GS-07-P-15-UF-C-7002_Solicitation_Package.pdf

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GSA PBS 7PQ

ACQUISITION MANAGEMENT DIVISION

819 TAYLOR ST RM 12B01

FORT WORTH, TX 76102

See attached.

GSA PBS 7PQ

ACQUISITION MANAGEMENT DIVISION

819 TAYLOR ST RM 12B01

FORT WORTH, TX 76102

7PQ

SHAWNA VILLARREAL 817-850-5541

07/31/2015

08/31/2015

8 8

2:00 PM

GS-07-P-15-UF-C-7002

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PO BOX 17181

FORT WORTH, TX 76102

SCHEDULE Continued

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 The contractor shall provide all the necessary materials, supplies, labor, equipment and supervision necessary to complete the demolition and replacement of the 155 ton chiller #4 at the Pete Domenici Courthouse

Building in Albuquerque, New Mexico. All work shall be done in accordance with the Scope of Work dated 04/30/15.

The following item is hereby incorporated by reference:

Scope of Work, Dated 04/30/15

Exhibit A

Wage Determination NM150040, Dated 07/10/2015

The Agreement (C101-SB / APR 2015)

The Solicitation (C201-SB LPTA/ APR 2015)

Offerors Representations and Certifications (C301 /APR 2015)

Contractor shall provide payment bond, performance bond and insurance documents within 10 calendar days after contract award. Notice to Proceed will not be issued until all bonding and insurance are accepted.

The contractor shall be required to complete the entire work ready for use no later than 30 calendar days after Notice to Proceed is issued. Work shall be performed during normal working hours (7:00 am – 6:00 pm), Monday through Friday, excluding Federal holidays or as directed by GSA. If the contractor fails to complete the work within the time specified in the contract, the contractor shall pay liquidated damages to the Government in the amount of $296.00 for each calendar day of delay until the work is completed or accepted.

All contract employees working on premises at GSA owned and operated buildings are required to pass a security background check conducted by the Office of Personnel Management (OPM). The contractor shall provide the Contractor Information Worksheet (CIW) for each employee to GSA

R7Suitability at r7suitability@gsa.gov within 15 calendar days after contract award. The employee will receive detail instructions and access to the online application from accesscard@gsa.gov within a couple of days after they submit the CIW.

A Pre Proposal Conference is scheduled for Tuesday, August 18, 2015 at

1:00 PM MST at the Pete Domenici Courthouse Building in Albuquerque, New

Mexico. Contractor needS to verify all existing conditions at the job site prior to bidding on project. Failure to do so will not relieve contractor of his/her responsibility to properly estimate the cost of this project. This is the only opportunity contractors will get to visit the site to conduct a walk-through and ask questions. GSA will not have anyone available to accompany contractor or their representative (sub-contractors) after the scheduled pre proposal conference.

Proposal is due by 2:00 pm CST on Monday, August 31, 2015.

If you have any questions, please contact Shawna Villarreal, Contracting

Officer at Shawna.villarreal@gsa.gov.

mailto:r7suitability@gsa.gov mailto:accesscard@gsa.gov mailto:Shawna.villarreal@gsa.gov

GSA Public Buildings Service

Greater Southwest Region New Mexico Service Center Albuquerque, NM Office

SCOPE OF WORK

Project number ePM #30108 Replacement of 155 Ton Chiller #4

NM0050ZZ

Pete Domenici Courthouse Building 333 Lomas Blvd NW

Albuquerque, New Mexico 87102

Date: Revised 30 April 2015

Prepared by: Dana Ulanoff

SCOPE OF WORK

The contractor shall provide all materials, supplies, labor, equipment and supervision, necessary to complete the demolition and replacement of 155 ton chiller #4. Upon completion of the project, this chiller shall be connected to the common building chilled water loop.

New Chiller Requirements 155 tons of cooling Evaporator EWT/LWT (F) 53.4/43.5

Evaporator GPM- 372 Condenser EWT/LWT (F) 94.4/85 Condenser GPM- 465

Evaporator Pressure Drop (NTE) 4 psi Condenser Pressure Drop (NTE) 5 psi Minimum two compressor chiller

A. Demolition

1. Remove and reclaim refrigerant from an existing 155 ton water cooled chiller. (Chiller

#4)

2. Disconnect all electrical, controls, piping and associated equipment to chiller.

Remove all unused conduit/wiring back to panel boards and provide knock-out plugs at all unused openings.

3. Remove and dispose of properly one 155 ton water cooled chiller located in the chiller mechanical room.

B. Alterations

1. Provide and install one each 155 ton nominal capacity two compressor water cooled chiller with factory supplied evaporator/condenser water box and insulation option 1.5 inch. Installation shall be/have but not limited to:

i. Equal to or better than magnetic bearing Frictionless Centrifugal Chillers part

# WA044.2BG03.F2HBFA.F2AGFA.0N0 (See attached Spec Sheet).

ii. Oil free, magnetic bearing, magnetic high-speed variable speed centrifugal compressor(s).

iii. 460 volts, 3 phase

iv. Compressor suction and discharge isolation valves.

v. Step-less capacity control using multi-compressors, inlet guide vanes, and internal variable speed drives.

vi. Environmentally friendly refrigerant.

vii. Cleanable flooded evaporator providing low temperature approach and built to ASME standard.

viii. Water cooled cleanable shell and tube condenser built to ASME standard.

ix. High resolution electronic expansion valve(s).

x. ¾” (19mm) minimum closed cell insulation to prevent external condensation.

xi. Advanced Control System including integrated communication with compressor for precise capacity control and operational safeties.

xii. 12" color graphical interface with panel mounted touch-screen.

xiii. BACnet interface between the chiller and the BAS.

xiv. Single point electrical entry.

xv. Full refrigerant charge.

xvi. Chilled water: IFM – Thermal Dispersion Switch

xvii. Condenser water: IFM – Thermal Dispersion Switch

xviii. Dual pressure relief valves on evaporator and condenser

xix. Factory startup by a certified startup agent

xx. 5-year full chiller parts and labor warranty (including compressors)

xxi. 5-year refrigerant warranty

xxii. Factory installed epoxy coating on the condenser tube sheets , marine water boxes and end plates

xxiii. Remove and Replace the existing refrigerant monitor system with a new monitor system compatible of monitoring refrigerant R22 and refrigerant R134A at the same time. Must be compliant with ASHRAE 15 2010 mechanical code. System shall be a Sherlock 404 Monitor (or equal) including the following components: Include programming and system testing.

1. 1 ea Horn/strobe

2. 1 ea Bacnet controller with 30 I/O’s mounted

3. 4 ea Solid state refrigerant sensor

4. 2 ea Remote horn/strobe at each door allowing access to the mechanical area

5. Beldon 8770 (or equal) wiring for sensors, BMS, and strobe

6. Installation hardware

Integrate the new refrigerant monitoring equipment into the BAS using BACnet communication protocol. Create or modify the Chiller Plant graphics to display the Refrigerant monitor. Create an alarm point within the BAS and link to the remote notification email configuration page.

xxiv. Provide and install all necessary piping and insulation to match existing profiles. Provide and install all necessary piping hangers and/or support for new piping. Include new valve tags IAW current Valve Tag Schedule in the control room. Paint all piping to match existing color scheme. Paint color selection to be provided by GSA.

xxv. Provide and install all necessary water thermowell connections and include new thermometers and pressure gauges (4 thermometers/4 gauges) with associated hardware to provide shut off and removal during gauge removal.

Provide new manual isolation valves (4 each) and properly sized expansion devices 4 each.

xxvi. Provide and install all necessary and properly sized electrical conduit and electrical wiring for new chiller. Contractor will be responsible to verify existing electrical power and/or circuit breakers will handle new chiller’s electrical voltage and amperage. Provide and install properly sized transformers, electrical panel(s) and circuit breakers for new chillers as needed. Provide new panel schedules reflecting work accomplished.

xxvii. Contractor will repaint the chiller housekeeping pad with epoxy paint.

Approved paint/epoxy submittals are required.

xxviii. Bid documents shall include new chiller spec sheet for intended chiller manufacture that shall include intended chiller performance data.

2. The new chiller’s control system shall communicate with existing building automated system. Replacement Chillers shall be wired to and communicate by BACnet or directly to the Building's Niagara JACE Controller. The Chillers shall not be linked through a propriety building system controller. Contractor will be responsible to verify the existing BAS and provide all necessary wiring, controls, BACnet cards (if needed) to integrate chiller’s controls to BAS. The BAS Integration contractor shall include any mapping and linking changes of the MagLev chiller on the graphics page of the Lanham BAS including new piping, chiller layout and cooling tower. Contractor is responsible for licensing fee and drivers to connect/communicate with BACnet to the existing JACE. Chiller display/ chiller history/trending shall be connected to the BAS for viewing and controlling.

Provide the tonnage with the chiller graphic (ex: Smardt 155 Ton). Include links to the chiller history logs on the central plant page so that access to the trends are easily opened for analysis. The Contractor shall program the existing and any new feedback points using BACNET protocol intergraded into the existing BAS. The new chiller’s control system shall communicate with existing building automated system. Contractor will be responsible to verify the existing BAS and provide all necessary wiring, controls, and/or Bacnet cards (if needed) to integrate chiller’s controls to BAS. Automated valves shall provide reporting feedback on current status, history screens, and valve icons shall be visible on the BAS central plant page. All analog histories of new Chiller points shall be recorded in 15 minute intervals and stored in the building JACE controller for 14 days.

All discrete point histories shall be recorded both as 15 minute interval, 14 day FIFO history logs but also as COV histories storing 100 intervals within the JACE. All new

Chiller point histories shall be exported daily from the JACE to the hosting GSA BAS Server and to the GSA AMS Application for long term archival storage.

Integration Technician: Integration technician performing installation shall be certified on the Niagara AX JACE for both installation and maintenance of the system and shall have a minimum of 3 years experience performing the required tasks. The contractor shall provide with their offer the integration technician’s resume and certification documentation.

a. The new equipment shall be controlled by the BAS and be added to the sequence of operation the same as the chiller it replaced. The chiller control panel/gateway and all its points shall be added to the BAS.

b. Install new fast action (30 seconds or less from fully open to fully closed) automatic isolation valves (two positions) on the condenser and chilled water line for this chiller and incorporate in the BAS (Total two). These valves will eliminate water flowing through a chiller that is not operating. Actuator(s) shall have feedback signal for valve position and connected to the building automation system and displayed on the graphics page.

1. Contractor will be responsible to setting the pressure drop across the evaporator and condenser water heat exchanger.

2. Once project is completed and chillers are fully operational, contractor should rebalance the water flow and provide report to GSA Project Manager.

3. Contractor shall provide at a minimum 6 hours of training to GSA maintenance personnel including both classroom and hands on training.

4. Contractor shall provide a complete commissioning report to GSA Project manager once chiller is fully operational. All adjustments and balancing to the system shall be in accordance with manufacturer’s specifications.

5. Contractor will submit a disposal/waste management plan for GSA approval prior to commencing work at the job site.

C. Specifications and Requirements

1. Valves connections, accessories and operators

i. Provide threaded ends for valves 2.5 inches and smaller

ii. Provide flanged or grooved ends for valves 3 inch and larger

iii. For butterfly valves (isolation valves) provide lever handle, infinitely adjustable with lock nut and memory stop. Provide hot dipped galvanized extension stems, valve handles and gear actuators outdoors. Provide weatherproof galvanized cast iron gear operators for valves mounted outdoors.

2. Automatic isolation valves:

i. Type of end fitting: pattern to mate with ANSI 125 flange.

ii. Cast iron GG25 with stainless steel stem and ball.

3. Pipe insulation- Match existing size/type/color scheme and labeling.

4. Steel pipe and fittings:

i. Steel pipe, DN 50 (NPS 2) and smaller: ASTM A 53, type S (seamless) or type F (furnace butt welded), grade B, schedule 40, black steel, plain ends.

ii. Steel Pipe, DN 65 through DN 300 (NPS 2-1/2 through NPS 12): ASTM A 53, type E (electric-resistance welded), Grade B, Schedule 40, black steel, plain ends.

iii. Steel Pipe Nipples: ASTM A 733, made of ASTM A 53, Schedule 40, black steel; electric-resistance welded for DN 65 (NPS 2-1/2) and larger.

iv. Cast-Iron Threaded Fittings: ASME B16.4; Classes 125 and 250.

Malleable-Iron Threaded Fittings: ASME B16.3, Classes 150 and 300.

D. Final Preparations

1. Contactor shall provide two (2) sets of as-built drawings on compact disk (CD). As-built drawings shall be in Auto CAD format and shall illustrate all alterations performed under this contract. Final payment will not be authorized until all as-built drawings are provided.

2. Contractor shall provide three (3) copies of owner’s (O&M) manuals for architectural, mechanical and electrical equipment & systems. Contractor shall return all GSA Badges issued for this project. Final payment will not be authorized until all O&M manuals and badges are provided and returned.

E. Special Instructions

1. Contractors are to submit proposal with a detailed cost breakdown. Cost Breakdown shall be submitted in CSI Master Format 2010. Proposal to include make and model of all proposed equipment.

2. Contractor is responsible to comply with the “Buy American Act”. Buy American Act provides domestic construction material be used in performing this contract.

3. Contractor will be responsible to request and furnish all required overhead and/or road blocking permits from the City and or electrical/utility providers when using a crane at this location if the city street requires a blockage when off loading the chiller.

F. General Construction Requirements

1. Keep work areas clean on a daily basis.

2. Remove debris from site on a daily basis.

3. Protect all existing walls and furniture from damage.

4. Contractor is responsible for all damages to government property caused by him/her and their subcontractors.

5. Contractor is responsible for all dimensions and quantities.

6. Contractor shall field verify all existing conditions prior to submitting a bid.

SECURITY CLEARANCE REQUIREMENT

All contractor personnel performing working on premises at GSA owned and operated buildings are required to pass a security background check conducted by the Department of Homeland Security/Federal Protective Service. No contractor employee will be allowed to perform work on the building premises until employee has been determined to be suitable for hire by the Department of

Homeland Security/Federal Protective Service.

Contractor personnel performing work on the BAS under this contract must possess HSPD-12

Clearance and GAC Cards in order to access GSA secured networks and sites.

WORKING HOURS

Work not impacting normal building occupancy shall be performed during normal business hours Monday through Friday 7:00 am to 6:00 pm. Any work affecting normal building occupancy needs to be scheduled after normal business hours/weekends and approved by GSA building manager.

PERIOD OF PERFORMANACE

All work shall be completed within 30 calendar days after Chiller delivery. It is estimated that it will take

12-14 weeks to manufacture the chiller. A partial NTP will be issued to place the order on the equipment upon approved submittals.

LIQUIDATED DAMAGES

If substantial completion is not achieved, the Contracting Officer may assess liquidated damages at a rate of $296 per day.

PROJECT SCHEDULE

Contractor shall submit to the GSA Project Manager a project schedule which includes all tasks to be performed under this project, duration of each task and tentative date/s each task will be performed.

Project schedule must be approved by the GSA Project Manager prior to performing any work under this project. Microsoft Project or other similar format can be used for this schedule.

Note:

The following items will be addressed at the Pre-bid Conference and again at a Pre-work Conference:

1. On site storage.

2. Parking.

3. Use of elevators.

4. Access through secured area.

5. Contractor shall coordinate with the GSA mechanical maintenance contractor, for placing the fire alarm system in test mode prior to performing any work that may result in the activation of an alarm signal from the fire alarm system including but not limited to: connecting devices to fire alarm system, cutting, welding or other work that creates excessive dust. Contractor is responsible for all costs associated with placing the fire alarm system in test mode.

6. A GSA approved welding permit will be required before performing any cutting and welding.

Contractor shall contact the GSA Albuquerque, New Mexico office at least 24 hours in advance to request a permit for cutting and welding.

7. Contractor shall be responsible for all quantities, measurements, correct installation of all items and for any damages to the building, items such as parked vehicles and surrounding areas.

8. All materials, equipment and supplies to be incorporated into work under the terms of this contract shall have been “NEW” and “UNUSED” at time of award.

9. Materials of equipment containing asbestos in any form shall not be incorporated into this project.

10. All material, workmanship and equipment shall be subject to the inspection and approval by the Contracting Officer Representative. All work unsatisfactorily performed shall be promptly corrected and made acceptable for the Government.

MATERIAL TECHNICAL SPECIFICATIONS

Where a particular manufacturer's product is specified, it is not intended to discriminate against other manufacturer's which are equal in quality of material, workmanship, appearance and function to those specified. Rather, it is intended to establish and indicate the desired standard of quality. If any tests are required to determine the equality of any substitutes, such tests shall be made by an independent authority as approved by the government. All expenses related to proposed substitutions shall to be paid by the contractor. Proposed items are to be submitted with the bid and shall be a basis for the award of the contract.

All materials and equipment shall bear evidence of the Underwriter's Laboratories Inc. Label (UL) or approval of other nationally recognized independent testing organizations adequately equipped and competent to perform such services when these standards are required and such product listing is available.

PRODUCT DATA AND SAMPLES

1. Product Data: Contractor shall submit one electronic set of chiller product data including any valves, piping, insulation, BAS hardware, refrigerant monitoring system, catalog sheets, brochures, performance charts or other standard descriptive data provided by any subcontractor, supplier or distributor. Product Data must be certified by the contractor stating that it was reviewed and approved. Product to be used must be high lighted on the data sheet by the contractor. Product Data used for construction must bear GSA’s stamp certifying final review and approval. No product shall be used that does not bear such stamp. Submittals shall be identified on a submittal register provided by the contractor and transmitted using a transmittal letter.

2. Samples: Contractor shall submit physical samples establishing standards by which completed work is judged. Samples shall indicate color range, functional characteristics and shall represent exact material to be used on the project.

3. Safety Plan: Contractor shall submit a crane safety plan (if applicable) for crane erection and use. Include preferred location for crane set up, operator certification credentials, and crane inspection/certification documentation.

PERFORMANCE REQUIREMENT

1. The contractor shall field verify existing conditions prior to any demolition.

2. The contractor shall reinstall existing access panels; etc, back to their original location and condition after all work is completed.

3. The contractor shall remove and dispose of all construction debris as it accumulates on a daily basis.

4. Upon completion of work the contactor shall leave the premised clean and free of any debris.

APPLICABLE PUBLICATIONS

A. Department of Labor:

1. Occupational and Health Standards: (29 CFR part 1926).

2. Safety and Health Regulations for Construction: (29CFR part 1518).

3. Federal Code:

All renovations shall be in accordance with the current design requirements as found in the Federal Construction & Safety Standard, and Third Party approved structure design package.

Latest Edition of the following Codes/Regulations:

4. Fire Codes: All units shall meet or exceed all required Federal, State and Local Fire Codes.

5. Housing & Urban Development (HUD 24 CFR 3280).

6. National Electrical Code (NEC).

7. International Building Code (IBC).

8. International Mechanical Code (IMC).

9. International Plumbing Code (IPC).

10. American Society of Heating, Refrigeration and Air Conditioning (ASHRA).

11. Occupational and Safety Act (OSHA).

12. National Fire Protection Association (NFPA).

13. U.S. Environmental Protection Agency (EPA), “Mold Remediation in Schools and Commercial

Buildings.

B. Manufacture, installation and testing shall comply with manufacturer’s instructions and standards.

When more stringent requirements are call for either this S.O.W. or codes and regulations, the priority of precedence in compliance shall be:

1. Federal Requirements.

2. State Requirements.

3. Local Requirements.

4. Manufacturer’s Requirements.

5. Contractor’s Requirements.

WARRANTY

1. All workmanship and materials shall be warranted for a period of not less than three hundred sixty five (365) days from date of acceptance by the Government (Standard Warranty) plus extended compressor parts and labor warranty (4 years).

2. The contractor shall provide a copy of warranty of items procured. Warranty shall be in writing and shall include any conditions which may invalidate the warranty.

3. Warranty shall include procedures on how to exercise warranty rights. Provide points of contact in order to get services required.

4. Standard warranty shall be all inclusive of parts, labor and materials, related coverage and additional costs, if any.

5. Contractor shall provide all applicable manufacturers’ warranties at time of completion.

END OF SCOPE OF WORK

April 27, 2015

Smardt Inc · 1840 Trans Canada Hwy · Dorval Qc H9P 1H7 · (514) 426-8989 · Fax (514) 426-5757 ·

Customer: GSA Customer Ref:

Quoted for: Pete Domenici Court House Prepared By: Stuart Devaney

Date: April 27, 2015

EXHIBIT A

PART NUMBER DESCRIPTION

WA044.2BG03.F2HBFA.F2AGFA.0N0 Water Cooled Chiller

INCLUDED BY SMARDT:

Chiller(s) to be shipped Standard - Unit shipped fully assembled Chillers are ETL listed and certified to CSA C22.2 No.236 Conforming to ANSI/UL 1995 Power connection style: Single Point Power Connection Nema 1 Control enclosures - indoor use only Mechanical HP/LP switch.

ASME certified horizontal shell-and-tube heat exchangers.

Supporting baffles inside Standard EVAP and COND tubesheets High efficiency enhanced tubes Evaporator Insulation: Optional Thermal Insulation 11/2" (38 mm) Evaporator w/epoxy coated marine water boxes rated to 145psig fitted with Flanged Pipe

Connection Condenser w/epoxy coated marine water boxes rated to 145psig fitted with Flanged Pipe

Connection Chilled water : IFM – Thermal Dispersion Switch Condenser water : IFM – Thermal Dispersion Switch Dual pressure relief valves on evaporator and condenser mounted on changeover valve.

Factory Startup: Certified Startup Agent Connectivity: Modbus RTU (RS485), 5 year parts, labor and refrigerant warranty

NOT INCLUDED BY SMARDT:

Vibration isolation pad (not required by manufacturer) Rigging and providing access for equipment.

Piping from refrigerant pressure relief valves to outside.

Refrigerant monitor.

Seismic certification.

Performance test.

Sound test.

Harmonic or EMI Filters Extended warranties.

Any other item not mentioned above.

PERFORMANCE INFORMATION

Description Capacity Model

Centrifugal liquid chiller 155.0 tonsR WA044.2BG03.F2HBFA.F2AGFA.0N0

Options

W481 | E999 | C0 | XXXXXXXXXXXXX.XXXX.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX.XXXXXXXXXXX.XXXXXXXXXXXXXXX

Evaporator Data

Fluid Type Water Fluid Concentration (%) 0%

Flow Rate 372.0 US gpm Tube Material Cu 0.025” Enhanced Surface

Entering Fluid Temp 53.4°F Tube Wall Thickness 0.025Inch

Leaving Fluid Temp 43.5°F Circuit number of passes Two(2)

Fouling Factor 0.00010 h•ft²•ºF/Btu Constant speed flow min (pressure drop at flow)

220.2 USGPM (1.31 PSI)

Pressure Drop 3.87 psi (8.92 ft H2O)

Condenser Data

Fluid Type Water Fluid Concentration (%) 0%

Flow Rate 465.0 US gpm Tube Material Cu 0.025” Enhanced Surface

Entering Fluid Temp 85.0°F Tube Wall Thickness 0.025Inch

Leaving Fluid Temp 94.4°F Circuit number of passes Two(2)

Fouling Factor 0.00025 h•ft²•ºF/Btu Constant speed flow min (pressure drop at flow)

230.1 USGPM (0.47 PSI)

Pressure Drop 4.59 psi (10.59 ft H2O)

Physical Data

Length(ft) See product drawing Weight (Empty) 5800 lbs

Width(ft) See product drawing Weight (Operating) 6865 lbs

Height(ft) See product drawing Refrigerant Charge 534 lbs

Equipment Details

Capacity(TR) 155.0 tonsR Type of compressor TT300-G3-1-ST-E-O-NC

Unit Power(kW) 101.2 kW Full load Efficiency 0.653 kW/tonsR

Number of compressors 2 Compressor Efficiency 0.652 kW/tonsR

Compressor Power (kW) each

50.6 kW HFC 134a

Unit power characteristics

Supply Power 460 V MCA 160 A

Amps 142 A MOCP 231 A

15.1.0.0 April 27, 2015

AHRI CERTFIED PER 550/590

Program Scope

1.3.1 Program Scope Inclusions.

1.3.1.1 60 Hz WCCL Product Inclusions.

All compressor types;

Chillers rated with capacities >0 and ≤3000 tonsa [10,551 kW]b;

Hermetic & open type, electric motor driven;

Units selected for use within the range of Application Rating Conditions as per the Standard (part-load performance no less than 25% of the rated full load capacity);

Chillers with voltages ≤15,000 volts; and Positive Displacement Units intended for use with glycol or other secondary coolant for freeze protection with a leaving chilled fluid temperature above 32°F [0°C] are certified when tested with water at Standard Rating Conditions.

Notes:

a. Capacity refers to the capacity of Packaged Units rated at full load AHRI Standard 550/590 (I-P) Rating

Conditions and the capacity of Configurable Units rated at application full load operating conditions provided these conditions are within the scope of AHRI Standard 550/590 (I-P).

b. kW conversions provided for reference only.

1.3.1.2 50 Hz WCCL Product Inclusions All compressor types;

Chillers rated with capacities ≥200 and ≤3000 tonsa [703 and 10,551 kW]b;

Optional certification for chillers rated with capacities >0 and <200 tonsa [703kW]b (The Certify-All Policy does not apply to these units.);

Hermetic & open type, electric motor driven;

Units selected for use within the range of application rating conditions as per the Standard (part-load performance no less than 25% of the rated full load capacity);

Chillers with voltages ≤15,000 volts; and Positive Displacement Units intended for use with glycol or other secondary coolant for freeze protection with a leaving chilled fluid temperature above 32°F [0°C] are certified when tested with water at Standard Rating Conditions.

Notes:

a. Capacity refers to the capacity of Packaged Units rated at full load AHRI Standard 550/590 (I-P) Rating

Conditions and the capacity of Configurable Units rated at application full load operating conditions provided these conditions are within the scope of AHRI Standard 550/590 (I-P).

b. kW conversions provided for reference only.

1.3.2 Program Scope Exclusions. The following are exclusions for 50 Hz and 60 Hz WCCL products:

Condenserless chillers;

Evaporatively-cooled chillers;

Chillers that are not electrically driven Chillers with motors not supplied with the unit by the Participant; and Heat recovery & heat pump ratings are not certified; however, Participants may elect to certify these chillers in the cooling mode with this option turned off.

Units with condensers intended for use with glycol or other secondary coolants.

Units with evaporators intended for use with glycol or other secondary coolants not included in Sections

1.3.1.1 and 1.3.1.2.

Certified in accordance with the AHRI Water-Cooled Water Chilling Packages Using Vapor Compression Cycle Certification Program, which is based on AHRI Standard 550/590 (I-P) and AHRI Standard 551/591 (SI). Certified units may be found in the AHRI Directory at www.ahridirectory.org

WA044.2BG03.F2HBFA.F2AGFA.0N0

15.1.0.0

IPLV : 0.345 kW/tonsR (34.8 EER)

% Load Capacity Perf kW Chw Flow

Chw In Chw Out Cw Flow Cw In Cw Out

100 155.0 0.644 99.75 372.00 53.95 44.01 465.00 84.99 94.42

75 116.2 0.448 52.12 372.00 51.46 44.01 465.00 75.02 81.76

50 77.5 0.299 23.17 372.00 48.98 44.01 465.00 64.94 69.26

25 38.7 0.272 10.52 372.00 46.49 44.01 465.00 64.94 67.08

NPLV : 0.351 kW/tonsR (34.2 EER)

% Load Capacity Perf kW Chw Flow

Chw In Chw Out Cw Flow Cw In Cw Out

100 155.0 0.653 101.19 372.00 53.44 43.50 465.00 85.00 94.45

75 116.2 0.454 52.76 372.00 50.96 43.50 465.00 74.97 81.72

50 77.5 0.305 23.60 372.00 48.47 43.50 465.00 64.94 69.27

25 38.7 0.277 10.72 372.00 45.99 43.50 465.00 64.94 67.09

PPLV : 0.351 kW/tonsR (34.2 EER)

% Load Capacity Perf kW Chw Flow

Chw In Chw Out Cw Flow Cw In Cw Out

100 155.0 0.653 101.19 372.00 53.44 43.50 465.00 85.00 94.45

75 116.2 0.454 52.76 372.00 50.96 43.50 465.00 74.97 81.72

50 77.5 0.305 23.60 372.00 48.47 43.50 465.00 64.94 69.27

25 38.7 0.277 10.72 372.00 45.99 43.50 465.00 64.94 67.09

Sound Data

Description Global 60 Hz 125 Hz 250 Hz 500 Hz 1 kHz 2 kHz 4 kHz 8 kHz

Lw dB 87.8 68.7 83.2 79.7 76.3 81.1 75.6 77 75.9

Lw dB(A) 84.9 42.5 67.1 71.1 73.1 81.1 76.8 78 74.8

Lp dB(A) at

3.3 ft

76.9 34.5 59.1 63.1 65.1 73.1 68.8 70 66.8

WA044.2BG03.F2HBFA.F2AGFA.0N0

10 Point Part Load Value : 0.351 kW/tonsR (34.2 EER) Loa d

Capacity , tonsR kW/ton R kW Evaporato r Flow, US gpm

Evaporato r In Temp, °F

Evaporato r Out Temp, °F

Condense r Flow, US gpm

Condense r In Temp, °F

Condense r Out Temp, °F

100 155.0 0.653 101.1

372.00 53.44 43.50 465.00 85.00 94.45

90 139.5 0.562 78.34 372.00 52.45 43.50 465.00 80.99 89.30

80 124.0 0.487 60.43 372.00 51.46 43.50 465.00 76.98 84.23

70 108.5 0.423 45.92 372.00 50.46 43.50 465.00 72.96 79.21

60 93.0 0.361 33.54 372.00 49.47 43.50 465.00 68.95 74.22

50 77.5 0.305 23.60 372.00 48.47 43.50 465.00 64.94 69.27

40 62.0 0.333 20.65 372.00 47.48 43.50 465.00 64.94 68.43

30 46.5 0.287 13.33 372.00 46.48 43.50 465.00 64.94 67.52

20 31.0 0.274 8.51 372.00 45.49 43.50 465.00 64.94 66.66

10 15.5 0.326 * 5.05 372.00 44.49 43.50 465.00 64.94 65.81 Note: Part load entering condenser water temperatures vary linearly from design at 100% load to 64.95 °F at 50% load, and fixed at 64.95 °F for 50% to 0% loads.

WA044.2BG03.F2HBFA.F2AGFA.0N0

DIMENSIONS

L W W/Flash Econ H

98.4 in 50.9 in 66.9 in 80.6 in

A B C D

EVAPORATOR CONDENSER

IN OUT IN OUT

6.0 in 6.0 in 6.0 in 6.0 in

W/Flash Econ

General Decision Number: NM150040 07/10/2015 NM40

Superseded General Decision Number: NM20140040

State: New Mexico

Construction Type: Building

County: Bernalillo County in New Mexico.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis-Bacon Act for which the solicitation is issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/02/2015 1 01/30/2015 2 07/10/2015

ASBE0076-001 07/01/2014

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR (Includes application of all insulating materials, protective coverings, and coatings and finishings to all types of mechanical systems)..............$ 31.26 11.38

BRAZ0003-004 04/01/2014

Rates Fringes

BRICKLAYER.......................$ 23.32 7.33

CARP1319-003 06/01/2014

Rates Fringes

CARPENTER

Acoustical Ceiling Installation and Drywall Hanging Only................$ 23.40 8.42

CARP1319-010 06/01/2014

7/27/2015http://www.wdol.gov/wdol/scafiles/davisbacon/NM40.dvb?v=2

Rates Fringes

SCAFFOLD BUILDER.................$ 23.40 8.42

ELEC0611-012 04/28/2014

Rates Fringes

ELECTRICIAN

Excluding Low Voltage Wiring for Alarms and HVAC Temperature Controls Zone 1.....................$ 29.90 10.05

ZONE 1: 0 to 40 miles from the main Post Office in

ALBUUERQUE.

ZONE 2: Extending up to 10 miles beyond Zone 1, shall receive 9% above Zone 1 rate.

ZONE 3: Extending up to 20 miles beyond Zone 1, shall receive 15% above Zone 1 rate.

ZONE 4: Extending more than 20 miles beyond Zone 1, shall receive 26% above Zone 1 rate.

ENGI0953-014 06/01/2013

Rates Fringes

Power Equipment Operator

(2) Roller (Dirt and Grade Compaction).................$ 21.18 6.00

(3) Forklift................$ 21.58 6.00

(4) Asphalt Roller, Bulldozer, Grader/Blade, Loader (Front End)..........$ 21.97 6.00

(8) Backhoe, Crane..........$ 25.05 6.00

IRON0495-007 06/01/2014

Rates Fringes

IRONWORKER, STRUCTURAL

(Including Metal Building Erection; Excluding Metal Roof Installation)...............$ 26.12 12.73

Santa Fe County add $3.00 to base rate.

LABO0016-007 06/01/2009

Rates Fringes

LABORER

(3) Mason Tender-Brick, Pipelayer, Sandblaster, Plaster Tender..............$ 17.06 4.86

* PAIN0823-009 04/01/2015

Rates Fringes

DRYWALL FINISHER/TAPER...........$ 22.95 5.06

PLAS0254-004 06/01/2014

Rates Fringes

PLASTERER........................$ 21.39 7.55

PLUM0412-005 04/01/2013

Rates Fringes

PIPEFITTER (Including HVAC Pipe Installation)...............$ 31.14 12.43 PLUMBER (Excluding HVAC Pipe Installation)....................$ 31.14 12.43

SHEE0049-014 04/01/2011

Rates Fringes

Sheet Metal Worker (Including HVAC Duct and System Installation)....................$ 30.17 14.89

SUNM2010-021 11/09/2010

Rates Fringes

CARPENTER (Batt Insulation Only)............................$ 27.11 5.86

CARPENTER (Cabinet Installation Only)...............$ 20.46 7.25

CARPENTER (Form Work Only).......$ 21.02 3.95

CARPENTER, Excludes Acoustical Ceiling Installation, Batt Insulation, Cabinet Installation, Drywall Hanging, and Form Work...........$ 21.04 5.71

CEMENT MASON/CONCRETE FINISHER...$ 17.56 5.07

ELECTRICIAN (Low Voltage Wiring for Alarms and HVAC/Temperature Controls).......$ 28.51 3.94

FLOOR LAYER: Carpet and Vinyl....$ 16.29 4.19

GLAZIER..........................$ 20.15 3.48

IRONWORKER, ORNAMENTAL (Fence

Erection Only)...................$ 29.35 0.00

IRONWORKER, REINFORCING..........$ 21.55 4.12

IRONWORKER, STRUCTURAL (Metal Roof Installation Only)..........$ 17.66 6.42

LABORER: Common or General......$ 13.91 3.67

LABORER: Demolition.............$ 15.20 0.00

LABORER: Landscape & Irrigation.......................$ 17.64 0.25

LABORER: Mason Tender - Cement/Concrete..................$ 14.13 3.21

LABORER: Power Tool Operator, Including Hand Held Concrete Saws and Drills.........$ 14.42 4.35

LATHER...........................$ 17.08 0.00

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 20.74 0.35

OPERATOR: Drill.................$ 20.74 3.95

OPERATOR: Scraper...............$ 20.00 4.70

OPERATOR: Screed................$ 21.02 4.70

PAINTER: Brush, Roller and Spray, Excludes Drywall Finishing/Taping.................$ 16.51 2.14

ROOFER, Excludes Installation of Metal Roofs...................$ 13.64 0.50

SPRINKLER FITTER (Fire Sprinklers)......................$ 22.60 11.25

TILE FINISHER....................$ 14.02 0.00

TILE SETTER......................$ 15.96 0.00

TRUCK DRIVER: Dump Truck........$ 18.25 3.27

TRUCK DRIVER: Water Truck.......$ 14.15 3.66

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

GSA Contract No. GS-07-P-15-UF-C-7002

Document: C101-SB / APR 2015 (The Agreement)

Pages 1 of 32

Construction Contract for Chiller Replacement at the Pete V.

Domenici Courthouse in Albuquerque, NM The Agreement

Table of Contents

I. Project Information

A. Project Summary B. The Contract C. Period of Performance D. Work Conditions/Site Requirements E. Authorized Representative F. Liquidated Damages Rate G. Buy American Exceptions H. Statement of Work, Specifications, Drawings, Exhibits and Other Attachments

II. Prices

A. Basis of Pricing B. Contract Price Form

III. Terms and Conditions

A. Commencement, Prosecution, and Completion of Work B. Contractor Responsibilities C. Contractor Management and Personnel D. Project Schedule E. Extensions of Time F. Interpretation of Specifications and Drawings G. Submittals H. Substantial Completion and Contract Completion I. Use and Possession Prior to Substantial Completion J. Finality of Contract Modifications K. Liquidated Damages L. Insurance Requirements M. Order of Precedence N. Administrative Matters O. Non-Compliance with Contract Requirements P. Safeguarding Sensitive Data and Information Technology Resources Q. Options and Allowances R. Additional Terms and Conditions

IV. Contract Clauses

A. Clauses Incorporated in Full Text B. Clauses Incorporated by Reference C. Subcontract Requirements

(The Agreement)

Pages 2 of 32

I. Project Information

I.A. Project Summary

The contractor shall provide all the necessary materials, supplies, labor, equipment and supervision necessary to complete the demolition and replacement of the 155 ton chiller #4 at the Pete Domenici Courthouse Building in Albuquerque, New Mexico.

I.B. The Contract

(1) The Contract consists of the SF 1442, the Agreement, the Statement of Work, Specifications, Drawings, Exhibits, Amendments, Modifications, and other Attachments identified herein (collectively, the Contract Documents). The Contract contains the entire agreement of the Parties, and no prior written or oral agreement, express or implied, shall be admissible to contradict or modify any part of the Contract.

(2) The Contractor shall provide and pay for all labor, materials, equipment, tools, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution of the work described in and reasonably inferable from the Contract Documents (the Work), whether temporary or permanent. In consideration for, and upon condition of, the Contractor's completion of the Work, GSA shall pay the Contractor the price or prices established in Section II, subject to the terms and conditions set forth in this Contract.

I.C. Period of Performance

(1) Commencement. The Contractor shall commence performance of the Work within 10 days after the Contractor receives the Notice to Proceed (NTP).

(2) Substantial Completion. The Contractor shall achieve Substantial Completion of the Work, as that term is defined in this Agreement, no later than 25 calendar days from issuance of Notice to Proceed (NTP).

(3) Contract Completion. The Contractor shall achieve Contract Completion, as the term is defined in this Agreement, within 5 calendar days of Substantial Completion.

I.D. Work Conditions/Site Requirements

N/A

I.E. Authorized Representative

(1) This Contract is between the United States of America, acting by and through the Administrator of General Services (GSA), and the Contractor (the Parties). References in this Contract to "the Owner" or "the Government" shall be understood to refer to GSA.