W91238-12-R-0001 VOL 1 Technical Specs Div 01-49.pdf

DESIGN-BUILD REQUEST FOR PROPOSALS (RFP)

VOLUME 1 OF 2

PHASE 1

LLIIFFEE SSCCIIEENNCCEE TTEESSTT FFAACCIILLIITTYY

AADDDDIITTIIOONN

DUGWAY PG, UTAH

RFP NO. W91238-12-R-0001

SPECIFICATION FILE NO. 1825

DRAWING FILE NO. 180-25-379

BID DOCUMENTS (DIVISION 00) (UNDER SEPARATE COVER)

VOLUME 1 OF 2 - TECHNICAL SPECIFICATIONS DIVISION 01 thru

DIVISION 49

VOLUME 2 of 2 - ATTACHMENTS

US Army Corps of Engineers ® Sacramento District

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

Ready to Advertise DB-RFP

DB-RFP TABLE OF CONTENTS

Specifications

Drawings

ATTACHMENT A: Site Photographs

ATTACHMENT B: Cut Sheets

ATTACHMENT C: Room Data Sheets (room by room requirements)

ATTACHMENT D: Environmental Report

ATTACHMENT E: Geotechnical Information

ATTACHMENT F: Topographical Report

ATTACHMENT G: Fire Hydrant Test Report

ATTACHMENT H: Installation Design Guide

ATTACHMENT I: Preparing As-Built Drawings

ATTACHMENT J: MILCON Project Closeout

ATTACHMENT K: As-Builts for Existing Facilities

SPECIFICATIONS

DIVISION 00: PROCUREMENT AND CONTRACTING REQUIREMENTS

(PROVIDED BY SPK CONTRACTING GROUP)

00 01 00 Pricing Schedule

00 01 15 List of Drawings

00 22 13 Supplementary Instructions to Bidders

00 41 00 Bid Schedules

DIVISION 01: GENERAL REQUIREMENTS

01 00 00.00 41 General Requirements

01 10 10 Specific Technical Engineering and Design Criteria

01 10 11 Functional Design Criteria Room By Room Requirements

01 11 00 Summary of Work

01 30 00 Administrative Requirements

01 32 01.00 10 Project Schedule

01 33 00 Submittal Procedures

01 33 16 Design After Award

01 33 29 LEED(TM) Documentation

01 35 26 Governmental Safety Requirements

01 42 00 Sources for Reference Publications

01 45 00.00 10 Quality Control

01 45 00.10 10 Quality Control System (QCS)

01 50 00 Temporary Construction Facilities and Controls

01 57 20.00 10 Environmental Protection

01 57 23 Temporary Storm Water Pollution Control

01 58 00 Project Identification

01 62 35 Recycled / Recovered Materials

01 74 19 Construction and Demolition Waste Management

01 75 00 Starting and Adjusting

01 78 00 Closeout Submittals

01 78 23 Operation and Maintenance Data

DIVISION 02: EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03: CONCRETE

03 11 13.00 10 Structural Cast-In-Place Concrete Forming

03 15 00.00 10 Concrete Accessories

03 20 00.00 10 Concrete Reinforcing

03 30 00.00 10 Cast-In-Place Concrete

03 35 19 Concrete Staining

03 35 00.00 10 Concrete Finishing

DIVISION 04: MASONRY

04 20 00 Masonry

DIVISION 05: METALS

05 12 00 Structural Steel

05 12 13 Architecturally Exposed Structural Steel Framing

05 21 19 Open Web Steel Joist Framing

05 50 14 Structural Metal Fabrications

05 51 00 Metal Stairs

05 52 00 Metal Railings

05 53 00 Metal Gratings

DIVISION 06: WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry

06 20 00 Finish Carpentry

06 41 16.00 Laminate Clad Architectural Casework

06 61 16 Solid Polymer (Solid Surfacing) Fabrications

DIVISION 07: THERMAL AND MOISTURE PROTECTION

07 21 13 Board and Block Insulation

07 21 16 Mineral Fiber Blanket Insulation

07 24 00 Exterior Insulation and Finish Systems

07 53 23 Ethylene-Propylene-Diene-Monomer Roofing

07 60 00 Flashing and Sheet Metal

07 61 00 Sheet Metal Roofing

07 71 00 Roof Specialties

07 71 29 Manufactured Roof Expansion Joints

07 72 00 Roof Ventilators, Gravity-Type

07 84 00 Firestopping

07 84 46 Fire Resistant Joint Systems

07 92 00 Joint Sealants

07 95 00 Expansion Control

DIVISION 08: OPENINGS

08 11 13 Steel Doors and Frames

08 14 00 Wood Doors

08 33 23 Overhead Coiling Doors

08 41 13 Aluminum-Framed Entrances and Storefronts

08 45 23 Fiberglass-Sandwich-Panel Assemblies

08 51 13 Fire-Rated Aluminum Windows

08 71 00 Door Hardware

08 81 00 Glazing

08 91 00 Metal Louvers

DIVISION 09: FINISHES

09 29 00 Gypsum Board

09 30 00 Ceramic Tile, Quarry Tile, and Paver Tile

09 51 00 Acoustical Ceilings

09 65 00 Resilient Flooring

09 67 23.16 Fuel Resistive Resinous Flooring, 5-Coat System

09 68 00 Carpet

09 90 00 Paints and Coatings

09 96 00 High-Performance Coatings

DIVISION 10: SPECIALTIES

10 14 01 Exterior Signage

10 14 02 Interior Signage

10 21 13 Toilet Compartments

10 26 13 Wall and Corner Guards

10 28 13 Toilet Accessories

10 44 16 Fire Extinguishers

10 51 13 Metal Lockers

DIVISION 11: EQUIPMENT

11 40 00 Environmental Rooms

DIVISION 12: FURNISHINGS

12 24 13 Roller Window Shades

12 31 00 Manufactured Metal Casework

12 36 00 Countertops

12 48 13.13 Entrance Floor Mats

DIVISION 21: FIRE SUPPRESSION

21 00 00 Fire Suppression Systems

DIVISION 22: PLUMBING

22 00 00 Plumbing, General Purpose

22 05 48.00 20 Mechanical Sound, Vibration, and Seismic Control

22 07 19.00 40 Plumbing Piping Insulation

22 10 00.00 10 Vertical Pumps, Axial-Flow and Mixed-Flow Impeller-Type

22 15 09.00 40 General Service Compressed-Air Systems Cleaning Procedures

22 15 14.00 40 General Service Compressed-Air Systems, Low Pressure

22 31 00 Water Softeners, Cation-Exchange (Sodium Cycle)

22 60 70 Gas and Vacuum Systems for Healthcare Facilities

DIVISION 23: HEATING, VENTILATING AND AIR CONDITIONING

23 00 00 Air Supply, Distribution, Ventilation, and Exhaust Systems

23 03 00.00 20 Basic Mechanical Materials and Methods

23 05 15 Common Piping for HVAC

23 05 48.00 40 Vibration and Seismic Controls for HVAC Piping and Equipment

23 05 93 Testing, Adjusting, and Balancing for HVAC

23 07 00 Thermal Insulation for Mechanical Systems

23 08 00.00 10 Commissioning of HVAC Systems

23 08 01.00 20 Testing Industrial Ventilation Systems

23 09 13.34 40 Control Valves, Self-Contained

23 09 23.13 20 BACnet Direct Digital Control Systems for HVAC

23 09 33.00 40 Electric and Electronic Control System for HVAC

23 09 53.00 20 Space Temperature Control Systems

23 11 25 Facility Gas Piping

23 21 13.00 20 Low Temperature Water (LTW) Heating System

23 22 13.35 40 Steam Traps

23 22 23.00 40 Steam Condensate Pumps

23 22 25.00 40 Steam Valves

23 23 00 Refrigerant Piping

23 25 00 Chemical Treatment of Water for Mechanical Systems

23 31 13.00 40 Metal Ducts

23 35 19.00 20 Industrial Ventilation and Exhaust

23 37 13.00 40 Diffusers, Registers, and Grills

23 40 00.00 10 Chemical, Biological, and Radiological (CBR) Air Filtration System

23 41 13.00 40 Panel Filters

23 52 46.00 20 Low Pressure Water Heating Boilers (Under 800,000 BTU/HR Output)

23 52 49.00 20 Steam Boilers and Equipment (500,000 -18,000,000 BTU/HR)

23 64 00 Packaged Water Chillers, Absorption Type

23 65 00 Cooling Towers

23 72 00.00 10 Energy Recovery Systems

23 73 13.00 40 Modular Indoor Central-Station Air-Handling Units

23 76 00.00 10 Evaporative Cooling Systems

DIVISION 25: INTEGRATED AUTOMATION

25 08 10 Utility Monitoring and Control System Testing

DIVISION 26: ELECTRICAL

26 00 00.00 20 Basic Electrical Materials and Methods

26 05 00.00 40 Common Work Results for Electrical

26 05 19.00 10 Insulated Wire and Cable

26 05 48.00 10 Seismic Protection for Electrical Equipment

26 05 71.00 40 Low-Voltage Overcurrent Protective Devices

26 08 00 Apparatus Inspection and Testing

26 12 19.10 Three-Phase Pad-Mounted Transformers

26 20 00 Interior Distribution System

26 23 00 Switchboards and Switchgear

26 28 01.00 10 Coordinated Power System Protection

26 32 14.00 10 Diesel-Generator Set, Stationary 15-300 KW, Standby Applications

26 32 33.00 10 Uninterruptible Power Supply (UPS) System above 15 KVA Capacity

26 36 23.00 20 Automatic Transfer Switches

26 41 01.00 10 Lightning Protection System

26 42 14.00 10 Cathodic Protection (Sacrificial Anode)

26 51 00 Interior Lighting

26 56 00 Exterior Lighting

DIVISION 27: COMMUNICATIONS

27 10 00 Building Telecommunications Cabling System

27 51 16 Radio and Public Address Systems

DIVISION 28: ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 Grounding and Bonding for Electronic Safety and Security

28 20 01.00 10 Electronic Security System

28 31 76 Interior Fire Alarm and Mass Notification System

DIVISION 31: EARTHWORK

31 00 00 Earthwork

31 11 00 Clearing and Grubbing

31 62 23.13 Cast-In-Place Concrete Piles, Steel Casing

31 63 16 Auger Cast Grout Piles

31 63 26 Drilled Caissons

31 63 29 Drilled Concrete Piers and Shafts

DIVISION 32: EXTERIOR IMPROVEMENTS

32 01 19 Field Molded Sealants for Sealing Joints in Rigid Pavements

32 11 23 Aggregate and/or Graded-Crushed Aggregate Base Course

32 11 26 Bituminous Base Course

32 12 10 Bituminous Tack and Prime Coats

32 12 16 Hot-Mix Asphalt (HMA) for Roads

32 16 13 Concrete Sidewalks and Curbs and Gutters

32 17 24.00 10 Pavement Markings

32 31 13 Chain Link Fences and Gates

DIVISION 33: UTILITIES

33 11 00 Water Distribution

33 30 00 Sanitary Sewers

33 70 02.00 10 Electrical Distribution System, Underground

33 82 00 Telecommunications Outside Plant (OSP)

DIVISION 01

General Requirements

Dugway Proving Ground 1825 Life Science Test Facility Addition

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 41

GENERAL REQUIREMENTS

10/10

PART 1 GENERAL

1.1 REFERENCES

1.2 SCRAP MATERIAL

1.3 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.4 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.5 TEMPORARY ELECTRIC WIRING

1.5.1 Temporary Power and Lighting

1.5.2 Construction Equipment

1.5.3 Circuit Protection

1.6 UTILITIES

1.7 GENERAL SAFETY REQUIREMENTS

1.7.1 General

1.7.2 The Prime Contractor's Superintendent

1.7.3 Job Hazard Analysis

1.7.4 Violations

1.7.5 Fire Prevention

1.7.5.1 Inspections

1.7.6 Recordkeeping/Reporting Requirements

1.7.7 Accident Reporting

1.8 PLANNED UTILITY OUTAGES

1.9 EXCAVATION PERMITS

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.10.1 Time Extension

1.10.2 Monthly Anticipated Adverse Weather Delays

1.10.3 Documentation

1.11 SPECIAL CONSTRUCTION PROCEDURES

1.12 MANDATORY WORK STOPPAGES

1.13 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

1.14 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS (1985 JAN HQ USACE)

1.15 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.16 WARRANTY OF CONSTRUCTION

1.17 AFTER AWARD DOCUMENTS (Contractor Prepared)

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 00 00.00 41 Page 1

SECTION 01 00 00.00 41

GENERAL REQUIREMENTS

10/10

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2011; TIA 11-1; Errata 2011) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Change 1-2010; Change 3-2010;

Errata 1-2010) Safety and Health Requirements Manual

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1904 Recording and Reporting Occupational Injuries and Illnesses

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the contract price.

1.3 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, the Contractor shall obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the contract. The Contractor shall furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.4 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, the Contractor shall promptly furnish and shall cause any subcontractors to furnish, in like manner, unit

SECTION 01 00 00.00 41 Page 2 prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

1.5 TEMPORARY ELECTRIC WIRING

1.5.1 Temporary Power and Lighting

The Contractor shall provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1. The Contractor, or his delegated subcontractor, shall enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work shall be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.5.2 Construction Equipment

In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment shall be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring shall be secured above the ground or floor in a workmanlike manner and shall not present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.5.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, all 15 and 20-ampere receptacle outlets used for obtaining power during construction shall have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws shall also be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI's except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets shall have GFCI'S, and shall be properly grounded. A testing means shall be provided which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.6 UTILITIES

If the Contractor encounters, within the construction limits of the entire project, utilities not shown on the plans and not visible as to the date of this contract and such utilities will interfere with construction operations, he shall immediately notify the Contracting Officer in writing to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, the Contractor shall be entitled to equitable adjustment for any additional pertinent work or delay.

1.7 GENERAL SAFETY REQUIREMENTS

1.7.1 General

For information regarding specific Safety Requirements see Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Refer to EM 385-1-1, (see Contract

SECTION 01 00 00.00 41 Page 3

Clauses, Section 00700, ACCIDENT PREVENTION) and the Occupational Safety and Health Act (OSHA) Standards for Construction 29 CFR 1926; General Industry Standards 29 CFR 1910; and the National Fire Protection Association Codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable.

1.7.2 The Prime Contractor's Superintendent

The Prime Contractor's superintendent shall take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis (see below), tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.

1.7.3 Job Hazard Analysis

Based on the construction schedule, submit a job hazard analysis of each major phase of work prior to entering that phase of activity. The analysis shall include major or high risk hazards, as well as commonly recurring deficiencies that might possibly be encountered for that operation, and shall identify proposed methods and techniques of accomplishing each phase in a safe manner. The Prime Contractor's superintendent shall take active participation in the Job Hazard Analysis, including the subcontractors' work. Prior to start of actual work a meeting shall be held with Prime Contractor, Government, and affected subcontractor to review the Job Hazard Analysis. In addition, job site meetings shall be held to indoctrinate foreman and workers on details of this analysis.

1.7.4 Violations

If recurring violations and/or gross violation indicate that the safety performance is unsatisfactory, corrective action shall be taken as directed, and at the discretion of the Contracting Officer the retention or some part thereof will be withheld from the progress payment until corrective action has been completed.

1.7.5 Fire Prevention

Cutting or welding will be permitted only in areas that are or have been made fire safe. Where possible, all combustibles shall be located at least 35 feet horizontally from the work site. Where such location is impracticable, combustibles shall be protected with fire blankets and/or protective welding screens to prevent slag from running out of the work area. Edges of covers at the floor shall be tight to prevent sparks from going under them. This precaution is also important at overlaps where several covers are used to protect a large pile. The Contractor shall not allow any welding/cutting or open flame operations in facilities that are protected by a wet pipe fire sprinkler or an automatic detection system, if the system is out of service. First priority of work will be to return the suppression/detection system to operational condition. Return the fire detection and/or suppression system back to an operational status (if possible) during periods that the facility is unoccupied, and at the end of the work day. The Contractor shall post a fire guard for a 24 hour period (or certify to the Fire Department that the facility is safe) after welding, cutting, and open flame operations in a facility when: (a) fire detection and suppression system can not be returned to service; (b) fire detection or suppression systems do not exist. Other fire prevention precautions shall be in accordance with the latest National Fire Codes.

SECTION 01 00 00.00 41 Page 4

1.7.5.1 Inspections

All construction sites are subject to fire and safety inspections without notice. Any violation of fire and safety standards may result in a work stoppage at the expense of the Contractor.

1.7.6 Recordkeeping/Reporting Requirements

On all contract operations, record and report all accident exposure and experience incident work. (This includes exposure and experience of the prime contractor and sub-contractor(s)). As a minimum these records shall include exposure work-hours and a log of occupational injuries and illnesses. (OSHA Form 300 or state equivalent as prescribed by 29 CFR 1904 ) Refer to EM 385-1-1, 01.D.04.

1.7.7 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, submit at the 50% point and 100% of project completion, a written summary of worker's compensation claims filed by workers on the project. The report will include all subcontractors. The main report covering the Prime Contractor claims will be certified as "correct and true" by the Contractor's compensation insurance carrier. The same certification will be required for subcontractor reports.

1.8 PLANNED UTILITY OUTAGES

All utility outages shall be of as short a duration as possible and shall be scheduled as far in advance as possible with the Contracting Officer, in no case less than 21 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages for particular installations and the maximum time allowed for each. The Contractor shall strictly observe such schedules and the contractor will be held responsible for any violations.

Power outages shall be restricted to off-duty hours and weekends. Other utilities may be connected during normal working hours with the outage duration as short as possible. All outages shall be scheduled as far in advance as possible with the Contracting Officer and in no case less than 14 days before the outage or closure. Obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of utility outages for particular installations and the maximum time allowed for such outage. The Contractor shall strictly observe such schedules and will be held responsible for any violations.

1.9 EXCAVATION PERMITS

One dig permit will be issued to the Contractor from the DPG ,through the Contracting Officer. The appropriate form, for this request, may be obtained from Mike Robinson at(435)831-7058. Processing time required is 30 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

(A) Prior to being allowed to perform any excavation at Dugway Proving Ground, the Contractor shall obtain a permit for excavation. The permit shall be issued by Dugway Proving Ground through the Corps of Engineers.

(B) The Contractor shall make application for the permit to the Resident Office by taking the following steps:

SECTION 01 00 00.00 41 Page 5

(1) Prepare duplicate site plans or prepared plans, indicating all areas of excavation and the depth and width of excavations.

(2) Prepare a schedule, or show on the site plans a schedule, indicating the planned dates of excavation.

(3) Blue Staking,is required in the field, all areas indicated on the plans for excavation. Requests to DPG for blue staking must be made 72 hours prior to excavation.

(C) The Contractor shall allow a minimum period of thirty calendar days for completion of the excavation permit process by Dugway. No excavation will be permitted until the excavation permit is issued.

(D) Dugway regulations require the presence of a Dugway Safety Officer representative at the site during all excavation operations. The Contractor will therefore be required to schedule excavations in advance; unscheduled excavation work will not be allowed.

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.10.1 Time Extension

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE, Section 00700, entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.10.2 Monthly Anticipated Adverse Weather Delays

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON 5-DAY WORK WEEK

DUGWAY, TOOELE

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

20 16 14 9 5 3 2 2 2 5 13 21

1.10.3 Documentation

Upon acknowledgement of the Notice to Proceed (NTP) and continuing

SECTION 01 00 00.00 41 Page 6 throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Refer to ER 415-1-15.

1.11 SPECIAL CONSTRUCTION PROCEDURES

(A) Work Schedule:

Contractor will be required to perform the work required on this project within the normal hours of the workweek at Dugway Proving Ground. The workweek at Dugway Proving Ground is Monday through Thursday, with normal hours from 7:00 am to 5:30 pm. The Contractor is responsible for making an evaluation of this required four (4) day, forty (40) hour work week and include this requirement in the preparation of his bid. The Contractor's progress schedule shall reflect this requirement for a four (4) day, forty (40) hour work week. The Contractor can operate outside of normal working hours, following request and approval of DPG and the Contracting Officer.

(B) The proposed construction location:

The proposed construction is located at the Dugway Proving Grounds (Secure Area). Security procedures for access to the area may have a significant influence on the Contractor's method and schedule for work performance. Any or all of the following security procedures may apply to Contractor's personnel and materialmen seeking access to the project site:

a. Initial and subsequent issue of access badge.

b. Vehicle passes and vehicle safety inspection by Army personnel.

c. Denial of access of certain personnel, including foreign nationals.

d. Attendance at safety briefings by Post prior to entering area.

e. Issue and maintenance of protective mask (personnel must be clean shaven to wear masks).

f. Blood tests are not required for contractor personnel.

g. Exchange badge procedure for access to secure area.

h. Inspection of vehicles and contents upon entering/departing area.

i. Restrictions on storage of material within secure area.

j. Required demobilization of construction equipment stored in secure area.

k. Escorts and restrictions on personnel movements in secure area.

l. Limitations on guard changes and unscheduled Contractor work.

m. Restrictions on smoking and eating in secure area.

n. Mandatory evacuation of area if ordered.

o. Additional chemical safety procedures required if storage buildings are to be opened or entered by Contractor.

p. Inoculations may be required for Contractor personnel.

The Contractor is responsible for making an evaluation of the above and for including reasonable costs within the bid price for normal security procedures in effect for the project location. Additional information is available from the Security Office at Dugway Proving Ground and it is strongly suggested that Contractors contact the Security Office prior to bid times.

1.12 MANDATORY WORK STOPPAGES

(A) A mandatory work stoppage occurs whenever the Contractor is restricted from working a full workday and is unable to reallocate work forces to

SECTION 01 00 00.00 41 Page 7 other locations. All costs associated with five mandatory work stoppages must be included in the bid price. No additional compensation or extension to the Contract performance period will be given as a result of five mandatory work stoppages.

(1) In the event that the Contractor's work force is required to evacuate any part of the working area during working hours established by the Contractor for this contract, the Government will then make an adjustment under the clause entitled, FAR 52.212-12 SUSPENSION OF WORK, see Section 00700. The Government's liability will be considered to be limited to reimbursement for loss of time of Contractor's employees and equipment which otherwise would have been employed on the job.

The completion time for any part of the work will not be extended if the total number of working hours of work stoppage does not exceed 0.8 times the number of calendar days in the period between the date of notice to proceed and the specified completion date.

In the event the Contractor is required to evacuate the area in excess of the time specified above, the completion times will be adjusted.

(2) The Contractor may be required, without advance notice, to move work to a different location. The Contractor shall be prepared to increase or decrease his work forces with appropriate trades to perform work in the relocated work areas at no additional cost to the Government.

(B) Notify the Contracting Officer when a mandatory work stoppage occurs for recording purposes. Otherwise, the work stoppage will not be credited to the Contractor.

1.13 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

(A) Nuclear methods are not acceptable for soil and soil-aggregate density tests required by this contract except as stated in DIVISION 2.

Testing for official results shall be conducted as specified in DIVISION 2 of this contract. If the Contractor proposes to use meters containing radioactive materials to obtain unofficial results for his own convenience, the Contractor shall adhere to the following requirements:

(B) In accordance with 06.E of EM 385-1-1, Safety and Health Requirements Manual, the Contractor shall obtain a service permit to use, store, operate, or handle a radiation producing machine or radioactive materials on a Department of Defense (DoD) Installation. The service permit shall be obtained from the appropriate U.S. Army Command through the Contracting Officer's Representative. The Contractor should notify the Contracting Officer during the pre-work conference if a radiation producing device will be utilized on a DoD Installation in order to determine the permit application requirements, and allow a lead time of 45 days for obtaining a permit.

(C) The Contractor is responsible for providing a copy of any Nuclear Regulatory Commission (NRC) licenses per the Code of Federal Regulations 10 CFR "Energy" for all radioactive sources brought onto the DoD installation by the Contractor and/or subcontractors. These licenses shall be provided to the Contracting Officer's Representative, before the radioactive sources is allowed on the DoD installation.

SECTION 01 00 00.00 41 Page 8

1.14 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS (1985 JAN HQ USACE)

(A) Full-time, on-site, safety coverage by contractors shall be required for the life of the contract.

(B) The following conditions shall be met:

(1) The Contractor shall employ, to cover all hours of work at the project site(s), at least one safety and health person to manage the Contractor's safety program; duties which are not germane to the safety program shall not be assigned to this person(s). The principal safety and health person shall report to and work directly for the Contractor's top on-site manager, corporate safety office, or other high-level official of equivalent position. The safety and health person(s) shall have the authority to take immediate steps to correct unsafe or unhealthful conditions. The employment of a safety and health person(s) shall not abrogate the safety and health responsibilities of other personnel.

(2) Qualifications for Safety and Health Person(s).

(a) Safety and Health Person(s) shall have a degree in engineering or safety in at least a four year program from an accredited school and shall have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and shall have at least one (1) year experience in construction, or--

(b) Safety and Health Person(s) shall have legal registration as a Professional Engineer or a Certified Safety Professional and shall have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and shall have at least one (1) year experience in construction, or--

(c) Safety and Health Person(s) shall have a degree other than that specified in paragraph, Qualifications for Safety and Health Person(s) above, and shall have been engaged in safety and occupational health for at least three (3) years of experience (no time being credited to these three (3) years unless at least fifty

(50) percent of the time each year was devoted to safety and occupational health) and shall have at least two (2) years experience in construction, or--

(d) In lieu of a degree, Safety and Health person(s) shall have been engaged in safety and occupational health for at least five

(5) years of experience (no time being credited to these five (5) years unless at least fifty (50) percent of the time each year was devoted to safety and occupational health) and shall have at least two (2) years experience in construction.

(e) First aid work is not a creditable experience.

(3) The name and qualifications of the nominated safety and health person(s) shall be furnished to the Contracting Officer for acceptability and a functional description of duties shall be provided prior to the pre-work conference.

SECTION 01 00 00.00 41 Page 9

NOTE: The Contractor shall have one or more Safety and Health Persons, each of whom meets the qualifications of (B)(2) Qualifications for Safety and Health Person(s), physically present on the actual site of the work whenever work of any sort is being performed by a Contractor, subcontractor, or supplier personnel on the work site. The foregoing clause language shall not be interpreted to contravene this note.

1.15 COLOR SCHEME FOR CONTRACTOR FACILITIES

(A) All Contractor storage and operational facilities including temporary structures, signs and fencing, that remain at the site shall be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

1.16 WARRANTY OF CONSTRUCTION

(a) Performance Bond.

(1) It is understood that the Contractor's Performance Bond will remain effective throughout the life of all warranties and warranty extensions.

(2) In the event the Contractor or his designated representative fails to commence and diligently pursue any work required under the Warranty of Construction Section of the Technical Provisions within a reasonable time after receipt of written notification pursuant to the requirements thereof, the Contracting Officer shall have a right to demand that said work be performed under the Performance Bond by making written notice on the surety. If the surety fails or refuses to perform the obligation it assumed under the Performance Bond, the Contracting Officer shall have the work performed by others, and after completion of the work, shall make demand for reimbursement of any or all expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

(3) Warranty repair work which arises to threaten the health or safety of personnel, the physical safety of property or equipment, or which impairs operations, habitability of living spaces, etc., will be handled by the Contractor on an immediate basis as directed verbally by the Contracting Officer or his authorized representative. Written verification will follow verbal instructions. Failure of the Contractor to respond as verbally directed will be cause for the Contracting Officer or his authorized representative to have the warranty repair work performed by others and to proceed against the Contractor as outlined in the paragraph b. above.

(b) Pre-Warranty Conference. Prior to contract completion and at a time designated by the Contracting Officer or his authorized representative, the Contractor shall meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of SECTION 00700, Paragraph, WARRANTY OF CONSTRUCTION, of this specification.

Communication procedures for Contractor notification of warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer or his authorized representative for the execution of the construction warranty shall be established/reviewed at this meeting.

In connection with these requirements and at the time of the

SECTION 01 00 00.00 41 Page 10

Contractor's quality control completion inspection, the Contractor will furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue warranty work action on behalf of the Contractor. This single point of contact will be located within the local service area of the warranted construction, will be continuously available, and will be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of his responsibilities in connection with Section 00700, Paragraph, WARRANTY OF CONSTRUCTION.

(c) Equipment Warranty Identification Tags. The Contractor shall provide warranty identification tags on all equipment installed under this contract.

(d) Contractor's Response to Warranty Service Requirements. The following warranty service requirements are applicable to this contract.

Following notification by the Contracting Officer or the Contracting Officer's Representative the Contractor shall respond to a warranty service requirement identified by the Contracting Officer's Representative in accordance with the "Warranty Service Priority List" of this program. This list prioritizes warranty work into the categories:

First Priority 1A Perform on site inspection to evaluate situation, determine course of action, initiate work within 24 hours and work continuously to completion or relief.

Second Priority 1B Perform on site inspection to evaluate situation, determine course of action, initiate work within 48 hours and work continuously to completion of relief.

Third Priority All other work to be initiated within 5 work days and work continuously to completion or relief.

The "Warranty Service Priority List" shall be compiled by the Contractor and approved by the Contracting Officer.

Should parts be required to complete the work and the parts are not immediately available the Contractor shall have a maximum of 12 hours after arrival at the job site to provide the Contracting Officer's Representative with firm written proposals for emergency alternatives and temporary repairs for Government participation with the Contractor to provide emergency relief until the required parts are available on site for the Contractor to perform permanent warranty repair. The Contractors proposals shall include a firm date and time that the required parts shall be available on site to complete the permanent warranty repair. The Contracting Officer's Representative will evaluate the proposed alternatives and negotiate the alternative considered to be in the best interest of the Government to reduce the impact of the emergency condition. Alternatives considered by the Contracting Officer's Representative will include the alternative for the Contractor to "Do Nothing" while waiting until the required parts are available to perform permanent warranty repair. Negotiating a proposal which will require Government participation and the expenditure of Government funds shall constitute a separate procurement action by the using service.

SECTION 01 00 00.00 41 Page 11

1.17 AFTER AWARD DOCUMENTS (Contractor Prepared)

a. After AWARD the Government will provide to the Contractor, without charge, one copy of the AWARD CD with drawings & specifications, which shall include drawing files, specification files, downloadable submittal register program, and original solicitation drawings and specifications plus all Amendments.

b. The Contractor shall reproduce five (5) hard copy sets from AWARD CD, drawings and specifications that shall be sent directly to the Resident Engineer's Office. The hard copy drawings shall be ANSI D (22" x 34"), and the specifications shall be standard 8-1/2" x 11", 3-hole punched. The Contractor shall provide these documents within 5 work days of the receipt of the AWARD CD from the Government.

c. See the following clause in Section 00700 for additional information: DFARS 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS.

d. In addition, the Contractor shall reproduce fifteen (15) hard copy sets from AWARD CD, drawings and specifications that shall be distributed in the same manner as shown per the Section 01 33 16 "1st Round Design Submittal for Each Project Feature" distribution matrix for "30% DRAWINGS (ANSI "B")" row, i.e., 1 copy for "MAJ", 1 copy for "DIST", 4 copies for "AE", etc. --- do not include "RES". The hard copy drawings shall be ANSI B (17" x 11"), and the specifications shall be standard 8-1/2" x 11", 3-hole punched with left-side binding using 2 staples, covers shall be heavy weight and salmon color. The Contractor shall reproduce the AWARD CD and include one copy in each distribution package. The Contractor shall provide these documents within 10 work days of the receipt of the AWARD CD from the Government.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 00 00.00 41 Page 12

SECTION 01 10 10-Page 1

SECTION TABLE OF CONTENTS

SECTION 01 10 10

SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA

1.0 Scope Design and Construction

1.1 Quality

1.2 Drawings

2.0 Summary Descriptions

2.1 General Description

2.2 Proposed Siting Summary

2.3 Building Construction Summary

3.0 Description Of Operations

4.0 Design Submittal Requirements

4.1 Design Standards

4.2 Codes

4.3 English Design

4.4 BIM Documentation

4.5 Drawings

4.6 Specifications

4.7 Sustainable Design

4.8 Force Protection

4.9 Barrier Free Design

4.10 Consolidated List of Codes and Standards

4.11 Energy Compliance Requirement

5.0 Civil Design

5.1 General

5.2 Site

5.3 Technical Criteria and Standards

5.4 Project Site Field Survey Topography

5.5 Site Demolition

5.6 Site Development

5.7 Permits

5.8 Grading

5.9 Earthwork

SECTION 01 10 10-Page 2

5.10 Site Improvements

5.11 Contractor Storage Yard

5.12 Storm Runoff and Drainage

5.13 Utilities

5.14 Force Protection

5.15 Pipe Bedding and Trench Backfill

5.16 Landscape Architecture

6.0 Geotechnical Design Requirements

6.1 General

6.2 Geotechnical Engineering Firm

6.3 Geotechnical Work

6.4 Acceptance

6.5 Contractor-Performed Geotechnical Investigations

6.6 Preliminary Data

7.0 Architectural Design

7.1 Scope

7.2 Codes and Standards

7.3 External Activities

7.4 Space Allocations

7.5 Barrier Free Design

7.6 Life Safety

7.7 Fire Safety

7.8 Security

7.9 Energy Conscious Design

7.10 Acoustical Design

7.11 Ceiling Heights

7.12 Building Systems, Materials, and Equipment

7.13 Environmental Design

7.14 Interior Finishes

8.0 Structural Design

8.1 Description

8.2 Applicable Standards/Criteria

8.3 Design Loads

8.4 General Design Criteria

SECTION 01 10 10-Page 3

8.5 Design Criteria

8.6 Concrete

8.7 Foundation and Slab Systems

8.8 Steel

8.9 Superstructure System

9.0 Mechanical, Plumbing, and Fire Protection Design

9.1 General Requirements for HVAC, Plumbing, and Fire Protection

9.2 Energy Conservation

9.3 Plumbing

9.4 Fire Protection

9.5 HVAC Design

9.6 Water Quality and Treatment

9.7 Service Piping Systems

9.8 CO2

9.9 LP Gas

9.10 Cathodic Protection

9.11 Energy Compliance Requirement

9.12 Options

10.0 Electrical Design

10.1 Commercial Codes and Design Manuals

10.2 Calculations

10.3 Drawings

10.4 Design Specifications

10.5 UFGS Editing Process

10.6 Exterior Electrical System

10.7 Interior Electrical System

10.8 References

10.9 LEED Certification

10.10 UL Label or a Similar Organization Acceptable to the Government

10.11 PCB Standards

10.12 New Equipment

10.13 Coordination

10.14 Digging Permits

10.15 Exterior Electrical

SECTION 01 10 10-Page 4

10.16 Interior Electrical

10.17 Sizing Services and Feeders

10.18 Panelboards

10.19 Conductors

10.20 Conduit Stub-Ups

10.21 Motors

10.22 Motor Control

10.23 Branch Circuits, Receptacles and Outlets

10.24 Receptacles

10.25 Equipment Power

10.26 Surge Protection

10.27 Grounding

10.28 Uninterruptible Power Supply (UPS) System

10.29 Interior Lighting

10.30 Restrooms

10.31 Emergency Power System

10.32 LEED for Lighting System

10.33 Concealed Wiring and Conduit

10.34 Seismic Considerations

10.35 Device Body and Coverplate Colors

10.36 Bonding

10.37 Voltage Drop

10.38 Equipment Identification

10.39 Open Storage Room

10.40 Energy Compliance Requirement

11.0 Fire Alarms and Mass Notification Systems

11.1 Fire Alarm Equipment

11.2 Fire Alarm System

12.0 Spill Alarm System

13.0 Security Systems

13.1 Access Control

13.2 Biometric Devices

13.3 Intrusion Detection System

13.4 Power

SECTION 01 10 10-Page 5

13.5 CCTV System

13.6 Paging System

13.7 Testing and Commissioning

14.0 Telecommunications/Data

14.1 Requirements

14.2 Open Storage

14.3 Monitoring System CCTV

14.4 Auditorium

14.5 Telephone System

14.6 Data (LAN) Communications System

14.7 Cable Tray

14.8 Conduit

14.9 Comm. Network Rooms

14.10 Equipment Layout

14.11 Grounding and Bonding

14.12 Testing and Drawings

-- End of Section Table of Contents --

SECTION 01 10 10-Page 6

SECTION 01 10 10

SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA

1.0 SCOPE DESIGN AND CONSTRUCTION

Design and construct the Life Science Test Facility (LSTF) Addition at Dugway Proving Ground (DPG), Utah, in accordance with the criteria contained herein and using industry standard materials and efficient practices.

The objective of this contract is to design and construct the required facility as described in this document and Section 01 10 11, Functional Design Criteria Room by Room Requirements, and to meet the operational requirements of the Army. The Contractor shall provide all labor, equipment and material to perform the design and construct the complete, operational facility. The Contractor is responsible for visiting the site before submitting his proposal.

The design and construction of this facility shall conform to the DPG Installation Design Guide (IDG) and the requirements issued in this solicitation. The Contractor is responsible and liable for the compete design and is required to produce a complete set of construction documents. The Contractor shall perform any additional design as required to supplement the design criteria and drawings provided in this solicitation.

1.1 Quality

The Contractor shall be responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based. The design of architectural, interior design, structural, mechanical, electrical, civil, fire protection and other engineering features of the work shall be accomplished, reviewed and approved by engineers, architects and interior designers who are licensed professionals with a minimum of six years’ experience to practice in their respective professional field in a state or possession of the United States. The structural interior design shall be designed/supervised by a registered or certified (as Appropriate for the state) interior designer who is National Council for Interior Design Qualifications (NCIDQ) certified.

1.2 Drawings

The attached drawings indicate the siting location of the facility and its approximate maximum size, and other system parameters that have been developed to date and approved by the United States Army Corps of Engineers (USACE) and Post. These shall be used to develop a full set of construction documents.

2.0 SUMMARY DESCRIPTIONS

2.1 General Description

This project (the Project) shall construct an LSTF Addition by adding 41,200 square feet to the existing Building 2029 and altering the existing building to provide connecting hallways to

SECTION 01 10 10-Page 7

Building 2029’s interior. The proposed addition will be attached to the south side of the existing LSTF facility, but have its own secondary public entrance from the east. The east entry serves a long corridor that separates the new construction from the existing building, permitting the existing exterior walls to be left in place to minimize operations disruption. The addition will mimic the appearance of the existing building on the east and will use materials giving the same appearance though constructed differently. The remainder of the building also uses materials used in the existing facility, but in new ways. The differences in structure, systems and operations have made spatial demands on the building that makes it taller and more linear than the existing facility. A steel frame building with masonry bearing walls, the addition is taller than the existing LSTF. The use of daylighting has expanded the use of fiberglass reinforced panels. The panels form skylights over the two corridors serving the Labs, and over the corridor at the east entry. The walls and roof are insulated using foam boards to achieve a minimum R-26 in the walls and an R-32 at the roofs exceeding DOD mandated insulating requirements achieving a 40 percent reduction in energy use beyond ASHRAE 90.1 2007 per Engineering Construction Bulletin (ECB) 2011-1.

The roofing will be a standing seam metal roof except at the low-slope roof on the east side where an ethylene propylene diene monomer (EPDM) single-ply membrane will be used. A large utility yard is located on the west serving the two-story mechanical room along the west side of the building. The utilities are organized with the pumps, electrical, communications and shop area on the ground floor and the large air handlers and fans on the second floor.

The second floor mechanical is tall to accommodate the top ducted air handlers, and the large ductwork required to meet Leadership in Energy and Environmental Design (LEED) ventilation requirements. The Project shall be designed within the criteria prescribed in United Facilities Criteria (UFC) 1-200-01, UFC 3-600-01, Architectural Barriers Act Accessibility Guidelines (ABA), United States Department of Defense (DoD) Antiterrorism/ Force Protection requirements, and operations and maintenance manuals. The Project shall be designed within the criteria prescribed in UFC 1-200-01, UFC 3-600-01, and ETL 02-15.

See paragraph 4.10 SITE IMPROVEMENTS for a complete list of applicable codes and criteria.

2.2 Proposed Siting Summary

The Life Science Test Facility addition to building 2029 shall be located in the Baker Complex of the Dugway Proving Ground. The design shall maximize solar exposure.

2.3 Building Construction Summary

The addition will include new, concrete foundation and floor slabs, structural steel frame, masonry walls and standing seam metal roof, and shall be Type II, unprotected, noncombustible construction throughout.

3.0 DESCRIPTION OF OPERATIONS

The mission of the…