HANSCOM_PRIMARY_SCHOOL.pdf

W912WJ-16-R-0007

Hanscom Primary School

Hanscom Air Force Base, Bedford, Massachusetts

Construction Solicitation and Specifications

December 2015

Hanscom Primary School, Hanscom AFB, Bedford, MA

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 32 00

GEOTECHNICAL DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED(TM) DOCUMENTATION

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 CONTRACTOR QUALITY CONTROL

01 45 01 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 71 23 FIELD ENGINEERING

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 75 00 STARTING AND ADJUSTING

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 13 BUILDING COMMISSIONING REQUIREMENTS

01 91 15 BUILDING EXTERIOR COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 35 00 CONCRETE FINISHING

03 39 00 CONCRETE CURING

DIVISION 04 - MASONRY

04 21 13 NONBEARING MASONRY VENEER

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 05 24 ULTRASONIC INSPECTION OF WELDMENTS

05 12 00 STRUCTURAL STEEL

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05 21 13 DEEP LONGSPAN STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING (DESIGNATED "CFMF")

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 15 STRUCTURAL CEILING GRID

05 51 00 METAL STAIRS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 08 27 BUILDING AIR BARRIER SYSTEM TESTING FOR COMMISSIONING

07 11 16 AIR AND VAPOR BARRIER

07 14 00 FLUID-APPLIED WATERPROOFING

07 17 00 BENTONITE WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 33 63 VEGETATED AND PAVER ROOF SYSTEM (BID OPTION #2 AND #14)

07 43 00 ALUMINUM PLATE PANEL TRIM

07 45 00 FIBER REINFORCED CEMENT PANEL SYSTEM

07 54 19 POLYVINYL-CHLORIDE (PVC) ROOFING

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

07 95 00 EXPANSION CONTROL

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 60 45 SKYLIGHTS

08 62 01 FIBERGLASS SANDWICH PANEL ASSEMBLIES (FGSPA)

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

08 97 00 STRUCTURAL GLASS CANOPY

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 64 29 WOOD STRIP FLOORING

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 68 00 CARPETING

09 72 00 WALLCOVERINGS

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09 83 13 ACOUSTICAL WALL TREATMENT

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 01 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 21 23 CUBICLE TRACK AND HARDWARE

10 22 39 OPERABLE PARTITIONS (VERTICAL AND HORIZONTAL)

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 73 00 PROTECTIVE WALKWAY COVER

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

11 52 00 MOTORIZED PROJECTOR LIFTS

11 52 13 MOTORIZED PROJECTION SCREENS

11 68 13 PLAYGROUND EQUIPMENT

11 68 14 INDOOR ATHLETIC EQUIPMENT

DIVISION 12 - FURNISHINGS

12 22 00 CURTAINS

12 24 13 ROLLER WINDOW SHADES

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 66 00 TELESCOPIC STANDS AND SEATING

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 42 00 SWINGSPACE TRAILER FACILITY MODULARS

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 01 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 24 00 HYDRAULIC ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

22 33 30 SOLAR WATER HEATING EQUIPMENT

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

PROJECT TABLE OF CONTENTS Page 3

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00 COMMISSIONING OF HVAC AND PLUMBING SYSTEMS

23 09 23 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 52 00 BOILERS AND HEATING EQUIPMENT

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS

23 82 02 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 43 DIGITAL-NETWORK LIGHTING CONTROLS

26 12 19 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 28 01 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 33 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM ABOVE 15 KVA

CAPACITY

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 55 61 THEATRICAL LIGHTING AND EQUIPMENT

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 28 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 21 00 INTERCOMMUNICATION SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

27 53 13 CLOCK SYSTEM

27 60 01 ENERGY EFFICIENCY EDUCATION DASHBOARD

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 01 ELECTRONIC SECURITY SYSTEM

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 10 00 PERVIOUS BITUMINOUS CONCRETE PAVEMENT

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS AND PARKING AREAS

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(IMPERVIOUS PAVEMENT)

32 13 13 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND GRANITE CURBS

32 18 16 PLAYGROUND PROTECTIVE SURFACING

32 31 13 CHAIN LINK FENCES AND GATES

32 32 23 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 40 99 STORM FILTER

33 51 13 NATURAL-GAS METERING

33 51 15 NATURAL-GAS DISTRIBUTION

33 70 02 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 00 00 APPENDIX A: GEOTECHNICAL ENGINEERING REPORT

35 00 01 APPENDIX B: LIMITED SUBSURFACE SOIL INVESTIGATION

35 00 02 APPENDIX C: PRE-DEMOLITION HAZARDOUS MATERIALS SURVEY

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 32 00

GEOTECHNICAL DATA

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 EXAMINATION OF SAMPLES

1.4 SOIL CLASSIFICATION

1.5 INTERPRETATION

1.6 LABORATORY TESTS

-- End of Section Table of Contents --

DOCUMENT 00 32 00 Page 1

DOCUMENT 00 32 00

GEOTECHNICAL DATA

PART 1 GENERAL

1.1 SUMMARY

The surface conditions indicated on the contract drawings and in the specifications are the result of site surveys, borings, and laboratory tests. Copies of the logs of explorations, laboratory test results, and locations at the site where subsurface investigations were performed are located in the Appendix at the end of the specifications.

1.2 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM D2487 (2011) Soils for Engineering Purposes (Unified Soil Classification System)

1.3 EXAMINATION OF SAMPLES

Subsurface explorations were performed by the GeoConcepts Engineering, Inc.. Pertinent subsurface information is shown in the Appendix attached to the specifications. Maintenance and native materials obtained from the subsurface explorations may be available for examination. Arrangements to view the samples shall be made with Rebecca Smith-Zakowicz of GeoConcepts Engineering, telephone (703) 726-8030 or email rsmith@GeoConcepts-Eng.com.

Two working days prior notice is required in order that samples can be removed from storage and set up for examination.

1.4 SOIL CLASSIFICATION

The soil classification of the soil samples was done in accordance with ASTM D2487 in the laboratory.

1.5 INTERPRETATION

Subsurface investigation data are provided only for information purposes and for the convenience of the Contractor. The data shown on the boring logs is for the specific locations indicated only and no assurance is given that these conditions are representative of conditions between borings or areas adjacent thereto. The responsibility lies with the Contractor to interpret subsurface conditions that may affect his work.

1.6 LABORATORY TESTS

Laboratory tests were generally performed in accordance with the following test methods identified in the report provided within the Appendix at the end of the Specifications.

DOCUMENT 00 32 00 Page 2

Note: Not all samples were tested in the laboratory using all the methods described above.

-- End of Document --

DOCUMENT 00 32 00 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 WORK SITE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 SECURITY

1.4.1 General

1.4.2 Project/Site Conditions

1.4.3 Entry

1.4.3.1 Identification Badges

1.4.3.2 School Site Additional Identification Badges

1.5 PRE-CONSTRUCTION SURVEY

1.6 PROGRESS AND COMPLETION PHOTOGRAPHS

1.7 WORK SEQUENCE AND SCHEDULING

1.7.1 Working Hours

1.7.2 Work Outside Regular Hours

1.7.3 Work Sequence

1.7.3.1 General

1.7.3.2 Two-Week Schedule of Work Activities

1.7.4 SPECIAL SCHEDULING REQUIREMENTS

1.7.5 Personnel and Equipment

1.7.5.1 General

1.7.5.2 Rate of Progress

1.8 CONTRACTOR'S FULL TIME PERSONNEL

1.9 SUPERINTENDENCE BY THE CONTRACTOR

1.10 CONTRACTOR SPECIAL REQUIREMENTS

1.10.1 Asbestos Containing Material

1.10.2 Temperature Control, HVAC TAB, and Apparatus Inspection

1.11 CONTRACTOR ACCESS AND USE OF PREMISES

1.11.1 Entry Control

1.11.2 Activity Regulations

1.11.2.1 Traffic and Coordination of Work

1.11.3 Subcontractors and Personnel Contacts

1.11.4 Authorized Contractor Representative

1.11.5 Occupied Buildings

1.11.6 Work Limits

1.11.7 Contractor's Receipt of Supplies

1.11.8 Contractor's Operations and Storage Areas

1.11.9 Mechanical Equipment

1.11.10 No Smoking Policy

1.11.11 Government Sanitary Facilities

1.11.12 Borrow, Excavation, Welding and Burning Permits

1.12 PRECONSTRUCTION CONFERENCE

1.13 PARTNERING

1.13.1 Formal Partnering

1.14 COORDINATION DRAWINGS

SECTION 01 00 00 Page 1

1.14.1 Development of Coordination Drawings

1.14.2 Time of Coordination of Drawing Preparation

1.14.3 Procedure

1.14.4 Work Installed Without Prior Approval

1.15 AVAILABILITY OF CADD DRAWING FILES

1.16 ELECTRONIC MAIL (E-MAIL) ADDRESS

1.17 MATERIALS AND EQUIPMENT TO BE REMOVED

1.18 TEMPORARY PROTECTION

1.19 UTILITIES

1.20 PLANNED UTILITY OUTAGES AND INTERRUPTIONS

1.21 UTILITY CUTOVERS

1.22 UNDERGROUND UTILITIES

1.23 UTILITIES NOT SHOWN

1.24 TEMPORARY UTILITIES

1.25 QUALITY ASSURANCE

1.26 CONCEALED WORK

1.27 STORAGE AND HANDLING

1.28 SCHEDULING

1.29 DAMAGED PROPERTY

1.30 CLEANING UP

1.31 SAFETY PRECAUTIONS

1.32 FIRE PROTECTION DURING CONSTRUCTION

1.33 ENVIRONMENTAL PROTECTION

1.34 HAZARDOUS MATERIAL REPORTING

1.35 HAUL ROUTES

1.36 TEMPORARY STAGING AND CONSTRUCTION AIDS

1.37 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT PLAN AND REPORTING

1.38 EXTENDED WARRANTIES

1.39 AFFIRMATIVE PROCUREMENT PROGRAM

1.40 DAILY REPORT

1.41 FACILITY TURNOVER PLANNING MEETINGS

1.42 FINAL CLEAN-UP

1.43 RECORD DRAWINGS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 WORK SITE

The site of the work is on a military installation and all rules and regulations issued by the Commanding Officer covering general safety, security, sanitary requirements, pollution control and traffic regulations, shall be observed by the Contractor. Information regarding these requirements may be obtained by contacting the Contracting Officer, who will provide such information or assist in obtaining the information from appropriate authorities.

1.2 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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2009) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 2011) Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-600-01 (2006; Change 3, 1 March 2013) Fire Protection Engineering for Facilities

1.3 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 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Authorized Contractor Representative; G, RO

List of Emergency Contact Personnel; G, RO

Letter for Identification Badges; G, RO

View Location Map; G, RO

Progress and Completion Photographs; G, RO

SECTION 01 00 00 Page 1

Coordination Drawings; G, RO

Two-Week Schedule of Work Activities; G, RO

Continuously submit to the Contracting Officer a detailed schedule of work activities, which the Contractor intends to perform over a 2 week period throughout the performance period of the contract.

"Pre-construction Survey Report"; G, RO

1.4 SECURITY

1.4.1 General

a. All project work and conduct of construction activity must comply with all installation security regulations and policies.

b. The Contractor shall restrict all activities and movement of workers, supplies, and equipment to the designated project area and haul routes.

c. The Contractor shall obtain prior approval from the Contracting Officer for use of a camera for progress and completion pictures. The Contractor shall not allow any additional cameras on the project site nor photographs to be taken without written permission of the Contracting Officer.

1.4.2 Project/Site Conditions

The Contractor shall report any vandalism, suspicious activities or devices to the Contracting Officer or installation police as soon as possible. The Contracting Officer will notify the Contractor of any heightened security measures and will expect vigilant monitoring of equipment, grounds and security fencing while working. At a heightened security posture, there may be work areas that are restricted. The Contracting Officer will notify the Contractor of these restricted areas, and work may be delayed or restricted or will be performed in these areas under the direct supervision of U.S. Army Corps of Engineers' personnel.

1.4.3 Entry

a. The installation is a closed facility that requires a valid identification badge to enter the installation. Vehicles and construction equipment entering the facility are subject to search. The installation is manned by armed police. The authority to issue search, seizure and apprehension authorizations for person's, places and vehicles on the installation has been delegated to installation police. NOTE: Telephonic pre-announcement of visitors will not be accepted.

b. It is a violation of federal statute to enter the installation at any point other than the designated location without authorization. The Contractor shall enter the project site only at a location approved by the Contracting Officer.

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

SECTION 01 00 00 Page 2

1.4.3.1 Identification Badges

Identification badges will be issued to the Contractor, without charge, on the following conditions:

1. Submit a letter for identifications badges showing the project name, contract number, the full name, address, and social security number of all Contractor workers, to include subcontractors, and the Contractor's full address and telephone number. Badges shall be worn and be visible at all times while on the Installation.

2. Contractor shall verify and certify that all workers are US citizens.

3. Contractor's employees and subcontractors shall have a State or Federal issued photo identification card.

1.4.3.2 School Site Additional Identification Badges

In addition to being cleared for access to Hanscom Air Force Base, all personnel working onsite must submit information for a CORI check to the Lincoln Public Schools. The CORI needs to be redone every 12 months.

Badges will be administered and issued through Lincoln Public Schools and must be displayed while working onsite at all times.

1.5 PRE-CONSTRUCTION SURVEY

Prior to the start of construction, the Contractor shall perform a pre-construction survey at the project site. This pre-construction survey shall include still photographs in accordance with subpart "Progress and Completion Photographs" and/or videos in sufficient quantity to fully document the existing condition of all features within the project site which may be impacted by construction activities, such as structures, pavement, fencing, vegetation, and other pertinent features. A written narrative shall be prepared by the Contractor which organizes and summarizes the findings of the pre-construction survey photographs and/or videos. The written narrative, together with the photographs and/or videos, shall constitute a "Pre-construction Survey Report", which shall be submitted to the Contracting Officer for approval. No on-site work shall be performed until this "Pre-construction Survey Report" has been approved.

1.6 PROGRESS AND COMPLETION PHOTOGRAPHS

a. Prior to first progress and completion pictures submittal, submit to the Contracting Officer a view location map in the form of a sketch or drawing indicating the required photographic locations. Update as required if the photographic locations change.

b. Submit to the Contracting Officer progress and completion photographs that photographically document the site conditions during construction operations. Include aerial photographs. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 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 Contracting Officer. Submit a view location sketch indicating points of view. Submit with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

SECTION 01 00 00 Page 3

Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.7 WORK SEQUENCE AND SCHEDULING

1.7.1 Working Hours

Normal work hours are from 7:30 a.m. through 4:00 p.m., Monday through Friday. The Contractor will not be permitted to work on Saturday, Sunday or legal holidays unless otherwise authorized by the Contracting Officer.

The exclusion of work on Saturday, Sunday and legal holidays has been considered in computing the performance time of this contract. The following legal holidays are observed:

January 1st (New Years Day) Third Monday in January (Martin Luther Jr. Day) Third Monday in February (President's Day) Third Monday in April (Patriot's Day) Last Monday of May (Memorial Day Observed) July 4th (Independence Day) 1st Monday of September (Labor Day) 2nd Monday of October (Columbus Day Observed) 11th of November (Veterans Day) Fourth Thursday of November (Thanksgiving Day) 25th of December (Christmas Day)

When one of the above designated legal holidays falls on a Sunday, the following Monday will be observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday.

Requests to perform work at other times shall be made in writing to the Contracting Officer. Every effort will be made to accommodate such requests.

1.7.2 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, 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 shall be lighted in a manner approved by the Contracting Officer.

1.7.3 Work Sequence

1.7.3.1 General

There are certain essential criteria relative to the preparation of a work sequence and time schedule which the Contractor will be required to implement and follow during the prosecution of the work. Minor variations in the sequence of the items of work as specified may be made by the Contractor, provided such variations do not conflict with critical elements of the schedule. Proposed minor variations shall be noted on the progress charts submittal required by CONTRACT CLAUSE, entitled "SCHEDULES FOR CONSTRUCTION CONTRACTS". Variations shall be approved by the Contracting

SECTION 01 00 00 Page 4

Officer prior to implementation.

1.7.3.2 Two-Week Schedule of Work Activities

In conjunction with the project schedule specified in Section 01 32 01 PROJECT SCHEDULE, the Contractor shall provide to the Contracting Officer a detailed schedule of work activities, which the Contractor intends to perform over over a 2 week period (Monday thru Friday). The schedule of work activities shall be updated and submitted by the Contractor to the Contracting Officer on a weekly basis, by noon on every Thursday during the prosecution of work period. The schedule of work activities will be used as the basis for coordinating the Contractor's work with base activities, officials, and occupants and shall be used during a weekly meeting.

Failure to provide the 2 week schedule of work activities may result in a stop work order being issued by the Contracting Officer. The denial of work activities due to the Contractor's failure to submit the 2 week schedule of work activities shall not be the basis for a government caused delay claim.

1.7.4 SPECIAL SCHEDULING REQUIREMENTS

A. School Calendar Year.

1. The Hanscom Middle School and Hanscom Primary School will be fully operational from August 25th - June 30th each school calendar year.

2. The calendars for school years 2016-2017 AND 2017-2018 have not been set; however, each year will include three one-week vacations: one between Christmas and New Year's Day, one in February and one in April of each year.

B. Construction Sequencing Constraints

1. Temporary Modular Classrooms (Swingspace Trailer Facility)

a. The existing Swingspace trailer facility (31 trailers) being used during construction of the Hanscom Middle School will be retained and used to provide temporary classroom space during construction of the Primary School. Upon receipt of the Notice to proceed, the Primary School Contractor shall accept the Middle School contractor's (J&J Contractors, Inc.) assignment of all right, title and interest in the existing Middle School Swingspace trailer facility. The existing Swingspace trailer facility will be assigned to the Primary School contractor at no cost.

b. The Primary School contractor shall provide six additional temporary trailers required by the Primary School contract as part of the cost of construction under the base contract. The Primary School contractor shall insure and maintain all temporary trailers until the Primary School is complete and the temporary classroom space is no longer required.

c. Lincoln Public School will cease using the existing trailer facility as a middle school on or about 27 June 2016.

d. Other than as specifically allowed by the Contracting Officer, NO modifications or other disruptions can be made to the existing trailer facility until 5 July 2016 to allow Lincoln Public Schools to move out necessary materials, equipment, and supplies.

SECTION 01 00 00 Page 5

e. The Hanscom Primary School Swingspace trailer facility must be complete and operational no later than August 1, 2016.

f. Lincoln Public Schools will then move materials, furniture, and equipment from the existing Primary School building into the new Swingspace and will complete that work no later than August 15, 2016.

g. On August 16, 2016, the Contractor can take possession of the Primary School Site to begin Demolition and new construction work.

h. Upon completion of the Primary School, the Primary School contractor shall remove and dispose of all temporary trailers and restore the site.

i. Upon completion of construction of the new school, allow 90 days for the Government to vacate the Swingspace trailer facilities prior to beginning removal of the swingspace trailers.

C. Deliveries to and from the Construction site.

1. Construction deliveries shall not pass in front of the entrance driveway (located along Marrett St.) to the Middle and Primary School Parking lot Drop off pickup area. Deliveries also shall not pass along Ent Rd., or anywhere within the residential neighborhood during the following School arrival and dismissal times:

a. 7:30am- 8:15am M - F (arrival)

b. 2:30pm- 3:15pm M, T, Th, F (dismissal)

c. 12:15pm -1:00pm W (dismissal)

D. Access to the Middle School site during the school year.

1. Access to the Middle School site including utilities and communications can take place:

M - F after 4:00pm Weekends, Holidays, and Vacation Days per school calendar.

July 1 - August 25 (outside of the occupied school calendar year)

2. When work involves the shutdown of utilities or communications affecting the school, a minimum of twenty-one (21) calendar day notice shall be provided to the school (coordinated through the Contracting Officer) to allow for notification of all user groups. If power will be shut off for a period of time that would compromise food supplies in freezers and refrigerators or cause disruption to the communication systems, backup generators are required to ensure that the operations of the schools are not disrupted.

F. The adjacent Middle School 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 of the school.

G. Permission to interrupt any Installation roads, railroads, and/or utility service shall be requested in writing a minimum of 21 calendar days prior to the desired date of interruption.

SECTION 01 00 00 Page 6

1.7.5 Personnel and Equipment

1.7.5.1 General

The Contractor shall employ ample personnel and sufficient equipment to accomplish the work of this contract in the least amount of time, within the prosecution period specified in Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS, Clause 1.

1.7.5.2 Rate of Progress

Should the Contractor fail to maintain a satisfactory rate of progress in accordance with the Contractor's approved progress schedule, the Contracting Officer may require that additional personnel and equipment be placed on the work and weekend and overtime work be performed, in order that the work be brought up to schedule and maintained.

1.8 CONTRACTOR'S FULL TIME PERSONNEL

The designated Site Superintendent, CQC System Manager, and Site Safety and Health Officer (SSHO) must be on the site at all times during construction. Refer to Sections 01 45 00 CONTRACTOR QUALITY CONTROL and 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS for requirements pertaining to the CQC System Manager and the Site Safety and Health Officer (SSHO).

1.9 SUPERINTENDENCE BY THE CONTRACTOR

a. At least one qualified superintendent capable of reading, writing, and conversing fluently in the English language shall be on the job site at all times during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

b. At all times during the performance of the contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer and has the authority to act for the Contractor.

c. Failure to comply with this requirement may be deemed as cause for a non-compensatory stoppage and suspension of work until the deficiency is remedied.

d. The superintendent may also serve as the Contractor Quality Control (CQC) System Manager and the Site Safety and Health Officer (SSHO), contingent upon meeting the requirements of each as specified in the contract documents.

1.10 CONTRACTOR SPECIAL REQUIREMENTS

1.10.1 Asbestos Containing Material

All contract requirements of Section 02 82 14 ASBESTOS HAZARD CONTROL ACTIVITIES assigned to the Competent Person shall be accomplished directly by a first tier subcontractor.

1.10.2 Temperature Control, HVAC TAB, and Apparatus Inspection

All contract requirements of Section 23 09 23 BACnet DIRECT DIGITAL CONTROL

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SYSTEMS FOR HVAC and Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent. No work required by Section 23 09 23 and 23 05 93 shall be accomplished by a second tier subcontractor.

1.11 CONTRACTOR ACCESS AND USE OF PREMISES

1.11.1 Entry Control

a. Before construction starts and prior to any worker arriving at the installation for the first time, the Contractor shall prepare and submit a letter, in accordance with subpart "Security," requesting an identification badge for each worker, to include all subcontractors, who will be working on the installation.

b. The Contractor shall be responsible for returning all Identification Badges to the Contracting Officer after completion of the project. Final payment will not be made until all identification badges are returned.

1.11.2 Activity Regulations

Ensure that Contractor personnel employed on the Activity or definable feature of work become familiar with and obey regulations including safety, fire, traffic, and security. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (7:00 to 9:00 a.m. and 2:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer.

Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.11.2.1 Traffic and Coordination of Work

A. The Contractor shall coordinate all phases of work with the Contracting Officer. A detailed time schedule shall be submitted within five (5) calendar days after receipt of a written Notice to Proceed of each anticipated requirements for road closures or traffic impacts. This includes full road closures, partial road closures, and impacts to parking areas. It is the intent of this contract for all work to be performed in an orderly manner with minimum disturbance and inconvenience to vehicular and pedestrian traffic. Access for fire protection shall be maintained at all times. The Contractor shall coordinate and provide traffic control for any temporary altered patterns; no personnel, signage, equipment, or logistical assistance from Security Forces will be provided. This schedule shall be separate from any other construction schedule itherwise required.

Each request shall habe listed:

1. Anticipated date;

2. Approximate durtion;

3. List of roads, facilities, and parking areas affected;

4. Reason for shutdown (work to be accomplished during the shutdown);

5. Traffic Control Plan.

B. Twenty one (21) calendar days prior to each required shutdown, the Contractor shall make a specific request for the road closure or traffic impact. This request shall include the information listed above, plus reuested time and duration of the shutdown.

C. No traffic impacts will be permitted at the Hartwell or Vandenberg gates

SECTION 01 00 00 Page 8 during peak traffic times

1. Peak AM Traffic : 0700 to 0900.

2. Peak PM Traffic: 1430 to 1700.

3. Special access arrangements must be made a minimum of twenty one

(21) days prior to deliveries for all oversize loads that cannot maneuver through the current Base Access Gate for construction.

1.11.3 Subcontractors and Personnel Contacts

The Contractor shall provide a list of emergency contact personnel, to include subcontractors, providing 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.

1.11.4 Authorized Contractor Representative

The Contractor shall provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract.

1.11.5 Occupied Buildings

a. The Contractor will be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

b. The buildings and its contents shall be kept secure at all times.

Provide temporary closures as required to maintain security as directed by the Contracting Officer.

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

d. Leave attached equipment which is not part of the contract in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

1.11.6 Work Limits

Work shall be restricted to the areas shown on the contract drawings in addition to storage areas assigned to this Contractor. Travel through any other parts of the installation by Contractor and subcontractor personnel will not be permitted unless under escort by a Government employee.

1.11.7 Contractor's Receipt of Supplies

The Contractor shall be responsible for all arrangements for the receipt of materials and supplies at the job site. Government personnel are not permitted to receive or sign for items delivered to the site.

1.11.8 Contractor's Operations and Storage Areas

The Contractor shall conform to Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS and confine all operations (including storage of materials) on Government premises to areas authorized or approved by the

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Contracting Officer. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance. At the end of each workday, secure all entrances to work and storage areas. Securing methods shall be approved by the Contracting Officer.

1.11.9 Mechanical Equipment

All self propelled construction equipment operated on the project, whether moving alone or in combination, shall be equipped with an automatic signal alarm which sounds off while the equipment moves in reverse. Alarm may be continuous or intermittent and shall be audible for a distance of 200 feet, irrespective of the conditions and circumstances under which the equipment is being operated. Alarms shall operate under initial backward movement, and if intermittent, shall sound at intervals not to exceed three seconds.

1.11.10 No Smoking Policy

Smoking is prohibited within and outside of all buildings on the 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.

The Massachusetts General Laws Ch 71 Section 37H and Lincoln School Committee Policy ADC prohibit the use of any tobacco products within the school buildings, the school facilities or on the school grounds or on school buses by any individual, including school personnel. Designated smoking areas will have to be off the school property.

1.11.11 Government Sanitary Facilities

Toilet facilities are not available on site for Contractor's use. The Contractor shall provide portable toilets for its personnel and subcontractors.

1.11.12 Borrow, Excavation, Welding and Burning Permits

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on project site.

1.12 PRECONSTRUCTION CONFERENCE

a. After award of the contract but prior to commencement of any work at the site, the Contractor shall attend a preconstruction conference.

b. The Contracting Officer will conduct the preconstruction conference with key Contractor personnel. The purpose of the conference is to review contract requirements, and other items such as, but not limted to, administration of the project, safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work, and to establish a working relationship between the Contractor's Staff and the Corps of Engineers personnel who will be closely associated with the project. During the conference, the Contracting Officer will inform the Contractor concerning Job Safety, Quality Control, Labor Relations, and Environmental Protection. The Contractor's superintendent, major subcontractors who will engage in the work, Quality Control Representative, and Site Safety and Health Officer

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(SSHO) shall attend this conference.

1.13 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 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.

1.13.1 Formal Partnering

a. Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the Facilitator, the meeting room, and other incidental items. In exception, participants shall bear their own costs for meals, lodging, and transportation associated with the Partnering sessions.

b. Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards, etc.), and have these items available at the Partnering session.

Provide copies of documents for distribution to all attendees.

c. The Facilitator shall be experienced in conducting Partnering Workshops, and shall be acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.

1. The Initial Partnering Session shall be a duration of one day minimum.

It shall be located at a place off the construction site, as agreed to by the Contracting Officer and the Contractor. It may take place concurrently with the Pre-Construction Meeting.

2. The Follow-on Partnering Session(s) generally last a half day or less.

Schedule them at 3 to 6 month intervals, or when needed. Participants are encouraged to utilize electronic means to expedite meetings.

Meetings may be held at a location off the installation, at the project site, or in a Government Facility on the installation. Follow-on meetings may be held concurrently with other scheduled meetings.

Attendees need only be those required to resolve current issues.

Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.

1.14 COORDINATION DRAWINGS

The Contractor and the HVAC, Plumbing, Fire Protection, Electrical and any other involved subcontractors are each required to participate in the creation and updating of one complete composite set of coordination

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1.14.1 Development of Coordination Drawings

The purpose of the coordination drawings is to preplan the installation of HVAC, Electrical, Fire Protection, Plumbing and the work of any other involved subcontractors in relation to the existing and new facility, its structure, ceilings, etc. It is the intent of these coordination drawings to identify coordination problems and interferences prior to installation.

Coordination drawings shall also serve to establish the layout of work which will be exposed in finished spaces for review by the Contracting Officer. Drawings shall show the work of all trades covered (including both existing and new) and shall show clearly in both plan and section that all work can be installed without interference. This effort shall be led by the Contractor.

1.14.2 Time of Coordination of Drawing Preparation

The coordination drawings shall be prepared, submitted and accepted before any sleeves or inserts are set, any floor openings are core drilled, or any mechanical or electrical equipment or bases or related work is fabricated or installed. The completion of the coordination drawings by each trade will be a prerequisite for any progress payment for any material or equipment delivered or for any work by these trades. The preparation of coordination drawings acceptable to the Contracting Officer are a contract requirement, the cost of which is included in the contract price. The cost of coordination drawings shall be included as a separate line item in the Schedule of Prices.

1.14.3 Procedure

a. The Contractor shall produce drawings on CADD which are compatible with Government's system, at a minimum scale of 3/8 inch = 1 foot, showing constraints such as structure, ceiling, soffit and fascia location, existing items, etc. These shall be used as the coordination drawing base. The Contractor shall transmit, either electronically or by disk, his drawing to the HVAC subcontractor who, including his sheet metal subcontractor, shall provide scale location of duct, pipe, necessary supports, equipment outlines, etc. The HVAC subcontractor shall transmit, either electronically or by disk, these drawings to the Plumbing subcontractor who shall place the location of his pipe, hangers, equipment outlines, etc., on these drawings; that is, add his work to the drawings which already show the HVAC work. These drawings shall then be transmitted, either electronically or by disk, to the Fire Protection subcontractor who shall add his pipe location, hangers, equipment outlines, etc., to the drawings. These drawings shall be transmitted, either electronically or by disk, to the Electrical subcontractor who shall add his conduit, cable tray runs, equipment outlines, etc., to the drawings and transmit them to other involved subcontractors or if there are none, back to the Contractor. If other subcontractors are involved, they shall follow the same format as above.

b. In the case where this work will be exposed in finished spaces, special consideration must be given to its layout, for example, ductwork, piping, conduit, etc., shall be run in parallel lines and the spacing between them shall be uniform, i.e., equal or similar in dimension.

The Contractor shall confer with the Contracting Officer in advance of initiating the coordination drawing effort in order to ascertain the Contracting Officer's expected result.

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c. The Contractor will then hold a meeting with all involved subcontractors in attendance to resolve any conflicts or problems.

After the coordination drawings are reviewed and any conflicts resolved, the originals shall be signed by the Contractor and each of the involved subcontractors.

d. The Contractor shall then make copies and submit the signed coordination drawings to the Contracting Officer, as record drawings.

He shall also transmit copies to the above subcontractors.

Coordination Drawings submitted to the Contracting Officer shall also be on CADD discs which are Government's system.

e. The Contractor shall retain the drawings to be used in preparing as-built drawings.

1.14.4 Work Installed Without Prior Approval

Any work fabricated or installed prior to the signing of coordination drawings shall be at the Contractor's and subcontractor's risk. Subsequent relocations required to avoid interferences shall be made without additional expense to the Owner. If interference develops, the Contractor shall recommend (subject to Contracting Officer's review and acceptance) which work shall be relocated, regardless of which was installed first.

1.15 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

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If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indication of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.16 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall 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. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s).