PN79439-2_Specifications_Ready to Advertise_Vol1.pdf

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SOF Advanced Skills Training Facility Annex and HAZMAT Facilities Federal contract opportunity
Solicitation number
W912PM22R0012
Issued by
Department of the Army Corps of Engineers Engineering District Wilmington

About this file

This solicitation is for the construction of an Advanced Skills Training Facility Annex and HAZMAT Facilities at Fort Bragg, North Carolina. The contractor shall provide construction services including a single-story administrative office building totaling approximately 24,500 square feet with functional spaces such as classrooms, a conference room, lounge area, instructional labs, ADA-compliant restrooms, locker rooms, storage areas, and open office space for instructors. The project also includes a separate prefabricated Hazardous Material Storage building. Supporting facilities involve site work, utilities infrastructure, lighting, parking, access roads, landscaping and other site improvements. Sustainable design and universal accessibility features will be incorporated. Comprehensive interior design and audiovisual services are included in the scope of work. The Army Corps of Engineers, Wilmington District will issue the solicitation and manage the project.

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PN79439-2 SOF TST ANNEX_DRAWINGS VOL2of3_AM-002_2022-09-09.pdf PDF
PN79439-2 SOF TST ANNEX_DRAWINGS VOL2of3_AM-002_2022-09-09.pdf PDF
PN79439-2 SOF TST ANNEX_DRAWINGS VOL1of3_AM-002_2022-09-09.pdf PDF
W912PM22R00120002 PN 79439.2.pdf PDF
W912PM22R00120002 PN 79439.2 Conformed Copy.pdf PDF
PN79439-2 SOF TST ANNEX_DRAWINGS VOL3of3_AM-002_2022-09-09.pdf PDF
Conformed-AMDT002-79439.2-SOF-Annex-Tech-Summary-Changes.pdf PDF
PN79439.2-AMD01-SOF Annex-Tech-Summary-Changes.pdf PDF
PN79439-2_Drawing_T-100_AM-01_2022-08-31.pdf PDF
W912PM22R00120001 PN 79439.2.pdf PDF
PN79439-2 SOF TST ANNEX_SPECS_AM-01_2022-08-31 (.pdf PDF
PN79439-2_SOF TST ANNEX_BIDDER INQUIRY RESPONSES_2022-08-31.pdf PDF
PN79439-2 SOF TST ANNEX_DRAWINGS_AM-01_2022-08-31.pdf PDF
Site Visit 79439.2 24 August 2022.pdf PDF
PN79439-2_Drawings_RTA_Vol2of3_Aug-2022 (LOCKED).pdf PDF
VOL IV CE PN79439 2_FFE SID Package_RTA_Aug 2022.pdf PDF
PN79439-2_Specifications_Ready to Advertise_Vol2.pdf PDF
PN79439-2_Specifications_Ready to Advertise_Vol3.pdf PDF
W912PM22R0012 - 79439.2 RFP_SOF Technical Support Training Annex and Hazmat Storage.pdf PDF
PN79439-2_Drawings_RTA_Vol1of3_Aug-2022 (LOCKED).pdf PDF
PN79439-2_Drawings_RTA_Vol3of3_Aug-2022 (LOCKED).pdf PDF
NAVFAC-USACE PPQ (fillable).pdf PDF
PN79439-2_Drawings_RTA_Vol2of3_Aug-2022 (LOCKED).pdf PDF
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PN79439.2

SOF Advanced Skills Training Facility Annex and Hazmat Facilities

Fort Bragg, North Carolina

This project was designed by the Wilmington District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

RTA Specifications

AUGUST 2022

Solicitation No. W912PM22R0012 Contract No. W912PM22XXXXX

Volume I of IV

CUI

US Army Corps of Engineers ®

Wilmington District

PN 79439.2, SOF Technical Support

Training Annex and HAZMAT Storage

Fort Bragg, NC

A-E Contract: W912PM22C0007 Task Order: W81LJ821571676

Solicitation No. W912PM22R0012

205 North Michigan Avenue, Suite 3800 Chicago, Illinois 60601-5941, USA

312.616.7500 | www.expfederal.com A-E Project No.: CHI-00243079-A0

Volume 1 of 3

READY TO ADVERTISE

AUGUST 2022

08.02.2022

SPECIFICATIONS

Building, Yarborough Complex, PN79439.2 SOF Technical Support Training Annex & HAZMAT Storage Building, Fort Bragg, NC

W912PM22R0012

Design Analysis July 2022

THIS PAGE IS INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

01 10 00 SOLICITATION CLIN SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/11 WORK RESTRICTIONS

01 20 00.00 20 11/11 PRICE AND PAYMENT PROCEDURES

01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 05/11 SUBMITTAL PROCEDURES

01 33 00 ATTACHMENT A SUBMITTAL REGISTER

01 33 00 ATTACHMENT B ENG FORM 4025-R SAMPLE

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 33 29 ATTACHMENT A SUSTAINABLE DESIGN REQUIREMENTS FOR

LEED v4 BD+C

01 35 26 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26 ATTACHMENT 1 CESO CHECKLIST A-02 ACCIDENT

PREVENTION PLAN

01 35 26 ATTACHMENT 2 SAFETY PERFORMANCE SIGN

01 42 00 11/14 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16 QUALITY CONTROL

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 02/15 SPECIAL INSPECTIONS

01 45 35 ATTACHMENT A SPECIAL INSPECTIONS SCHEDULE

01 45 35 ATTACHMENT B STATEMENT OF SPECIAL INSPECTIONS

01 50 00 08/09 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 11/15 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.00 37 05/15 INDOOR AIR QUALITY (IAQ) MANAGEMENT

01 58 00 08/09 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 74 19 ATTACHMENT A CONSTRUCTION WASTE MANAGEMENT FOR LEED

v4

01 78 00 08/11 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 05/17 FACILITY DATA REQUIREMENTS

01 83 16.00 37 12/10 EXTERIOR ENCLOSURE PERFORMANCE

REQUIREMENTS

01 91 00.15 10 05/19, CHG 3: 05/22 TOTAL BUILDING COMMISSIONING

01 91 00.15 10 APPENDIX A OPR DOCUMENT

01 91 00.15 10 APPENDIX B BOD DOCUMENT

01 91 00.15 10 APPENDIX C DESIGN PHASE CX PLAN

01 91 00.15 10 APPENDIX C1 MASTER CX TEST REQUEST FORM

01 91 00.15 10 APPENDIX C2a MASTER CX KICKOFF MEETING

01 91 00.15 10 APPENDIX C2b MASTER CX KICKOFF MEETING SIGN-IN SHEET

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 3: 11/21 CAST-IN-PLACE CONCRETE

03 45 00 11/11 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 02/11 MASONRY

DIVISION 05 - METALS

05 05 23 11/08 WELDING, STRUCTURAL

05 12 00 11/11 STRUCTURAL STEEL

05 30 00 11/11 STEEL DECKS

05 40 00 05/10 COLD-FORMED METAL FRAMING

05 45 00 09/97 PRE-ENGINEERED LIGHT GAGE STEEL

TRUSSED FRAMES

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 51 33 02/16 METAL LADDERS

05 52 00 08/15 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 02/12 ROUGH CARPENTRY

06 20 00 02/12 FINISH CARPENTRY

06 41 16.00 10 08/10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 08/10 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 08 27.00 10 02/13 BUILDING AIR BARRIER SYSTEM TESTING

FOR COMMISSIONING

07 14 00 02/12 FLUID-APPLIED WATERPROOFING

07 21 13 05/11 BOARD AND BLOCK INSULATION

07 21 16 11/11 MINERAL FIBER BLANKET INSULATION

07 22 00 08/11 ROOF AND DECK INSULATION

07 24 00 05/11 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 10.00 10 08/19, CHG 1: 02/20 BUILDING AIR BARRIER SYSTEM

07 27 26 05/17 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 60 00 08/08 FLASHING AND SHEET METAL

07 61 14.00 20 05/11 STEEL STANDING SEAM ROOFING

07 84 00 05/10 FIRESTOPPING

07 92 00 01/07 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 02/10 STEEL DOORS AND FRAMES

08 14 00 08/11 WOOD DOORS

08 31 00 05/17 ACCESS DOORS AND PANELS

08 33 23 07/07 OVERHEAD COILING DOORS

08 34 73 05/12 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 02/11 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 42 29.23 AUTOMATIC SLIDING DOORS

08 51 13 05/11 ALUMINUM WINDOWS

08 71 00 08/08 DOOR HARDWARE

08 71 00 ATTACHMENT 01 DOOR HARDWARE SETS

08 81 00 08/11 GLAZING

08 91 00 05/11 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 06 90 05/09 COLOR SCHEDULE

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 05/11 GYPSUM BOARD

09 30 00 08/10 CERAMIC TILE, QUARRY TILE, AND PAVER

TILE

09 51 00 08/10 ACOUSTICAL CEILINGS

09 65 00 08/10 RESILIENT FLOORING

09 68 00 05/10 CARPET

09 69 13 11/15 RIGID GRID ACCESS FLOORING

09 90 00 05/11 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 04/06 EXTERIOR SIGNAGE

10 14 00.20 11/12 INTERIOR SIGNAGE

10 21 13 01/07 TOILET COMPARTMENTS

10 22 13 08/10 WIRE MESH PARTITIONS

10 22 39 05/11 FOLDING PANEL PARTITIONS

10 26 13 08/10 WALL AND CORNER GUARDS

10 28 13 07/06 TOILET ACCESSORIES

10 44 16 05/12 FIRE EXTINGUISHERS

10 51 13 05/11 METAL LOCKERS

10 55 23.00 37 07/10 RECESSED CELL PHONE STORAGE UNIT

10 56 13 04/06 STEEL SHELVING

DIVISION 11 - EQUIPMENT

11 31 13 08/08 ELECTRIC KITCHEN EQUIPMENT

11 53 00 05/11 LABORATORY EQUIPMENT AND FUMEHOODS

DIVISION 12 - FURNISHINGS

12 24 13 08/17 ROLLER WINDOW SHADES

12 48 13 08/17 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 12 80 11/14 RELOCATABLE HAZARDOUS MATERIAL AND

HAZARDOUS WASTE STORAGE BUILDINGS

13 48 00 08/08 SEISMIC PROTECTION FOR MISCELLANEOUS

EQUIPMENT

13 48 00.00 10 10/07 SEISMIC PROTECTION FOR MECHANICAL

EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 05/09 WET PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

DIVISION 22 - PLUMBING

22 00 00 11/11 PLUMBING, GENERAL PURPOSE FIXTURE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 08/10 AIR SUPPLY, DISTRIBUTION, VENTILATION,

AND EXHAUST SYSTEMS

23 03 00.00 20 08/10 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 02/09 COMMON PIPING FOR HVAC

23 05 48.00 40 02/11 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

23 05 93 08/09 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.01 02/19, CHG 1: 02/20 LONWORKS DIRECT DIGITAL CONTROL FOR

HVAC AND OTHER BUILDING CONTROL SYSTEMS

23 11 25 11/08 FACILITY GAS PIPING

23 23 00 10/07 REFRIGERANT PIPING

23 35 00.00 10 02/09 OVERHEAD VEHICLE TAILPIPE EXHAUST

REMOVAL SYSTEM(S)

23 52 00 04/08 HEATING BOILERS

23 64 10 08/08 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09 CHILLED WATER PIPING SYSTEMS

23 82 02.00 10 04/08 UNITARY HEATING AND COOLING EQUIPMENT

23 82 46.00 40 08/11 ELECTRIC UNIT HEATERS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.00 11/17 CYBERSECURITY FOR HVAC AND BUILDING

AUTOMATION SYSTEM CONTROL SYSTEMS

25 05 11.01 11/17 CYBERSECURITY FOR ELECTRICAL CONTROL

SYSTEMS

25 05 11.02 11/17 CYBERSECURITY FOR FIRE LIFE SAFETY

(FLS)

25 05 11.03 11/17 CYBERSECURITY FOR AUDIO VISUAL CONTROL

SYSTEMS

25 05 11.04 11/17 CYBERSECURITY FOR ELECTRONIC SECUREITY

SYSTEM (ESS) CONTROL SYSTEMS

25 10 10 02/19, CHG 1: 05/21 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00.00 20 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 08/19 COMMON WORK RESULTS FOR ELECTRICAL

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 20 00 02/14 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 10/07 COORDINATED POWER SYSTEM PROTECTION

26 29 23 04/06 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER

600 VOLTS

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00 07/07 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 40 00 AUDIO VIDEO SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 16 01.00 10 11/08 SMALL INTRUSION DETECTION SYSTEM

28 20 01.00 10 10/07 ELECTRONIC SECURITY SYSTEM

28 23 23.00 10 02/11 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 76 08/11 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 11 00 08/08 CLEARING AND GRUBBING

31 31 16.13 11/14 CHEMICAL TERMITE CONTROL

31 32 11 08/08 SOIL SURFACE EROSION CONTROL

ATTACH. 02921FB EROSION CONTROL AND TURF SEEDING

ATTACH. 02936 TURF - BERMUDA GRASS SEEDING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 08/08 FIELD MOLDED SEALANTS FOR SEALING

JOINTS IN RIGID PAVEMENTS

32 05 33 02/10 LANDSCAPE ESTABLISHMENT

32 11 16.16 11/11 BASE COURSE FOR RIGID AND SUBBASE

COURSE FOR FLEXIBLE PAVING

32 11 23 08/08 AGGREGATE AND/OR GRADED-CRUSHED

AGGREGATE BASE COURSE

32 12 10 08/08 BITUMINOUS TACK AND PRIME COATS

32 12 17 04/08 HOT MIX BITUMINOUS PAVEMENT

32 13 13.06 11/11 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 16 13 04/08 CONCRETE SIDEWALKS AND CURBS AND

GUTTERS

32 17 23.00 20 04/06 PAVEMENT MARKINGS

32 31 13.53 04/08 HIGH-SECURITY CHAIN LINK FENCES AND

GATES

32 92 19 10/06 SEEDING

32 93 00 02/10 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 02/11 WATER DISTRIBUTION

33 30 00 04/08 SANITARY SEWERS

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 61 00 04/08 PREFABRICATED UNDERGROUND COOLING

DISTRIBUTION SYSTEM

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

Training Annex, Ft. Bragg, NC W912PM22R0012

SECTION 00 10 00 Page 1 of 7

SECTION 00 10 00 SOLICITATION CONTRACT LINE ITEM

NUMBER (CLIN) SCHEDULE

SECTION 00 10 00 Page 2 of 7

SOLICITATION CONTRACT LINE ITEM

NUMBER (CLIN) SCHEDULE

CLIN Description Unit Quantity Unit Price Total

BASE BID: Technical Support Training Annex Building Construction Complete.

LS 1

BASE BID: Site Development Outside Five Foot (5’) Line. All work required to fence the compound and provide gravel hardstand, gravel POV parking, and gravel access drive.

Note: The infrastructure for all utilities to five feet (5’) of the building shall be provided by the Utility Providers and not included in the Base Bid.

LS 1

BASE BID: Metal Poles, Bases, and Conduit for

CCTV.

LS 1

0004 BASE BID: HAZMAT Storage Building.

LS 1

OPTIONAL BID ITEM 01:

Concrete Pad for Modular Trailers.

OPTIONAL BID ITEM 02:

Provide asphalt pavement and striping for hardstand.

OPTIONAL BID ITEM 03:

Provide asphalt pavement, curbing, and striping for POV Parking.

LS

SECTION 00 10 00 Page 3 of 7

OPTIONAL BID ITEM 04:

Provide asphalt pavement, curbing, and striping for access drive.

0009 NOT USED. LS 1

OPTIONAL BID ITEM 06: FF&E

Purchase and installation.

(Information only, include CLINs 0010A and 0010B only once in Totals below).

0010A OPTIONAL BID ITEM 06A:

FF&E Purchase.

0010B OPTIONAL BID ITEM 06B:

FF&E Installation.

OPTIONAL BID ITEM 07:

Audio-Visual (A/V) Purchase and Installation of Equipment. (Information only, include CLINs 0011A and 0011B only once in Totals below)

Note: A/V infrastructure is to be included in CLIN 0001 Base Bid.

0011A

OPTIONAL BID ITEM 07A:

Audio-Visual Equipment Purchase.

0011B

OPTIONAL BID ITEM 07B:

Audio-Visual Equipment Installation.

SECTION 00 10 00 Page 4 of 7

OPTIONAL BID ITEM 08:

Access Control System (ACS) Purchase and Installation of Equipment. (Information only, include CLINs 0012A and 0012B only once in Totals below)

Note: ACS infrastructure is to be included in CLIN 0001 Base Bid.

0012A

OPTIONAL BID ITEM 08A:

Access Control System Equipment Purchase.

0012B

OPTIONAL BID ITEM 08B:

Access Control System Equipment Installation.

OPTIONAL BID ITEM 09:

CCTV System Purchase and Installation of Equipment. (Information only, include CLINs 0013A and 0013B only once in Totals below).

Note: CCTV infrastructure is to be included in CLIN 0003

0013A

OPTIONAL BID ITEM 09A:

CCTV System Equipment Purchase.

0013B

OPTIONAL BID ITEM 09B:

CCTV System Equipment Installation.

SECTION 00 10 00 Page 5 of 7

OPTIONAL BID ITEM 10:

Integrated Commercial Intrusion Detection System (ICIDS) Purchase and Installation of Equipment.

(1) The Contractor shall purchase and install a complete security alarm system in the required CAAs.

This includes the sensing devices, annunciators, batteries, and all associated equipment necessary to make a complete and useable system. A conduit system with junction boxes and signal wiring shall be provided for ICIDS back to the main communication room.

Provisions shall include dedicated power circuits, communications connections, raceways, and signal wiring for each device. Each security alarm system must transmit the alarm signals to the I2MC Central Control Console over dry copper and/or fiber cables.

SECTION 00 10 00 Page 6 of 7

(Cont ’d)

2) The intrusion detection system shall be the current Army Standard ICIDS-V, manufactured by DAQ.

Contractor will design, install, and provide programming based on system specifications, Ft. Bragg Physical Security Office, and Ft. Bragg Installation design guidelines.

(Information only, include CLINs 0014A and 0014B only once in Totals below).

Note: ICIDS infrastructure is to be included in CLIN 0001

0014A

OPTIONAL BID ITEM 10A:

Integrated Commercial Intrusion Detection System (ICIDS) Equipment Purchase.

0014B

OPTIONAL BID ITEM 10B:

Integrated Commercial Intrusion Detection System (ICIDS) Equipment Installation.

TOTAL BASE BID ITEMS CLINs 0001-0004

TOTAL AMOUNT OF OPTIONAL BID ITEMS CLINs 0005-0014

TOTAL BID ITEMS CLINs 0001 – 0014

PROPOSED CONTRACT DURATION:

SECTION 00 10 00 Page 7 of 7

NOTICE TO BIDDERS

NOTE 1:

FOR OPTIONAL BID ITEMS 1-10 (CLIN ITEMS 0005 – 0014), IF EXERCISED,

THE PERIOD OF PERFORMANCE SHALL NOT BE EXTENDED BEYOND THE ORIGINAL

CONTRACT DURATION OF 365 CALENDAR DAYS. PERFORMANCE OF ANY AWARDED

OPTIONAL BID ITEMS SHALL RUN CONCURRENTLY WITH THE BASE BID ITEMS

CONTRACT DURATION SO THAT THE PERIOD OF PERFORMANCE SHALL NOT EXCEED

365 CALENDAR DAYS.

NOTE 2:

THE GOVERNMENT RESERVES THE RIGHT TO EXERCISE OPTIONAL BID

ITEMS 1-10 (CLIN ITEMS 0005 – 0014), WITHIN 180 CALENDAR DAYS

OF NOTICE TO PROCEED.

NOTE 3:

THE EXERCISE OF OPTIONAL BID ITEMS 1-10 (CLIN ITEMS 0005 – 0014),

SHALL BE SUBJECT TO THE AVAILABILITY OF FUNDS.

SOF Tech Support Training Annex CUI PN79439.2 Fort Bragg, North Carolina

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15 a description of work covered in this contract and is required for use in all projects

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 EXISTING WORK

1.4 LOCATION OF UNDERGROUND UTILITIES

1.4.1 Notification Prior to Excavation

1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

1.6 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

READY TO ADVERTISE CUI

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G Utility Outage Requests; G Utility Connection Requests; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work and all incidental related work shall include the following:

Construction of a single-story Technical Support Training Annex, gross area of 24,045 SF, with functional space to include administrative offices, classrooms, conference room, lounge area, instructional labs, classrooms, ADA-compliant restrooms for both students and instructors as well as locker rooms and showers, storage and supply space, secured storage for high-value technical equipment, a large garage area with vehicle lifts, support rooms for secured communications, and open office areas for instructor offices. Built-in building systems shall include fire alarm/mass notification, fire suppression, energy management controls, telephone, advanced unclassified and classified communications networks, cable television, intrusion detection, closed circuit surveillance, electronic access control, custom exhaust systems and equipment for lab instruction. Sustainable construction features shall be designed to comply with Leadership in Energy and Environmental Design (LEED) Silver level under v3.0 (2009) rating system. Since the “sunset period” for LEED v3.0 (2009) has now expired, the project documents have been tailored to achieve the equivalent Certified level under the LEED v4 BD+C for New Construction rating system; however, the project is not pursuing formal registration or certification under LEED.

Supporting facilities shall include site preparation, utilities (electrical, water, sanitary sewer, natural gas, chilled water, information systems), lighting, vehicle parking, access drives and roads, curb and gutter, sidewalks, storm drainage, landscaping, and other site improvements. Special construction includes a controlled access area, accessible raised floor system. Comprehensive interior design and audio visual services are included. Also associated with this facility is a separate prefabricated Hazardous Material Storage building containing approximately 1,200 SF of enclosed area and 350 SF of open storage area.

SECTION 01 11 00 Page 2

Access for persons with disabilities shall be provided. Heating and air conditioning shall be provided.

1.2.2 Location

The work is located at the Yarborough Complex at Fort Bragg, NC, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish the following materials and equipment for installation by the Contractor:

Refer to the Drawings

Quantities indicated for the above-listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all

SECTION 01 11 00 Page 3 quantities of the asterisk items required to complete the work as specified, and the various quantities will be adjusted when necessary.

Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government. Provide any additional quantities that are required.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 10 miles of the construction site.

Submit the property control system and get Government approval prior to incorporating into the salvage plan. Property control system shall be submitted prior to the salvage plan submittal.

Submit a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

Contractor shall formally request disposition instructions from the Contracting Officer Representative and identify when the Contractor needs the disposition instructions before the project is impacted. Include this item in the Project Schedule.

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 11 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/11 work and site restrictions

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity and Contractor Regulations

1.2.1.1 Subcontractors and Personnel Contacts

1.2.1.2 No Smoking Policy

1.2.2 Working Hours

1.2.3 Work Outside Regular Hours

1.2.4 Utility Cutovers and Interruptions

1.3 INSTALLATION ACCESS

1.3.1 Web Camera Restrictions

1.3.2 Utility Openings

1.3.3 Special Scheduling Requirements

1.3.4 Photograph Restrictions

1.3.5 Occupied Buildings

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Regulations; G

List of Contact Personnel; G

Statement of Acknowledgement Form SF 1413; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity and Contractor Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification. The Statement of Acknowledgement Form SF 1413 shall be reviewed.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period, between 7 a.m.

and 3:30 p.m., Monday through Friday, excluding Government holidays or as

SECTION 01 14 00 Page 2 approved by the Contracting Officer.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.2.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.3 INSTALLATION ACCESS

1.3.1 Web Camera Restrictions

The use of web cameras is not authorized for this project. In addition, it is a crime under 18 USC 795 to photograph or video defense installations without first obtaining the permission of the Commanding Officer of the military installation. It is a crime under 18 USC 797 to reproduce, publish, sell or give away any photograph, picture or graphic reproduction of a defense installation without first obtaining permission of the Commanding Officer of the military installation. Failure to follow the stated requirements is grounds for removal from the Government installation and confirmation of unapproved items.

1.3.2 Utility Openings

Any trenches or culverts through the perimeter, and any other below-grade chases 10 inches or more in diameter, including any existing passages, must have security measures equivalent to that of the perimeter. Access to any below grade chases must be secured to prevent unauthorized opening.

SECTION 01 14 00 Page 3

1.3.3 Special Scheduling Requirements

The adjacent facilities and training facility activities will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations.

1.3.4 Photograph Restrictions

Photographs shall not include military personnel, training or equipment used at Yarborough Complex. No identifying data shall appear on the face of the prints or in the viewing area of the electronic files. Failure to follow the stated requirements is grounds for removal from the Government installation and confiscation of any unapproved items. No progress photos shall be posted on the Internet.

1.3.5 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer. The existing buildings and their contents shall be kept secure at all times. Provide temporary fence gate closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material during the construction period.

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 14 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11 payment instruction paragraphs required for use in all projects

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

1.3.2 Schedule Instructions

1.3.3 Real Property Assets

1.3.4 Schedule Requirements for HVAC TAB

1.4 CONTRACT MODIFICATIONS

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

1.5.2 Submission of Invoices

1.5.3 Final Invoice

1.6 PAYMENTS TO THE CONTRACTOR

1.6.1 Obligation of Government Payments

1.6.2 Payment for Onsite and Offsite Materials

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 20 00.00 20 Page 1

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2009) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are For Information Only (FIO).

When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices; G

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and

SECTION 01 20 00.00 20 Page 2

Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work.

Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC shall be broken down in the Schedule of Prices and in the Construction Progress Documentation by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government. The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

SECTION 01 20 00.00 20 Page 3

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on form furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice.

Form shall include certification by Contractor and Quality Control (QC) Manager.

b. The Estimate for Voucher/ Contract Performance Statement on form furnished by the Government, showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

1.5.2 Submission of Invoices

If DFARS Clause 5252.232-7006 is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as

SECTION 01 20 00.00 20 Page 4 attachments in RMS for each invoice submitted. The maximum size of each RMS attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in RMS due to system or size restriction, provide it as instructed by the Contracting Officer.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via RMS, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in RMS.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

SECTION 01 20 00.00 20 Page 5

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 20 00.00 20 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15 general administrative and procedural requirements for Contractor management and coordination

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 MINIMUM INSURANCE REQUIREMENTS

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

1.6.2 Superintendent Qualifications

1.6.2.1 Duties

1.6.3 Non-Compliance Actions

1.7 PRECONSTRUCTION CONFERENCE

1.8 PARTNERING

1.8.1 Informal Partnering

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 300 dpi minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00 Page 2

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this contract.

Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.6.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form

SECTION 01 30 00 Page 3

1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.8 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.8.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the Resident Engineer office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence.

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