10-B-0003.pdf

W62A2B91254347

Proposed w ork consists of furnishing all labor, materials, and equipment to install and/or construct a new emergency pow er facility. Removal, as w ell as off-site disposal of the existing 600- kilow att system is also included. The Contractor shall be responsible for determining the location of all surrounding underground utility lines, and if necessary, relocating utilities to accommodate new construction. Utilities that could require relocation include, but are not limited to, underground w ater, electrical, and irrigation lines. As-builts of the current facility w ill be made available to the Contractor by the Facility Engineer.

While the Contractor shall remove and properly dispose of the existing generator and its components, the existing generator shall remain online up until the new generator is ready to be put into service. This is due to the sensitive nature of the f ish hatchery, w hich requires that emergency pow er be available at all times. Additionally, the main distribution panel for the hatchery facility and controller for pumps to the pollution control pond are not to be removed, i.e. w ill remain functional.

Estimated Range: $250,000.00 - $500,000.00.

X

JAMES E HALLMAN 415-503-6974

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

12-Jan-2010

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______7 calendar days and complete it w ithin ________120 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________FAR 52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________ (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

US ARMY ENGINEER DISTRICT, SAN FRANCISCO

CONTRACTING DIVISION

1455 MARKET ST., 17TH FLOOR SUITE 1741

SAN FRANCISCO CA 94103-1398

W912P7

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

(hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W912P7-10-B-0003 105

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

WSD FISH HATCHERY GENERATOR REPLACEMENT

FFP

FURNISH THE U.S. ARMY CORPS OF ENGINEERS (COE), SAN

FRANCISCO DISTRICT WITH LABOR, MATERIALS, EQUIPMENT AND

SUPPLIES NECESSARY TO PERFORM THE WORK AS OUTLINED IN THE

SCOPE OF WORK, ENTITLED, “WARM SPRINGS DAM FISH HATCHERY

EMERGENCY GENERATOR REPLACEMENT, WARM SPRINGS DAM /

LAKE SONOMA, ITEM # 52” DATTED, 15 NOVEMBER 2009. - PROJECT

NO.: 104637.

COE POC IS MR. CARLOS HERNANDEZ @ (707) 431-4550.

CONTRACTING COE POC: MR. JAMES HALLMAN @ (415) 503-6974.

FOB: Destination

NET AMT

0001 1 Lump Sum

SUBMITTALS

FFP

QUALITY CONTROL PLAN, SAFETY PLAN, ENVIRONMENTAL

PROTECTION PLAN.

PURCHASE REQUEST NUMBER: W62A2B91254347

0002 1 Lump Sum

MOBILIZATION & DE-MOBILIZATION

FFP

EQUIPMENT, CLEANUP / SITE RESTORATION.

0003 1 Lump Sum

ENGINE/GEN-SET & COMPONENTS PURCHASE

FFP

GEN-SET WITH FUEL TANKS, AUTOMATIC TRANSFER SWITCH,

ADDITIONAL COMPONENTS, MANUFACTURER TESTING, OFF-

LOADING & PLACEMENT.

0004 1 Lump Sum

GEN-SET ENCLOSURE/SYSTEM HOOK-UP/TESTING

FFP

SITE PREPERATION, CMU BUILDING WITH METAL ROOF, SYSTEM

HOOK-UP & TESTING, O&M TRAINING.

0005 1 Lump Sum

REMOVE EXISTING GEN-SET/REMODEL ENCLOSUR

FFP

REMOVAL / DISPOSAL, REMODEL EXISTING ENCLOSURE.

0006 1 Lump Sum

ADDITIONAL COSTS

FFP

OVERHEAD, PROFIT, BOND & INSURANCE.

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0000 N/A N/A N/A Government 0001 N/A N/A N/A Government 0002 N/A N/A N/A Government 0003 N/A N/A N/A Government 0004 N/A N/A N/A Government 0005 N/A N/A N/A Government 0006 N/A N/A N/A Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

0000 N/A N/A N/A N/A

0001 120 dys. ADC 1 OPNS BR LAKE SONOMA

CARLOS HERNANDEZ

3333 SKAGGS SPRINGS ROAD

GEYSERVILLE CA 95441

707-431-4550

L3R1250

0002 120 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0003 120 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0004 120 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0005 120 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0006 120 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

Section 00100 - Bidding Schedule/Instructions to Bidders

SCOPE OF WORK

U.S. ARMY CORPS OF ENGINEERS

SAN FRANCISCO DISTRICT

SCOPE OF WORK

AMERICAN RECOVERY & REINVESTMENT ACT

ITEM # 52

WARM SPRINGS DAM FISH HATCHERY

EMERGENCY GENERATOR REPLACEMENT

WARM SPRINGS DAM / LAKE SONOMA PROJECT

15 November 2009

TABLE OF CONTENTS

PART 1: GENERAL

1.1 LOCATION 1

1.2 DESCRIPTION OF WORK 1

1.3 GENERAL CONTRACT REQUIREMENTS 2

1.4 COMMENCEMENT, PROCECUTION, AND COMPLETION OF WORK 2

1.5 REFERENCES 3

1.6 SUBMITTALS 5

1.7 HEALTH AND SAFETY REQUIREMENTS 5

1.8 REPORTING REQUIREMENTS 6

1.9 ACCIDENT RECORDS 6

1.10 CALL-OUT NUMBER 6

1.11 SITE RESTORATION-CLEANUP 7

1.12 HOURS OF OPERATION

PART 2: SPECIFICATIONS

2.1 GENERAL 7

2.2 DIESEL ENGINE-GENERATOR SET 7

2.3 GENERATOR-SET FOUNDATION PADS 9

2.4 TRANSFER SWITCH / SWITCH GEAR CABINET 9

2.5 ENGINE-GENERATOR SET ENCLOSURE 10

2.6 CONNECTION TO MAIN SERVICE LOAD 12

2.7 EXISTING GENERATOR-SET REMOVAL & ENCLOSURE MODIFICATION 13

PART 3: QUALITY CONTROL

3.1 GENERAL 14

3.2 QUALITY CONTROL PLAN 14

3.3 SUBMITTALS 16

3.4 CONTROL 16

3.5 TESTS 17

3.6 COMPLETION OF INSPECTION 18

3.7 NOTIFICATION OF NON-COMPLIANCE 20

PART 4: GOVERNMENT ACTION AND INSPECTION

4.1 DEFINITIONS 20

4.2 RIGHTS 20

4.3 INSPECTION 20

4.4 NON-COMPLIANCE 20

4.5 REPEATED NON-COMPLIANCE 21

TABLE OF CONTENTS - CONTINUED

PART 5: SUBMITTAL PROCEDURES

5.1 GENERAL 21

5.2 SUBMITTAL CLASSIFICATION 22

5.3 EXECUTION 23

PART 6: ENVIRONMENTAL PROTECTION

6.1 ENVIRONMENTAL PROTECTION PLAN 25

6.2 SPILL PREVENTION PLAN 25

6.3 WATER QUALITY CONDITIONS 26

6.4 BIOLOGICAL RESOURCES 27

6.5 SPECIAL ENVIRONMENTAL CONSIDERATIONS 27

W912P7-10-B-0003

15 November 2009

SCOPE OF WORK – ARRA Item #52

WARM SPRINGS DAM FISH HATCHERY

EMERGENCY GENERATOR REPLACEMENT

WARM SPRINGS DAM / LAKE SONOMA PROJECT

USACE TECHNICAL POC: Carlos Hernandez, Facility Engineer

(707) 431-4550 / 293-5429 (cell) carlos.r.hernandez@usace.army.mil

CONTRACTING NO.: TBD

PART1: GENERAL____________________________________________________

1.1 LOCATION

The Don Clausen Fish Hatchery is located in northern Sonoma County approximately 15 miles northwest of Healdsburg, California. The hatchery, which is used to rear listed fish species (coho salmon and steelhead trout), is part of the U.S. Army Corps of Engineers San Francisco District’s Warm Springs Dam/ Lake Sonoma Project. As indicated on the attached plans, the existing emergency generator facility is located near the entrance road to the hatchery. The new emergency power facility would be located in close proximity.

1.2 DESCRIPTION OF WORK

Proposed work consists of furnishing all labor, materials, and equipment to install and/or construct a new emergency power facility. Removal, as well as off-site disposal of the existing 600- kilowatt system is also included. The Contractor shall be responsible for determining the location of all surrounding underground utility lines, and if necessary, relocating utilities to accommodate new construction. Utilities that could require relocation include, but are not limited to, underground water, electrical, and irrigation lines. As-builts of the current facility will be made available to the Contractor by the Facility Engineer.

While the Contractor shall remove and properly dispose of the existing generator and its components, the existing generator shall remain online up until the new generator is ready to be put into service. This is due to the sensitive nature of the fish hatchery, which requires that emergency power be available at all times. Additionally, the main distribution panel for the hatchery facility and controller for pumps to the pollution control pond are not to be removed, i.e. will remain functional.

The existing structure housing the old generator and appurtenances consists of wood-framed stucco finished walls, along with wood-slatted chain link fencing. The roof is wood framed with metal roofing. The structure rests on a concrete slab foundation. Upon removal of the existing generator, the contractor shall extend existing stucco walls to encapsulate the building, with the intent to better weatherproof the structure and keep critters out. A new service door shall also be included. See design drawings for details.

The Contractor shall install all new utility lines and provide the proper connections to the new emergency power facility from the main power source. The Contractor shall also test the new facility for functionality, provide the government with operations and maintenance training, and submit any necessary manuals.

As indicated by design drawings, the new power facility shall feature:

1) Two new diesel powered engine-generators; each 350 kilowatts, 437 kilovolt-amps, 60 hertz, 3- Phase, 480/277 volt, and each equipped with a sub-base 300 gallon diesel tank.

2) All switch gear for emergency transfer of power.

3) New concrete masonry unit (CMU) block type building to house the generators and components.

1.3 GENERAL CONTRACT REQUIREMENTS

The Contractor shall take no direction from any government employee or any other person than the Contracting Officer (CO) that changes the terms and conditions of this contract action, the scope, or any change that impacts the price or schedule. Changes authorized by the Contracting Officer will be in the form of a written official signed modification to the contract action received by the Contractor before the Contractor shall act upon the changes. Contracting Officer Representatives (CORs) are limited to the authorities stated in the COR appointment letters. The government will provide no materials or supplies. The Contractor is responsible for all costs related to performing this contract and its successful completion. All work, materials, and equipment will be subject to the control and approval of the Contacting Officer's Representative.

1.4 COMMENCEMENT, PROCECUTION, AND COMPLETION OF WORK

The Contractor shall be required to commence work under this contract within 7 working days following official notice to proceed and complete all work within 120 calendar days after receipt of notice to proceed. The time stated shall include final cleanup of premises.

1.5 REFERENCES

The publications listed below form a part of this specification to the extent referenced.

The publications are referred to within the text by the basic designation only.

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C2 (2007; Errata 2007; INT 2008) National Electrical Safety Code

IEEE C57.13 (2008) Standard Requirements for Instrument Transformers

IEEE C57.13.1 (2006) Guide for Field Testing of Relaying Current Transformers

IEEE Std 1 (2000; R 2005) General Principles for Temperature Limits in the Rating of Electric Equipment and for the Evaluation of Electrical Insulation

IEEE Std 100 (2000) The Authoritative Dictionary of

IEEE Standards Terms

IEEE Std 115 (1995; R 2002) Test Procedures for Synchronous Machines: Part I: Acceptance and Performance Testing; Part II: Test Procedures and Parameter Determination for Dynamic Analysis IEEE Std 120 (1989; R 2007) Master Test Guide for Electrical Measurements in Power Circuits

IEEE Std 404 (2006) Extruded and Laminated Dielectric Shielded Cable Joints Rated 2500 V Through 500,000 V

IEEE Std 43 (2000; R 2006) Testing Insulation Resistance of Rotating Machinery

IEEE Std 48 (1996; R 2003) Test Procedures and Requirements for Alternating-Current Cable Terminations 2.5 kV through 765 kV

IEEE Std 484 (2002) Recommended Practice for

Installation Design and Implementation of Vented Lead-Acid Batteries for Stationary Applications

IEEE Std 485 (1997; R 2003; INT 2008) Recommended Practice for Sizing Lead-Acid Batteries for Stationary Applications

IEEE Std 519 (1992; Errata 2004) Recommended Practices and Requirements for Harmonic Control in Electrical Power Systems

IEEE Std 81 (1983) Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Ground System (Part 1)Normal Measurements

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA C12.11 (2007) Instrument Transformers for Revenue Metering, 10 kV BIL through 350 kV BIL (0.6 kV NSV through 69 kV NSV)

NEMA ICS 2 (2000; Errata 2002; R 2005; Errata 2006) Standard for Industrial Control and Systems: Controllers, Contractors, and Overload Relays Rated Not More than 2000 Volts AC or 750 Volts DC: Part 8 - Disconnect Devices for Use in Industrial Control Equipment

NEMA ICS 6 (1993; R 2006) Standard for Industrial Controls and Systems Enclosures

NEMA MG 1 (2007; Errata 2008) Standard for Motors and Generators

NEMA PB 1 (2006; Errata 2008) Standard for Panelboards NEMA PB 2 (2006) Deadfront Distribution Switchboards

NEMA SG 6 (2000) Standard for Power Switching Equipment

NEMA WC 74 (2006) Standard for 5-46 kV Shielded Power

Cable for use in the Transmission and Distribution of Electric Energy

1.6 SUBMITTALS

The Contractor shall provide pertinent submittals to the CO, or COR, for approval. The Contractor will not be permitted to start work until all submittals labeled (GA) have been submitted and approved by the CO, or COR. Items labeled (FIO) are for information purposes only The CO, or COR will issue the Contractor a written order to proceed with the work after all submittals are accepted and approved. The Contractor shall submit the following items:

a. Certificates of Insurance (GA)

b. Performance and Payment Bonds (GA)

c. Environmental Protection Plan (GA)

d. Contractor Quality Control Plan (GA)

e. Health & Safety Plan: in accordance with the Corps’ Safety and Health Requirements

Manual – EM 385-1-1, September 2008 edition. The EM is available at the following website.

http://www.usace.army.mil/usace-docs/eng-manuals/em385-1-1/toc.htm. The Safety plan shall include the following (forms can be found at the web-site):

1) Accident Prevention Plan (GA)

2) Activity Hazard analysis (GA)

3) Safety Exposure Reports (FIO)

4) Accident Reports (FIO)

f. List of Subcontractors (FIO)

g. Manufacturer’s Data and/or Manuals (FIO)

1.7 HEALTH AND SAFETY REQUIREMENTS

1.7.1 Work Safety. All work must be done in a safe manner, meeting all current OSHA regulations, and requirements contained in EM 385-1-1, Safety and Health Requirements Manual. The EM is available at http://www.usace.army.mil/usace-docs/eng-manuals/em385-1- 1/toc.htm. The Contractor should also be aware that work tasks which are deemed potentially hazardous, require the completion of activity hazard analysis (AHA) forms. Examples of AHA are available in EM 385-1-1. Work will also comply with any other applicable Federal, State, and local codes. If conflicts arise between standards then the most stringent will apply. Work cannot begin until the Contractor’s Safety Plan and AHA(s) have been reviewed and approved by the Corps’ District Safety Officer, or COR.

1.7.2 Personnel. The Contractor will furnish competent, safety conscious personnel. If employees prove to be incompetent, the Contractor will remove them and provide satisfactory employees at no additional cost to the government. All electrical work shall be conducted by licensed electricians.

1.7.3 Equipment.

a. The equipment used by the Contractor for the specified service will be in satisfactory operating condition and will be maintained in this condition. The Government reserves the right to require the Contractor to discontinue the use of unsatisfactory equipment and to require that all such equipment be replaced. The decision of the Contracting Officer's Representative as to serviceability of the equipment will be final.

b. Equipment must meet current Federal, State, and local safety requirements and all applicable requirements of EM 385-1-1, Safety and Health Requirements Manual.

c. The Contractor shall conduct a pre-work safety inspection of all equipment daily and submit all equipment safety sheets.

d. The Government inspector shall inspect contractor's equipment before it is placed into service.

1.8 REPORTING REQUIREMENTS

1.8.1 Certification. The Contractor must hold any licenses or certifications required by the State of California and be registered with the local county as needed, and provide proof of any certification before the start of work. The Contractor is responsible for any permits required to perform services.

1.8.2 Safety Exposure Data. The Contractor shall submit a Safety Exposure Report, SPD Form 94, to the Contracting Officer's Representative at the end of the job.

1.9 ACCIDENT RECORDS

The Contractor shall maintain an accurate record of, and will report to the Contracting Officer's Representative in the manner and on the forms prescribed by the Contracting Officer's Representative, all accidents resulting in death, traumatic injury, occupational disease, and damage to property, materials, supplies, and equipment incidental to work performed under this contract.

1.10 CALL-OUT NUMBER

The Contractor shall maintain a telephone number and means of contact during normal business hours, Monday through Friday. The contact may be a person or answering service or machine. Once the Corps has notified this contact, the Contractor will be considered officially notified when called for problems or other work related items.

1.11 SITE RETORATION-CLEANUP

At no additional cost to the government, the Contractor shall restore the work site to pre-work condition. Item include, but are not limited to asphalt damage, Turf repair, fencing, piping, and valves.

1.12 HOURS OF OPERATION

Unless otherwise approved by the COR, all work activities shall be Monday through Friday (7:00 a.m. – 5:00 p.m).

PART 2: SPECIFICATIONS______________________________________________

2.1 GENERAL

Refer to design drawings, for existing site conditions, proposed emergency generator facility design, and diagrams. The contractor shall conduct all work in strict accordance with Government provided plans and specifications, as well as criteria described in sections that follow. All work shall be performed to state and local codes, or at the direction of the COR.

2.2 DIESEL ENGINE-GENERATOR SET

The Contractor shall provide and install each engine-generator set complete and totally functional, with all necessary ancillary equipment to include: air filtration; starting system;

generator controls, protection, and isolation; instrumentation; lubrication; fuel system; cooling system; and engine exhaust system. Each engine-generator set shall satisfy the requirements specified in the attached plans.

Each set shall consist of one engine, one generator, and one exciter mounted, assembled, and aligned on one base; and other necessary ancillary equipment which may be mounted separately. Each set component shall be environmentally suitable for the location shown and shall be the manufacturer's standard product offered in catalogs for commercial or industrial use.

The Contractor shall provide two diesel engine-generator sets which conform to specification listed below. As an example for the Contractor, and not a product endorsement by the Government, the Cummings diesel engine-generator set - QSX15 Series Model DFEG – was found to satisfy the Governments specifications.

Generator set Specifications

Governor regulation class ISO 8528 Part 1 Class G3 Voltage regulation, no load to full load ± 0.5% Random voltage variation ± 0.25% Frequency regulation Isochronous Random frequency variation ± 0.25% Radio frequency emissions compliance IEC 801.2, Level 4 electrostatic discharge IEC 801.3; Level 3 radiated susceptibility

Engine Specifications

Design Turbocharged with air-to-air charge air cooling Bore 136.9 mm (5.39 in) Stroke 168.9 mm (6.65 in) Displacement 14.9 L (912.0 in3) Cylinder block Cast iron with replaceable wet liners, in-line 6 cylinder Battery capacity 900 amps minimum at ambient temperature of 0 °C (32 °F) Battery charging alternator 35 amps Starting voltage 24 volt, negative ground Fuel system Full authority electronic (FAE) Cummins HPI-TP Fuel filter Air cleaner type Lube oil filter type(s) Single spin-on combination element with full flow and bypass filtration High ambient cooling system 50 deg. C radiator with pusher style fan and fan guards

Alternator Specifications

Design Brushless, 4 pole, drip proof revolving field Stator 2/3 pitch Rotor Direct coupled, flexible disc Insulation system Class H per NEMA MG1-1.65 and BS2757 Standard temperature rise 125 ºC (257 °F) standby Exciter type Permanent magnet generator (PMG) Phase rotation A (U), B (V), C (W) Alternator cooling Direct drive centrifugal blower AC waveform total harmonic distortion < 5% no load to full linear load, < 3% for any single harmonic Telephone influence factor (TIF) < 50 per NEMA MG1-22.43 Telephone harmonic factor (THF) < 3

Generator Set Options and Accessories

Engine 209/240/480/ V Thermostatically controlled coolant heater for ambient above 4.5 °C (40 °F)

Alternator 105 deg. C rise

Exhaust system Industrial grade exhaust silencer with stainless steel flex connection pipe and mounting hardware.

Fuel system 1136 L (300 gal) sub-base tank (Dual Wall)

Generator-set AC entrance box Battery Battery charger Export box packaging UL 2200 Listed Main line circuit breaker

Warranty 2-year standby

2.3 GENERATOR-SET FOUNDATION PADS

Refer to the attached plans as well as criteria described herein for construction and/or installation of the generator-set foundation pads. The Contractor shall mount each generator set on two 6 feet x 14.5 feet x 2 feet steel reinforced concrete pads.

2.3.1 Reinforcement-bars. Provide # 5 re-bar, 12 inches on-center, as indicated on the attached plans.

2.3.2 Concrete. Place concrete as indicated on the attached plans. Concrete shall have a 28-day compressive strength of 3,500 pounds per square inch (psi), minimum. Surface finish shall be a smooth, cement sacked finish of uniform texture.

2.3.3 Mounting. Mount the generator sets to the generator-set foundation pads per manufacture’s recommendations.

2.4 TRANSFER SWITCH / SWITCH GEAR CABINET

The Contractor shall provide and install a 400 amp, 480 volt, 33 wire, 3 pole transfer switch enclosed in a NEMA 1 enclosure for each generator set with capabilities, configurations, and options listed below. As an example to the Contractor, and not an endorsement by the Government, the Cummins Model OTCP transfer switch was found to meet the Governments specifications.

1) Start one or both generator sets during loss of the normal power source.

2) Automatically Start 2nd gen-set if 1st gen-set should fail or if additional power is required

3) Automatically transfer power from gen-sets to the fish hatchery during normal power loss.

4) Synchronize both gen-sets if required.

5) At restoration of the normal power source, automatically transfer back to normal power source, and after 10 minutes shut down gen-sets.

6) Maintain charge for gen-set engine starting batteries.

7) Gen-set exerciser clock, 30 day programmable with load/no load switch and integral back up battery

8) Level 1 Control Panel

9) Digital Display

10) Network Communications Interface

11) Auxiliary relay with form C contacts

2.5 ENGINE-GENERATOR SET ENCLOSURE

Refer to the attached plans as well as criteria described herein for construction and/or installation of the generator-set enclosure. As designed, the generator-set enclosure is roughly 26’-8” x 32’-8” x 12’-0” in size. It shall be constructed with a steel reinforced concrete slab floor, steel reinforced concrete masonary unit (CMU) block walls and a metal roof. Construct to all state and local codes, or at the direction of the COR.

2.5.1 Site Preparation. The Government shall supply the Contractor with a set of available as-builts for pre-construction site conditions and/or underground utility locations. The Contractor shall identify all underground utilities and if necessary appropriately relocate utilities to allow for proper construction. While the location of some utilities may not be accurately represented by government supplied as-built drawings, it does not release the Contractor from responsibility for any damages to underground utilities during construction.

The Contractor shall excavate and re-compact to 95% relative compaction as appropriate and establish design grades in accordance with design drawings.

2.5.2 Foundation. Place foundation and slab as a monolithic structure. Construct to the dimensions and elevations as indicated on the attached plans and the following criteria:

1) Provide and install # 5 (Grade 40) steel re-bar each way, 12” on-center, for the slab and # 6 (Grade. 40) steel re-bar at the top and bottom of each footing.

2) Place concrete with minimum 3,500 psi strength at 28 days, and with aggregate in mix not exceeding ¾” in size.

3) Install a 3 mil polyethylene sheet between the sub-grade and the foundation.

4) Provide a smooth, cement sacked finish for the slab of uniform texture.

2.5.3 Walls. Construct walls using 8”x 8”x16” CMU speed blocks, fully grouted and steel reinforced. Construct to the elevations and dimensions indicated, and to industry standards.

Also adhere to following requirements:

1) Use # 5 (GR. 40) rebar vertically and horizontally 8” O.C.

2) Between CMU cells use masonry adhesive. Mortar shall not be used between the CMU cells.

3) Fully grout all cells with concrete. Place concrete to 3,500 psi compressive strength at 28 days using 3/8” maximum size aggregate in concrete mix.

2.5.4 Roof. Construct to the elevations and dimensions indicated in the design drawings and to the following:

a. Beams. Use W6 steel I-beams x 32’-8” in length. At walls, grout in type A36 hook anchor plates (5/8” diameter x 10”). Weld steel I-beams to anchor plates as shown on design drawing (s). The Contractor may find it necessary, or more practical, to fabricate hook anchor plates with steel plate and rebar. See the detail on the design drawing.

b. Purlins. Use galvanized steel purlins ( 4” x 2.5”), 16 gauge, equally spaced.

Provide an 18 inch overhang in all directions. Weld the purlins at each intersection with the I-beam.

c. Roofing. Install B- Deck HSB-36 galvanized metal roofing from Western MetalDeck.com or an equivalent metal roofing which meets Government specifications. Provide all necessary accessories including, but not limited to, flashing, trim, venting, and fasteners, such that the roof is sealed against the elements. Install metal roof per manufacture’s recommendations and/or industry standard. Upon installation, the Contractor shall provide the government with the manufacture’s warranty.

d. Skylight. Install a 48” x 96” galvanized steel frame, self flashing type, single glazed fiberglass translucent skylight where indicated in the attached plans and according to manufacture’s specifications.

2.5.6 Openings. Construct according to the design plans and to the following:

a. Doors. Provide and install a 36” x 80” standard metal door and frame complete with the necessary components for proper functionality. The Contractor shall provide “Best Lock” hardware for all locking mechanisms. Also, provide and install a 10’ x 8’ Galvanized Steel roll up door as indicated in the plans.

b. Louvers. Install (3) 84”x 72” extruded aluminum louvers with bird screens where indicated in the attached plans and according to manufacture’s specifications.

2.5.5 Lighting. Install 48” fluorescent light fixtures (4-lamp), 120-volt / 112-watt power, as indicated on design plans and according to industry standard.

2.6 CONNECTION TO MAIN SERVICE LOAD

The Contractor would have the option to utilize two spare 4-inch diameter metal conduits for the purpose of installing conductors from the new control panel to the existing main service panel. This would minimize trenching in a work area highly congested with underground utilities. The spare conduits are located in close proximity to the existing gen-set enclosure (on north side) and are identified on design drawing PL1.

2.7 EXISTING GENERATOR-SET REMOVAL & ENCLOSURE MODIFICATION

As indicated on design drawings and previously discussed, the Contractor shall remove the existing Generator-Set, all applicable wiring, conduits, panels, and transfer switch. Removal of the existing Generator set shall be accomplished only after the new Generator-Set is fully operational and upon approval of the COR. The facility’s other electrical components shall remain. The existing generator-set enclosure consists of wood-framed stucco walls along the eastern side of the enclosure with a pole style framing and chain-link type walls with wooden slats along the rest of the enclosure. The entire building is covered by a wood-framed metal roof.

2.7.1 Enclosure. Upon removing the gen-set and its components, the Contractor shall extend the stucco style walls to encompassing the entire structure, thereby providing good bird/pest control as well as climate control for electrical components. The Contractor shall also install an entry door for access and sliding glass windows for natural lighting and ventilation.

All work shall be done in strict accordance with the attached plans, all state and local codes, and the following:

a. Floor. Remove existing Generator-Set foundation pad as directed in the plans and replace the 55” x 160” pad with concrete so that is flush with surrounding concrete slab. Minimum concrete strength at 28 days shall be 3,500 psi. Place concrete at a minimum depth of 4 inches using a ¾” maximum aggregate size in mix. Finish the slab with a smooth trowel finish.

b. Walls. Construct walls as follows:

Framiing Members – surfaced Douglas Fir, No. 2 grade or better Studs - 2”x 4”, 16” on center.

Sill (Sole Plate) – 2” x 4”, pressure treated Top Plates – 2” x 4”, double plate Headers – minimum 4”x 6” Sheathing- 5/8” exterior grade plywood

Finish – finish exterior walls to match existing stucco walls. Use at least one coat of top-quality exterior latex primer followed by appropriate finish coat with at least a 20-year rating. Sand aggregate for job-mixed base coat and job-mixed finish coat stucco shall conform to ASTM C 897. Lime shall conform to ASTM C 206, Type S. Portland cement shall conform to ASTM C 150, gray portland cement Type I. Metal lath shall conform to ASTM C 847, types and weights in accordance with the various spacing shown in ASTM C 841. Lath for vertical application on steel and wood framing supports shall be expanded metal or welded or woven wire and shall have paper backing with a minimum vapor permeance of 287.2 ng per Pa per second per square meter 5 perms.

Woven wire lath shall be a maximum 38 x 38 mm (1-1/2 x 1-1/2 inch) mesh wire of not less than 1.37 mm (0.0540 inch) nominal diameter and shall conform to ASTM C 1032.

Welded wire lath shall conform to ASTM C 933, with openings not to exceed 50 x 50 mm (2 x 2 inches). Expanded metal or wire lath shall be fabricated in a manner to provide not less than 6 mm (1/4 inch) keying between wire and paper backing and keying shall be obtained by a uniform series of slots in a perforated face paper woven between the wires.

c. Door. Provide and install a 36” x 80” standard metal door and frame complete with the necessary components for proper functionality. The Contractor shall provide “Best Lock” hardware for all locking mechanisms.

d. Windows. Provide and install two new dual-paned 40/30 (4’ wide x 3’ height) aluminum or vinyl framed sliding glass windows, one each along north and south walls.

PART 3: QUALITY CONTROL__________________________________________

3.1 GENERAL

The Contractor is responsible for quality control and shall establish and maintain an effective quality control system. The quality control system shall consist of plans, procedures, and organization necessary to produce an end product, which complies with the contract requirements. The system shall cover all construction operations, both onsite and offsite, and shall be keyed to the proposed construction sequence. The project superintendent will be held responsible for the quality of work on the job and is subject to removal by the Contracting Officer for non-compliance with quality requirements specified in the contract. The project superintendent in this context shall mean the individual with the responsibility for the overall management of the project including quality and production.

3.2 QUALITY CONTROL PLAN

3.2.1 General. The QC Plan shall include, as a minimum, the following to cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents:

a. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the QC staff shall implement the three phase control system for all aspects of the work specified.

b. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents.

These procedures shall be in accordance with Section 5 SUBMITTAL PROCEDURES.

c. Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test.

d. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.

e. Procedures for tracking construction deficiencies from identification through acceptable corrective action. These procedures will establish verification that identified deficiencies have been corrected.

f. Reporting procedures, including proposed reporting formats.

g. A list of the definable features of work; a definable feature of work is a task which is separate and distinct from other tasks and has separate control requirements.

Different trades or disciplines could identify it, or it could be work by the same trade in a different environment. Although each section of the specifications may generally be considered as a definable feature of work, there is frequently more than one definable feature under a particular section. This list will be agreed upon during the coordination meeting.

3.2.2 Acceptance of Plan. Acceptance of the Contractor's plan is required prior to the start of construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in his QC Plan and operations including removal of personnel, as necessary, to obtain the quality specified.

3.2.3 Notification of Changes. After acceptance of the QC Plan, the Contractor shall notify the Contracting Officer in writing of any proposed change. Proposed changes are subject to acceptance by the Contracting Officer.

3.2.4 Coordination Meetings. After the Pre-construction Conference, before start of construction, and prior to acceptance by the Government of the QC Plan, the Contractor shall meet with the Contracting Officer or Authorized Representative and discuss the Contractor's quality control system. The QC Plan shall be submitted for review a minimum of seven calendar days prior to the Coordination Meeting. During the meeting, a mutual understanding of the system details shall be developed, including the forms for recording the QC operations, control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor's Management and control with the Government's Quality Assurance. Minutes of the meeting shall be prepared by the Government and signed by both the Contractor and the Contracting Officer. The minutes shall become a part of the contract file.

There may be occasions when either party to reconfirm mutual understandings and/or address deficiencies in the QC system will call subsequent conferences or procedures which may require corrective action by the Contractor.

3.3 SUBMITTALS

Submittals shall be made as specified in Part 5 Submittal Procedures. The QC organization shall be responsible for certifying that all submittals are in compliance with the contract requirements.

3.4 CONTROL

Contractor Quality Control is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. The QC System Manager for each, definable feature of work shall conduct at least three phases of control as follows:

3.4.1 Preparatory Phase. This phase shall be performed prior to beginning work on each definable feature of work, after all required plans/documents/materials are approved/accepted, and after copies are at the work site. This phase shall include:

a. A review of each paragraph of applicable specifications.

b. A review of the contract drawings.

c. A check to assure that all materials and/or equipment have been tested, submitted, and approved.

d. Review of provisions that have been made to provide required control inspection and testing.

e. Examination of the work area to assure that all required preliminary work has been completed and is in compliance with the contract.

f. A physical examination of required materials, equipment, and sample work to assure that they are on hand, conform to approved shop drawings or submitted data, and are properly stored.

g. A review of the appropriate activity hazard analysis to assure safety requirements are met.

h. Discussion of procedures for controlling quality of the work including repetitive deficiencies. Document construction tolerances and workmanship standards for that feature of work.

i. A check to ensure that the portion of the plan for the work to be performed has been accepted by the Contracting Officer.

j. Discussion of the initial control phase.

3.4.2 Initial Phase. This phase shall be accomplished at the beginning of a definable feature of work. The following shall be accomplished:

a. A check of work to ensure that it is in full compliance with contract requirements. Review minutes of the preparatory meeting.

b. Verify adequacy of controls to ensure full contract compliance. Verify required control inspection and testing.

c. Establish level of workmanship and verify that it meets minimum acceptable workmanship standards. Compare with required sample panels as appropriate.

d. Resolve all differences.

e. Check safety to include compliance with and upgrading of the safety plan and activity hazard analysis. Review the activity analysis with each worker.

f. The initial phase should be repeated for each new crew to work onsite, or any time acceptable specified quality standards are not being met.

3.4.3 Follow-up Phase. Daily checks shall be performed to assure control activities, including control testing, are providing continued compliance with contract requirements, until completion of the particular feature of work. The checks shall be made a matter of record in the QC documentation. Final follow-up checks shall be conducted and all deficiencies corrected prior to the start of additional features of work, which may be affected by the deficient work. The Contractor shall not build upon or conceal nonconforming work.

3.5 TESTS

3.5.1 Testing Procedure. The Contractor shall perform specified or required tests to verify that control measures are adequate to provide a product, which conforms to contract requirements. Upon request, the Contractor shall furnish to the Government duplicate samples of test specimens for possible testing by the Government. Testing includes operation and/or acceptance tests when specified. The Contractor shall perform the following activities and record and provide the following data:

1) Verify that testing procedures comply with contract requirements.

2) Verify that facilities and testing equipment are available and comply with testing standards.

2) Check test instrument calibration data against certified standards.

3) Verify that recording forms and test identification control number system, including all of the test documentation requirements, have been prepared.

4) Results of all tests taken, both passing and failing tests, will be recorded on the CQC report for the date taken. Specification paragraph reference, location where tests were taken, and the sequential control number identifying the test will be given. If approved by the Contracting Officer, actual test reports may be submitted later with a reference to the test number and date taken. An information copy of tests performed by an offsite or commercial test facility will be provided directly to the Contracting Officer.

Failure to submit timely test reports as stated may result in nonpayment for related work performed and disapproval of the test facility for this contract.

5) The Contractor shall provide a weekly summary of all tests taken and their results.

3.6 COMPLETION OF INSPECTION

3.6.1 Punch-Out Inspection. Near the completion of all work or any increment thereof the QC System Manager shall conduct an inspection of the work and develop a "punch list" of items which do not conform to the approved drawings and specifications. Such a list of deficiencies shall be included in the QC documentation, and shall include the estimated date by which the deficiencies will be corrected. The QC System Manager or staff shall make a second inspection to ascertain that all deficiencies have been corrected. Once this is accomplished, the Contractor shall notify the Government that the facility is ready for the Government "Pre-Final" inspection.

3.6.2 Pre-Final Inspection. The Government will perform this inspection to verify that the work is complete and ready for use. A Government "Pre-Final Punch List" may be developed as a result of this inspection. The Contractor's QC System Manager shall ensure that all items on this list have been connected and so notify the Government so that a "Final" inspection with the customer can be scheduled. Any items noted on the "Pre-Final" inspection shall be corrected in a timely manner. These inspections and any deficiency corrections required by this paragraph will be accomplished within the time slated for completion of the entire work or any particular increment thereof if the project is divided into increments by separate completion dates.

3.6.3 Final Acceptance Inspection. The Contractor's Quality Control Inspection personnel, his superintendent or other primary management person and the contracting Officer's representative will be in attendance at this inspection as well as additional Government personnel including, but not limited to, those from the Project Office. The Contracting Officer based upon results of the Pre-Final inspection will formally schedule the final acceptance inspection. Notice will be given to the Contracting Officer at least 5 days prior to the final acceptance inspection and must include the Contractor's assurance that all specific items previously identified to the Contractor as being unacceptable, along with all remaining work performed under the contract, will be complete and acceptable by the date scheduled for the final acceptance inspection. Failure of the Contractor to have all contract work acceptably complete for this inspection will be cause for the Contracting Officer to bill the Contractor for the Government's additional inspection cost.

3.6.4 Documentation. The Contractor shall maintain current records providing factual evidence that required quality control activities and/or tests have been performed. These records shall include the work of subcontractors and suppliers and shall be on an acceptable form that includes, as a minimum, the following information:

a. Contractor/subcontractor and their area of responsibility.

b. Operating plant/equipment with hours worked, idle, or down for repair.

c. Work performed each day, giving location, description, and by whom. When Network Analysis (NAS) is used; identify each phase of work performed each day by NAS activity number.

d. Test and/or control activities performed with results and references to specifications/drawings requirements. The control phase should be identified (Preparatory, Initial, and Follow-up). List deficiencies noted along with corrective action.

e. Quantity of materials received at the site with statement as to acceptability, storage, and reference to specifications/drawings requirements.

f. Submittals reviewed, with contract reference, by whom, and action taken.

g. Off-site surveillance activities, including actions taken.

h. Job safety evaluations stating what was checked, results, and instructions or corrective actions.

i. Instructions given/received and conflicts in plans and/or specifications.

j. Contractor's verification statement. These records shall indicate a description of trades working on the project; the number of personnel working; weather conditions encountered; and any delays encountered. These records shall cover both conforming and deficient features and shall include a statement that equipment and materials incorporated in the work and workmanship comply with the contract. The original and one copy of these records in report form shall be furnished to the Government daily within five days after the date(s) covered by the report, except that reports need not be submitted for days on which no work is performed. As a minimum, one report shall be prepared and submitted for every seven days of no work and on the last day of a no work period. All calendar days shall be accounted for throughout the life of the contract. The first report following a day of no work shall be for that day only. Daily reports shall be signed and dated by the QC System Manager and submitted to the Government inspector by no later than Noon of the following day. The report from the QC System Manager shall include copies of test reports and copies of reports prepared by all subordinate quality control personnel.

3.7 NOTIFICATION OF NON-COMPLIANCE

The Contracting Officer will notify the Contractor of any detected noncompliance with the foregoing requirements. The Contractor shall take immediate corrective action after receipt of such notice. Such notice, when delivered to the Contractor at the worksite, shall be deemed sufficient for the purpose of notification.