and a per unit cost, if purchased by the Government during the period of this contract.

4.02.1 This list will be subject to review, modification, and approval by the Government.

4.02.2 Provide one each of all filters and one spare jacket water heater.

PART 5 AS-BUILT DRAWINGS & INSTRUCTION MANUALS

5.01 The Contractor shall provide as-built drawings in AutoCAD format.

5.02 The Contractor shall furnish Owner’s Manuals, User’s Guides, Operations and Maintenance Manuals for all the equipment supplied.

5.03 The Operations and Maintenance Manuals shall include a clear list of periodic maintenance with a work procedure for each task.

PART 6 FORM OF PROPOSAL

6.01 Prospective bidders shall provide information, including contact information, regarding past performance of the bidder for previous, similar jobs of furnishing and installing diesel engine-generators used in industrial or utility facilities.

6.02 Itemized costs shall be furnished for all equipment, materials, and labor required for the supply and delivery of all materials under the supply contract.

6.03 Proposals shall include preliminary equipment layout drawings for the concrete foundation; diesel engine-generator set; and resistive load bank.

6.04 Brand names and model numbers shall be furnished for the diesel engine-generator set, the resistive load bank, and major auxiliary equipment such as batteries and battery chargers. Past performance and qualifications of the engine-generator manufacturer shall also be required.

6.05 Details on the engine-generator 480 Vac, 3-phase main output feeder to Station Service D1A, including conductor and conduit sizing. Please include catalog cut sheets for this circuit with the proposal.

6.06 Warranty terms and conditions shall be furnished along with an itemized list of prices for recommended spare parts. Minimum warranty of one year after completion of commissioning and government acceptance.

PART 7 ON-SITE WORK AND SCHEDULE

7.01 The work site will be available from 7:30am to 5:00pm Monday through Friday for the delivery and installation of all equipment. Saturdays and holidays may be available upon written request, at least 3 days in advance.

7.02 The Contractor shall furnish and install all required equipment.

7.03 The Contractor shall prepare the site and place the concrete as specified, and as required by the engine generator manufacturer, and the concrete foundation engineer.

7.04 The Contractor shall place the engine-generator and housing, including sub-base fuel tank, engine-generator set, and resistive load bank on the concrete foundation upon delivery to the site.

7.05 The Contractor shall make all electrical power and control connections to the Generator. Power and control cable shall be installed by the Contractor to the Station Service D1A and into the Control Room.

7.06 Estimated Completion Date: 365 days after award of notice to proceed.

PART 8 SAFETY AND HEALTH

7.01 The Contractor shall comply with all federal, state and local laws and standards as well as the Bureau of Reclamation manual Reclamation Safety and Health Standards (RSHS), July, 2014 Edition. Safety | Bureau of Reclamation (usbr.gov)

7.02 The Contractor is required to furnish two safety documents to the Government point of contact listed below.

7.03 One document required is a written safety plan. This document may be delivered by e-mail to the Government COR, information will be provided after award is made. The document required from the Contractor will be approved by the Government, prior to the start of work. See table below.

List of Submittal Documents Required

7.04 Material Safety Data Sheets:

A. Definitions:

1. LHM: List of Hazardous Materials

2. SDS: Safety Data Sheet.

B. Application:

1. For the purposes of this contract, the definition of “materials delivered under this contract” in the clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data – Alternate 1, includes materials delivered to the Government and all materials expected to be used during contract performance at the jobsite.

2. Comply with paragraph (e) of clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data - Alternate DELIVERY OF HAZARDOUS MATERIALS

3. Do not deliver hazardous materials to the jobsite which are not included on the original or previously updated LHM and SDS documents. The Contractor shall submit all updated LHM and SDS documents to the COR prior to on-site delivery.

PART 9 SUBMITTAL REQUIREMENTS:

9.01 General: The Contractor shall furnish all materials to the Government, in accordance with this paragraph; Table 1 (List of Submittals); and the requirements in the provisions, clauses, and paragraphs of this solicitation.

9.02 The word "submittals" shall be interpreted to include drawings, data, manuals, certifications, samples, and other items furnished by the Contractor for approval, informational, or other purposes.

9.03 List of required submittals. Table 1 (List of Submittals) lists the submittals required by this contract.

9.04 Any submittal required to be submitted by the Contractor, but which is not listed in the table shall be submitted in accordance with the applicable requirements of this contract.

9.08 If the Government uses time more than the above stated number of days for review of any submittal or re-submittal, additional time, not to exceed the excess time, will be added to the time allowed the Contractor for completion of any affected by such excess time, to the extent it is demonstrated that the excess time caused delay:

9.09 Provided, that if the review of two or more separate submittals or re-submittals is late and results in concurrent days of excess time, such days will be counted only once in computing an extension of the completion date.

9.010 Provided further, that if the Contractor fails to follow the submittal schedule for the submittals required for approval as specified in Table 1 (List of Submittals) in this paragraph and does not make approval submittals in the sequence and within the periods specified in Table 1 (List of Submittals), thus resulting in the Government receiving incomplete submittals, submittals not in necessary sequence, or submittals behind schedule, which precludes the Government from approving or considering for approval such submittals within the foregoing 21 day period, then the Contractor shall not be entitled to an extension of time allowed for delivery and installation of the materials or equipment.

9.011 The number of calendar days required for review of drawings or data submitted or resubmitted for approval will not include the date that the drawings or data are received by the Government and will extend through the date of return mailing to the Contractor.

9.012 Unless otherwise specified, one set of the submittals required for approval will be returned to the Contractor either approved, not approved, or conditionally approved, and also marked to indicate changes if required.

9.013 Submittals that are not approved or require changes or revisions shall be revised and resubmitted for approval within 15 days unless stated otherwise and shall show changes and revisions with revision dates.

9.014 All requirements specified for the original submittal shall apply to any re-submittals required.

9.015 The Contractor shall submit the submittals to the applicable addresses listed below as required by Table 1 (List of Submittals).

9.016 The Contractor shall also send a copy of the transmittal letter to each of the addresses below that are not sent the submittal.

9.017 Submittals shall be submitted as required by Table 1 (List of Submittals) to:

A. Bureau of Reclamation, Upper Colorado Regional, Office of Contracting Officer, Attn: GS0340, 125 South State Street, RM 8100, Salt Lake City, UT 84138-1147 B. And, Bureau of Reclamation, Curecanti Division Office, Montrose, CO 81401, Attn: Contracting Officer’s Representative, Robert Brummond, 1820 S. Rio Grande Ave., Montrose, CO 81401 (rbrummond@usbr.gov).

9.018 Unless otherwise specified, no separate payment will be made for preparing and furnishing submittals to the Government, and the cost thereof shall be included in the prices offered in the schedule for the applicable items of work requiring the submittals or other items of work.

9.019 All submittal drawings shall be in AutoCAD .dwg files. All submittal catalog cut-sheets, instruction books, manuals, etc., shall be submitted as Adobe PDF files.

Table 1 - List of Required Submittals

While concrete is being placed.

* CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative All Contractor submittals shall be AutoCAD DWG files for drawings, and Adobe PDF files for everything else. See Part 8 for RSNs 1 & 2.

PART 10 DRAWINGS LIST

PART 11 FINAL ACCEPTANCE AND PAYMENT FOR THE WORK

A. The Government will provide final acceptance of the labor and materials supplied after all required work has been satisfactorily completed and tested. The Government will authorize final payment after all submittals and both the start-up and commissioning of the supplied equipment is complete, the equipment is functional, and the existing engine-generator and fuel tank have been removed from the site.

image1.jpeg