Exhibit A (4) - Rev 1 Bldg 14 TO Specs.pdf

SPECIFICATIONS

for

TOBYHANNA ARMY DEPOT

ENGINEERING DIVISION

11 HAP ARNOLD BOULEVARD

TOBYHANNA, PA 18466-5100

BUILDING #14 RENOVATIONS

100% Submission

Borton-Lawson Project No.: 2017-3101-001

Date: May 19, 2021

Prepared by:

Borton-Lawson Engineering / Architecture

613 Baltimore Drive, Ste. 300 Wilkes-Barre, PA 18702

P: 570-821-1999/ F: 570-821-1990 www.borton-lawson.com

Tobyhanna Building 14 Renovations 100PCT00001

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 99 08/15 SUMMARY OF WORK

01 14 00.00 99 11/11 WORK RESTRICTIONS

01 30 00.00 99 08/15 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 99 02/15 PROJECT SCHEDULE

01 32 33.00 99 03/2014 CONSTRUCTION PHOTOGRAPHY

01 33 00.00 99 01/2018 SUBMITTAL PROCEDURES

01 33 29.00 99 02/17 SUSTAINABILITY REPORTING

01 35 26.00 99 11/15 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 53.00 99 06/18 ANTITERRORISM/OPERATIONS SECURITY

(AT/OPSEC)

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 99 04/17 QUALITY CONTROL

01 50 00.00 99 08/09 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19.00 06 09/17 TEMPORARY ENVIRONMENTAL CONTROLS AND

PERMITS

01 58 00.01 08/09 PROJECT IDENTIFICATION

01 74 19.00 99 01/07 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00.00 99 08/11 CLOSEOUT SUBMITTALS

01 78 23.00 99 08/15 OPERATION AND MAINTENANCE DATA

01 91 00.00 99 05/19 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00.00 99 05/10 DEMOLITION

02 82 14.00 99 02/10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13.00 99 08/11 LEAD IN CONSTRUCTION

02 84 16.00 99 04/06 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

DIVISION 03 - CONCRETE

03 30 00.00 99 05/14 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00.00 99 11/15 UNIT MASONRY

DIVISION 05 - METALS

05 12 00.00 99 05/14 STRUCTURAL STEEL

05 30 00.00 99 05/15 STEEL DECKS

05 40 00.00 99 05/15 COLD-FORMED METAL FRAMING

05 50 13.00 99 05/17 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00.00 99 08/16 ROUGH CARPENTRY

06 20 00 08/16 FINISH CARPENTRY

06 41 16.00 99 08/10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16.00 99 08/10 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

PROJECT TABLE OF CONTENTS Page 1

07 22 00.00 99 02/16 ROOF AND DECK INSULATION

07 24 00.00 99 05/11 EXTERIOR INSULATION AND FINISH SYSTEMS

07 53 23.00 99 05/12 ETHYLENE-PROPYLENE-DIENE-MONOMER

ROOFING

07 60 00.00 99 08/08 FLASHING AND SHEET METAL

07 92 00.00 99 08/16 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13.00 99 02/10 STEEL DOORS AND FRAMES

08 33 23 08/20 OVERHEAD COILING DOORS

08 51 13 05/19 ALUMINUM WINDOWS

08 71 00.00 99 02/16 DOOR HARDWARE

08 81 00.00 99 08/11 GLAZING

08 91 00 05/11 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 06 00 05/09 SCHEDULES FOR FINISHES

09 22 00.00 99 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00.00 99 08/16 GYPSUM BOARD

09 30 10.00 99 08/17 CERAMIC, QUARRY, PORCELAIN, AND GLASS

TILING

09 51 00.00 99 08/17 ACOUSTICAL CEILINGS

09 67 23.14 99 08/16 CHEMICAL RESISTANT RESINOUS FLOORING

09 68 00.00 99 11/17 CARPETING

09 90 00.00 99 05/11 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 99 08/17 INTERIOR SIGNAGE

10 21 13.00 99 08/17 TOILET COMPARTMENTS

10 28 13.00 99 08/17 TOILET ACCESSORIES

10 44 16.00 99 05/15 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 32 00 11/16 MANUFACTURED WOOD CASEWORK

12 36 00.00 99 08/18 COUNTERTOPS

DIVISION 21 - FIRE SUPPRESSION

21 13 00.00 40 08/13 FIRE-SUPPRESSION SPRINKLER SYSTEMS

21 13 13.00 99 05/09 WET PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

DIVISION 22 - PLUMBING

22 00 00.00 99 11/15 PLUMBING, GENERAL PURPOSE

22 00 70 05/20 PLUMBING FOR HEALTHCARE FACILITIES

22 07 19.00 99 08/16 PLUMBING PIPING INSULATION

22 14 29.00 40 05/17 SUMP PUMPS

22 15 09.00 40 11/16 GENERAL SERVICE COMPRESSED-AIR SYSTEMS

CLEANING PROCEDURES

22 15 14.00 40 11/17 GENERAL SERVICE COMPRESSED-AIR

SYSTEMS, LOW PRESSURE

22 31 00.00 99 02/09 WATER SOFTENERS, CATION-EXCHANGE

(SODIUM CYCLE)

PROJECT TABLE OF CONTENTS Page 2

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

23 00 00.00 99 08/10 AIR SUPPLY, DISTRIBUTION, VENTILATION,

AND EXHAUST SYSTEMS

23 03 00.00 99 08/10 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15.00 99 02/14 COMMON PIPING FOR HVAC

23 05 48.00 99 08/15 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

23 05 93.00 99 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00.00 99 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00.10 99 02/19 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 23.10 99 02/19 LONWORKS DIRECT DIGITAL CONTROL FOR

HVAC AND OTHER BUILDING CONTROL SYSTEMS

23 09 93.10 99 11/15 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 11 25.00 99 11/08 FACILITY GAS PIPING

23 23 00.00 99 10/07 REFRIGERANT PIPING

23 30 00 05/20 HVAC AIR DISTRIBUTION

23 31 13.00 40 05/16 METAL DUCTS

23 34 23.00 40 02/17 HVAC POWER VENTILATORS

23 35 16.17 10 05/20 MECHANICAL ENGINE EXHAUST SYSTEMS

23 37 13.00 40 05/15 DIFFUSERS, REGISTERS, AND GRILLS

23 41 13.00 40 02/16 PANEL FILTERS

23 54 19 11/08 BUILDING HEATING SYSTEMS, WARM AIR

23 73 13.00 40 05/17 MODULAR INDOOR CENTRAL-STATION

AIR-HANDLING UNITS

23 74 33.00 40 05/17 PACKAGED, OUTDOOR, HEATING AND COOLING

MAKEUP AIR-CONDITIONERS

23 81 00.00 99 05/18 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 29.00 99 02/20 VARIABLE REFRIGERANT FLOW HVAC SYSTEMS

23 82 00.00 20 02/16 TERMINAL HEATING UNITS

23 82 01.00 10 04/08 WARM AIR HEATING SYSTEMS

23 82 16.00 40 05/16 AIR COILS

23 83 00.00 99 04/06 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 10 10.00 99 02/19 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 00 00.00 99 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 99 11/10 COMMON WORK RESULTS FOR ELECTRICAL

26 05 26.00 99 08/19 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

26 05 71.00 40 02/17 LOW VOLTAGE OVERCURRENT PROTECTIVE

DEVICES

26 09 23.00 40 08/19 LIGHTING CONTROL DEVICES

26 20 00.00 99 02/14 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 08/19 PANELBOARDS

26 51 00.00 99 05/16 INTERIOR LIGHTING

26 52 00.00 99 11/17 EMERGENCY LIGHTING

26 53 00.00 40 11/15 EXIT SIGNS

26 56 00.00 99 05/13 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

PROJECT TABLE OF CONTENTS Page 3

27 05 28.36 99 05/17 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

DIVISION 31 - EARTHWORK

31 00 00.00 99 08/08 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13.00 99 11/16 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 71 02.00 99 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 02/20 BRIDGE CRANES, OVERHEAD ELECTRIC,

UNDER RUNNING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO. REVISION

NO.

NAVFAC

DWG

TITLE

14-1-37 COVER SHEET

STRUCTURAL

14-2-9 GENERAL NOTES

14-2-10 SPECIAL

INSPECTIONS

14-2-11 FOUNDATION PLAN -

OVERALL

14-2-12 OFFICE ENTRANCE

FOUNDATION PLAN

12-2-14 CANOPY FDN PLAN

14-2-15 SECTIONS AND

DETAILS

14-2-16 FRAMING PLA AT EL

10'-9 3/4"

DOCUMENT 00 01 15 Page 1

DRAWING NO. REVISION

NO.

NAVFAC

DWG

TITLE

14-2-17 ROOF FRAMING PLAN

14-2-18 EXISTING BRIDGE

CRANE REPLACEMENT

14-2-19 OFFICE ENTRANCE

ROOF FRAMING PLAN

14-2-20 CANOPY FRAMING

PLAN

14-2-21 COLUMN SCHEDULE

AND DETAILS

14-2-22 SECTIONS AND

DETAILS

ARCHITECTURAL

14-1-38 LEGENDS, NOTES,

AND ABBREVIATIONS

14-1-39 LIFE SAFETY PLAN

14-1-40 ARCHITECTURAL

SITE PLAN

14-1-41 FIRST FLOOR

DEMOLITION PLAN

14-1-42 ROOF DEMOLITION

PLAN

14-1-43 DEMOLITION

ELEVATIONS

14-1-44 FRIST FLOOR NEW

WORK PLAN

DOCUMENT 00 01 15 Page 2

NO.

NAVFAC

DWG

TITLE

14-1-46 EXTERIOR

ELEVATIONS

14-1-47 BUILDING SECTIONS

14-1-48 WALL SECTION

14-1-49 ROOF DETAILS

14-1-50 REFLECTED CEILING

NEW WORK PLAN

14-1-51 INTERIOR

ELEVATIONS

14-1-52 DETAILS

14-1-53 3D VIEWS

14-1-54 WINDOW DETAILS

14-1-55 3D VIEWS

HVAC

14-4-13 HVAC LEGEND,

NOTES, AND

ABBREVIATIONS

14-4-14 HVAC DEMOLITION

PLAN

14-4-15 HVAC NEW WORK

FLOOR PLAN

14-4-16 HVAC NEW WORK

ROOF PLAN

14-4-17 HVAC SCHEDULES

14-4-18 HVAC DETAILS

14-4-19 BAS CONTROL

DIAGRAMS

PLUMBING

DOCUMENT 00 01 15 Page 3

NO.

NAVFAC

DWG

TITLE

14-3-8 PLUMBING LEGEND,

NOTES, AND

ABBREVIATIONS

14-3-9 FIRST FLOOR

DRAINAGE

DEMOLITION PLAN

14-3-10 FIRST FLOOR WATER

& GAS DEMOLITION

PLAN

14-3-11 FIRST FLOOR

DRAINAGE NEW WORK

PLAN

14-3-12 FIRST FLOOR WATER

NEW WORK PLAN

14-3-13 FIRST FLOOR GAS

NEW WORK PLAN

14-3-14 PLUMBING ROOF PLAN

14-3-15 PLUMBING ENLARGED

SCALE FLOOR PLANS

14-3-16 PLUMBING DETAILS

14-3-17 PLUMBING SCHEDULES

FIRE

PROTECTION

14-3-17 FIRE PROTECTION

LEGEND, NOTES,

AND ABBREVIATIONS

DOCUMENT 00 01 15 Page 4

NO.

NAVFAC

DWG

TITLE

14-3-18 FIRST FLOOR FIRE

PROTECTION

DEMOLITION PLAN

14-3-19 FIRST FLOOR FIRE

PROTECTION NEW

WORK PLAN

14-3-20 FIRE PROTECTION

ENLARGED SCALE

FLOOR PLANS

14-3-21 FIRE PROTECTION

DETAILS

ELECTRICAL

14-5-13 ELECTRICAL

LEGEND, NOTES,

AND ABBREVIATIONS

14-5-14 ELECTRICAL DEMO

PLAN

14-5-15 LIGHTING PLANS

14-5-16 SITE LIGHTING PLAN

14-5-17 POWER PLAN

14-5-18 EQUIPMENT POWER

PLANS

14-5-19 EQUIPMENT POWER

PLANS

14-5-20 SIGNAL PLANS

14-5-21 ELECTRICAL SINGLE

LINES

14-5-22 ELECTRICAL

SCHEDULES

14-5-23 ELECTRICAL

SCHEDULES

DOCUMENT 00 01 15 Page 5

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

Subsurface data, not specified or indicated, have been obtained by the Government at this station. The data are available for examination by prospective bidders at the station.

1.3.2 Subsurface Data

Subsurface data, not specified or indicated, have been obtained by the Government at the station. The data are available for examination by prospective bidders at the station. The soils report is included as part of the solicitation.

-- End of Document --

DOCUMENT 00 01 15 Page 6

SECTION 01 11 00.00 99

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. Submit the following in accordance with Section 01 33 00.00 99 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes that described in the accompanying drawings, Scope of Work below and incidental related work.

This project is a total renovation of the interior space and exterior of Building 14 which is currently a Vehicle Maintenance Division facility. The overall building is approximately 23,000 s.f. The renovation will include a reorganization of the existing space to meet current division requirements.

This renovation will provide new offices, new conference room, new restroom and renovations to existing Women's restroom, open bay mission workload bays and existing break room expansion.

There will also be demolition of the existing ducted HVAC system to bay 1 and installation of adequate air curtain at all lift door areas to work in conjunction with the new radiant heat systems recently installed. There will also be some specific demolition of mechanical equipment and relocation of specific equipment in the Bay 2 area in order to allow new lift doors to be installed. New vehicle exhaust and rooftop HVAC equipment shall be provided.

New lift equipment shall be installed to replace existing equipment along with new first floor office space.

All structural, mechanical, electrical, plumbing, and fire protection systems shall be modified as indicated in the drawings and specifications.

Exterior renovations of Building 14 include providing more natural lighting with new windows. The exterior wall systems will be renovated to include the removal of existing EIFS stucco finish, addition of new vapor barrier and new 4" EIFS stucco system.

A hazardous materials report is provided under separate cover. All hazardous materials indicated (except for lead paint) shall be abated in its entirety.

Lead paint is shown for reference to contractor to coordinate appropriate ventilation as required for the work shown on drawing and specs.

Contractor is required to provide a list of and SDS's for all hazardous materials proposed for use on site. Materials must be compliant with all

SECTION 01 11 00.00 99 Page 1

Clean Air Act regulations for emissions including solvent and volatile organic compound contents, and applicable National Emission Standards for Hazardous Air Pollutants requirements. The Government may alter, or limit use of, specific materials as needed to meet installation permit requirements for emissions.

The construction work will be awarded under one contract and completed in phases (as described below).

a. Proposed Air Handling Units (AHU) on the existing roof structure.

1. Per the ground snow load of 50 PSF being required in the analysis of the existing joists, which is more than the estimated snow load in the original design. Due to this load and the load of the new AHUs on the north and south side of the existing roof, the structural analysis performed showed that joist reinforcement is required on many if not all of the existing joists.

2. Detailed reinforcement for the existing joists to be provided.

b. Proposed First Floor Office on the northeast corner of the original Building.

1. A proposed bathroom is to be installed on the first floor with stud walls surrounding the addition. The bathroom floor elevation will remain the same as the existing current compressor room location. This requires the existing slab and walls to be selectively demolished and new Sanitary lines installed and run to the exterior

2. The 1st Floor (office area) is to be supported on existing concrete slab in current pre-fab office area which will be demolished and rebuilt according to the drawings.

c. Various Mechanical Lifts Installation

1. New foundations will be provided in several locations for the proposed mechanical lifts as shown on the drawings.

2. Replacement of the existing bridge crane support structure will be required to increase the lifting capacity from 2 tons to 5 tons.

d. Proposed Window Modification

1. Proposed window modifications will allow for greater natural light into the workspace and may provide greater energy efficiency. It is anticipated that this will require some minor structural modifications to the existing CMU sill and a lintel, however these windows are not anticipated to impact the existing lateral force resisting system.

e. New Roof over South Side of Original 1950s Building

1. A new roof is proposed to be installed over portions of the existing building and to provide additional coverage outside the building. Modification to the existing steel framing, walls and foundations and new steel framing and foundations are required to support the new roof structure.

SECTION 01 11 00.00 99 Page 2

f. Proposed Canopy Structure

1. Canopy over vehicle parking to protect from the elements (snow/rain) adjacent to the north and south side of building 14A is proposed.

2. New framing and foundations are to be provided as shown.

g. Justification of Proposed Structural System

1. Due to the project being a renovation of an existing 1950's steel frame building with CMU curtain walls and 1980's pre-engineered moment frame steel sided building, structural system/material was determined based on existing space and clearance and economical/constructible attachment to existing structural system/elements.

h. Project Phasing

1. Contractor will be required to prepare phasing plans and phase description of work for each identified phase. Phasing will be submitted to A/E & GDR for approval prior to beginning work.

General project phasing is described as follows:

Interior Work:

a. Phase 1:

1. Existing boiler building demolition and new air compressor work.

2. Demolition of existing compressor room & relocation of air compressor to new location in former boiler building.

3. Construction of new conference room

b. Phase 2:

1. Relocate 5 employees from office to new conference room.

2. Construct new office space.

3. Construct new men's restroom & electrical closet.

4. Renovate open work area 14-115 (new lifts w/ foundations, new coiling doors, new epoxy floor, plumbing, electrical, fire protection work as shown). Contractor to anticipate working around employees during construction. Open work area 14-115 is anticipated to be completed in approx. 4 (plus or minus 2) sub-phases due to it being an active employee work area.

5. Return employees to new office space.

c. Phase 3:

1. Relocate Supervisor office to conference room.

2. Renovate office 14-107, women 14-106-R2, Shower 14-105-SH1, and

Mech Room 14-110-MC1.

SECTION 01 11 00.00 99 Page 3

3. Re-work corridor 14-100 while maintaining existing break room for employees.

4. Renovate open work area 14-101 (new lifts w/ foundations, new coiling doors, new epoxy floor, plumbing, electrical, fire protection work as shown). Contractor to anticipate working around employees during construction. Open work area 14-101 is anticipated to be completed in approx. 4 (plus or minus 2) sub-phases due to it being an active employee work area.

5. Return supervisor to newly renovated office.

d. Phase 4

1. Conference room to be utilized as temporary break room.

2. Renovate break room 14-103.

Exterior Work:

a. Exterior work shall be scheduled to closely coincide with the interior phasing to minimize the potential of weather impacting newly renovated interior space. Contractor to submit phasing plan showing exterior phases and how they coincide with interior for review and approval.

b. Window and door work shall be performed in same phase as interior space renovation is being performed.

1.2.2 Location

The work is located at the Tobyhanna Army Depot, Tobyhanna, PA, approximately as indicated. The exact location will be shown by the Government Designated Representative (GDR).

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the GDR a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 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 GDR. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

SECTION 01 11 00.00 99 Page 4

1.5 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.

1.5.1 Notification Prior to Excavation

Notify the GDR at least 48 hours prior to starting excavation work.

1.6 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish the materials and equipment for installation by the Contractor as listed in the Scope of Work Appendix.

1.6.1 Delivery Schedule

Notify the GDR in writing at least 14 calendar days in advance of the date on which the materials and equipment are required. Pick up materials and equipment no later than 30 calendar days after such date.

1.6.2 Delivery Location

The materials and equipment are located or will be delivered as described in the Scope of Work Appendix.

1.7 GOVERNMENT-INSTALLED WORK

The Government may install equipment or perform other work at the job site, excluding inspection and testing if it listed in the Scope of Work Appendix.

1.8 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the GDR to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area.

Provide 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 GDR. Store and protect salvaged materials and equipment until disposition by the GDR.

SECTION 01 11 00.00 99 Page 5

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00.00 99 Page 6

SECTION 01 14 00.00 99

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. Submit the following in accordance with Section 01 33 00.00 99 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Personnel List; G

List of Contact Personnel; G

Vehicle List; G

Statement of Acknowledgement Form SF 1413; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity 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.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a vehicle list, personnel list and 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 Government Designated Representative (GDR) will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Government Designated Representative, between Monday through Friday, excluding Government holidays.

SECTION 01 14 00.00 99 Page 1

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Government Designated Representative 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 Government Designated Representative 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 Government Designated Representative. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.2.4 Occupied Building

The Contractor shall be working in an existing building which is occupied.

Do not enter the building without prior approval of the Government Designated Representative.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Government Designated Representative.

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

Relocate movable furniture as required to perform the work, protect the furniture, and replace the furniture in its original locations upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

The Government will remove and relocate other Government property in the areas of the building scheduled to receive work.

1.2.5 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. Such interruptions are further limited to 6 hours. This time limit includes time for deactivation and reactivation.

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 Government Designated Representative giving reasonable advance notice when such operation is

SECTION 01 14 00.00 99 Page 2 required.

1.3 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II, "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area," and the following apply:

Submit Statement of Acknowledgement Form SF 1413.

1.3.1 Identification Badges

Identification badges, if required, will be furnished without charge.

Application for and use of badges will be as directed. Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges.

This form is available at http://www.uscis.gov/files/form/I-9_IFR_02-02-09.pdf.

Immediately report instances of lost or stolen badges to the Depot Security Office and to the Government Designated Representative.

1.3.2 1.4.1.4 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 14 00.00 99 Page 3

SECTION 01 30 00.00 99

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. Submit the following in accordance with Section 01 33 00.00 99 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, 1600 x 1200 x 24 bit true color 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 Government Designated Representative (GDR). 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 00.00 99 Page 1

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 Government Designated Representative may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 99 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

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 Government Designated Representative for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Government Designated Representative 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 Government Designated Representative to discuss and

SECTION 01 30 00.00 99 Page 2 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 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 Government Designated Representative 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 Government Designated Representative 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 GDR 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 Government Designated Representative. 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 Government Designated Representative a single (only one) e-mail address for electronic communications from the Government Designated Representative related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Government Designated Representative may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Government Designated Representative initiated e-mail with its own organization including field office(s). Promptly notify the Government Designated Representative, in writing, of any changes to this email address.

SECTION 01 30 00.00 99 Page 3

1.10 MEETING INVITATIONS/NOTIFICATIONS

Notify the Government Designated Representative of all scheduled meetings a minimum of 48 hours in advance utilizing Microsoft Office Outlook Invite for invitations/notifications unless otherwise noted.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 30 00.00 99 Page 4

SECTION 01 32 01.00 99

PROJECT SCHEDULE

02/15

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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

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. Submit the following in accordance with Section 01 33 00.00 99 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G Preliminary Project Schedule; G Initial Project Schedule; G Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2 years of experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

SECTION 01 32 01.00 99 Page 1

2.1.1 Government Default Software

The Government intends to use Microsoft Project.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required Microsft Project compatible file must be created and supported by the software manufacturer.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Government Designated Representative (GDR).

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Government Designated Representative directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Government Designated Representative may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

SECTION 01 32 01.00 99 Page 2

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Government Designated Representative will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission of mechanical/electrical/information systems layout drawings.

c. Long procurement activities

d. Submission and approval of O & M manuals.

e. Submission and approval of as-built drawings.

f. Submission and approval of DD1354 data and installed equipment lists.

g. Submission and approval of testing and air balance (TAB).

h. Submission of TAB specialist design review report.

i. Submission and approval of fire protection specialist.

j. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

SECTION 01 32 01.00 99 Page 3

k. Air and water balancing.

l. Building commissioning - Functional Performance Testing.

m. Controls testing plan submission.

n. Controls testing.

o. Performance Verification testing.

p. Other systems testing, if required.

q. Contractor's pre-final inspection.

r. Correction of punch list from Contractor's pre-final inspection.

s. Government's pre-final inspection.

t Correction of punch list from Government's pre-final inspection.

u. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11. This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site:

http://rms.usace.army.mil.

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

SECTION 01 32 01.00 99 Page 4

Field Activity Code Length Description

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Government Designated Representative.

Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Government Designated Representative. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

SECTION 01 32 01.00 99 Page 5

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of work are procurement phase and construction phase. Each activity can have only one Phase of Work code.

a. If the contract specifies phasing with separately defined performance periods, identify a PAse Code to allow filtering and organizing the schedule accordingly.

b. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

c. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

3.3.6.7 Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittals, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

3.3.6.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00.00 99 QUALITY CONTROL. An activity can have only one Feature of Work Code.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Government Designated Representative for approval on a case by case basis.

3.3.7.1 Project Start Date Milestone and Constraint

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.

SECTION 01 32 01.00 99 Page 6

3.3.7.2 End Project Finish Milestone and Constraint

The last activity in the schedule must be a finish milestone titled "End Project."

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.7.3 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.7.3.1 Start Phase

Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.

3.3.7.3.2 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

3.3.8 Calendars

Schedule activities on a Calendar to which the activity logically belongs.

Develop calendars to accommodate any contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays.