31B-271 (4) 000k B. Firesafing and smoke seal is required for all pipes, ducts or conduit penetrations through rated walls or
partitions and at positions separating smoke zones from each other--if smoke zones or plenums are employed
in the building. Each of the principle trades -- plumbing, sprinklers, HVAC and electrical -- are to provide
their own pipe and duct sleeves and to do their own firesafing and smoke seal work.
C. Firesafing and smoke seal of pipe and duct penetrations through non-rated secondary walls within a rated
larger area need not require firesafing and smoke seal until they penetrate the rated walls.
D. Firesafing and smoke seal materials are as follows:
1. 'Poke-through" fire containment, USG "THERMA-FIBER", fire test CEG 4-11-78; USG 6-2-76;
CEG 8-7-85.
2. USG"THERMAFIBER"rigid-type,various thickness.
3. USG"THERMAFIBER SMOKE SEAL COMPOUND"--UL No.R11327-L;UL No.R11327-R.
4. Dow Coming fire stop sealant and Dow Corning fire stop foam"A" and "B" UL classified for
1,2 and 3 hours.
5. All firesafing material must be non-combustible as defined by NFPA standard 220 when tested in
accordance with ASTM E136; melt point - 200°F; when in contact with metal, be non-corrosive
meeting FS-HH-1-558 B; "k"value of 0.25 or less per ASTM C 518; the material shall be moisture-
resistant, mildew, vermin-proof and non-deteriorating. The firesaf ng insulation shall be fire
containment tests per ASTM E119.
oft
3.09 SPLICES
A. Make splices for #10 or smaller conductors with UL approved solderless connectors based on 3M Co.
"Scotch-lock"Type Y,R,G or B,Buchanan,or T&B "Stakon". Make splices,cable taps,and terminals for#8
or larger conductors with UL approved bolted pressure conductors of bronze or copper construction equal to
those manufactured by T&B or Bumdy.
END OF SECTION
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C. Pull boxes shall be adequate size to accommodate the conductors installed therein without excessive bending
of the conductors,which would damage the conductor insulation.
D. Label the inside covers of Junction Boxes,Wireway,and Pull Boxes with panel and circuit numbers.
3.06 INSTALLATION
A. All control wiring (line voltage or low voltage) and raceways required to complete the temperature control
system (by interconnecting starters, thermostats, and like devices) shall be installed by the Electrical
Subcontractor as shown on the drawings.Refer to control diagrams provided by the Mechanical Contractor.
B. This Contractor shall endeavor to layout and perform his work in such a manner as to cause no delay in the
construction work by other trades.
C. This Contractor shall verify all measurements and shall be responsible for the correctness of same. No
allowance will be made for differences between actual measurements and those shown on the plans.
D. If, in layout of his work, this Contractor finds that the work of other trades might interfere with him, the
Architect/Engineer shall be notified at once. The right is hereby reserved by the Architect/Engineer to make
reasonable changes in arrangement of equipment, piping, etc., prior to roughing-in, if interference is found,
without additional cost to the Owner.
3.07 WORKMANSHIP
A. Verify all conditions and measurements in the field.
B. All work shall be done in compliance with the 1999 N.E.0 with the State of Mass.Amendments.
C. All raceways shall be fastened with manufactured devices 2'-0" from each box,coupling or fittings. Tie wires
will not be permitted.
D. Arrange exposed work as closely as practicable to wall or ceiling surfaces and in accurate alignment. Where
option of more than one material is given, selection shall be confined to those which may be properly
installed.
E. Install all work in a neat and workmanlike manner by workmen thoroughly qualified in the trade or duties they
are to perform. Rough work will be rejected.
F. All connections to motors and mechanical equipment shall be with liquid tight flexible conduit with
equipment ground wire,size according to N.E.C. 250-122.
3.08 FIRESAFING AND SMOKE SEAL
A. Firesafing and smoke seal is required where pipes, ducts and conduit leave or enter any vertical pipe/duct
shaftway at all floors and through all walls above or below any Class "A" acoustical tile ceiling or any space
without any type of finish ceiling.`
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J. All 30 loads shall be fed using conduit and wire.
3.04 LIGHTING FIXTURES
A. Installation of all lighting fixtures shall be done by experienced mechanics. Lighting fixtures shall not be
installed where finished coat of paint has been applied to ceiling and walls until paint is thoroughly dry.
B. Lighting fixtures in equipment rooms shall not be installed until after all piping and ductwork is in place.
Lighting fixture layout shown on the drawings is typical layout but may be modified to provide adequate
lighting of the equipment space according to final construction conditions. Any relocation of fixtures due to
duct or piping interference shall be as directed by the Architect/Engineer,at no expense to the Owner.
C. The Electrical Subcontractor shall be responsible for proper coordination of all lighting fixture locations.
Provide separate support for all fixtures mounted on or recessed in hung ceiling. He shall confer with Ceiling
Contractor and Ventilating Contractor to coordinate lighting system with other trades.
D. Fixtures shall be rigidly mounted to fixture stud in outlet boxes. Malleable iron hickies or extension pieces
shall be provided where required.
E. Provide and install suitable cover plate or canopy for each fixture outlet box where the fixture does not
provide a suitable cover.
F. Fixtures located on exterior of building shall be installed at a uniform height from the floor and hang plumb.
G. Each fixture shall be completely wired in an approved manner with No. 12 AWG copper standard wire, 600
volt,with type AF insulation;recessed lay-in fixtures to be furnished with 7 ft.0 in.no. 14 AF wire and 6 ft. 0
in, greenfield.
H. Circuit wiring running through the fixtures shall be No. 12 AWG with type AF insulation. There shall be no
joints in the wires other than those absolutely required. The fixture wires shall be of sufficient length for
making approved connections at the fixture outlets and at the lamp-holders or ballasts.
I. Joints and splices within fixtures to be either soldered and taped with plastic electrician's tape or secured by
wire nuts or indent type lug fasteners.
J. Upon completion of the installation of the lighting fixtures and lighting equipment, they must be in first-class
operating order and in perfect condition as to finish, etc. Check for proper operation and appearance,
alignment of fixtures and proper placement of lenses, louvers, lamps and other light controlling or modifying
appurtenances.
3.05 OUTLET AND JUNCTION BOXES
A. Receptacle boxes unless otherwise noted, shall be approximately 20 in. above finished floor. Switch outlets
shall be forty-four(44) inches above finished floor, unless otherwise noted. All mounting heights are to the
centerline of the outlets.The Electrical Subcontractor shall check with Architectural and Structural Plans for
interference's.
C. Junction and outlet boxes, where exposed to weather and wet locations, shall be of the threaded hub type and
provided with watertight screw-on cover and gasket.
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the wiring system shall be grounded. The ground connection shall be made at the main service equipment and
shall be extended to the point of entrance of the metallic water service and to driven rods on the exterior of the
buildings.
F. The Electrical Subcontractor shall furnish and install all materials required for the grounding and/or bonding
in the building of all equipment,power and lighting systems.
G. The Electrical Subcontractor shall make tight and proper all metallic components and equipment to one
another and to ground, using a positive foolproof system of connections. Provide and install bonding and
grounding conductors with approved termination where required, conforming with latest National Electric
Code and other applicable specification standards.
H. An insulated equipment ground conductor shall be installed in each length of flexible metallic conduit
connecting to motors, recessed lighting fixtures and other equipment components for continuity. Positive
ground connections with ground wire shall be made at each outlet box, lighting fixture, motor and other
equipment components by means of positively secured ground clamp in each. The ground conductor shall be
sized in accordance with table 250-122 of the NEC with the exception that the minimum size grounding
conductor shall be# 12.
3.03 CONDUITS AND FITTINGS
A. All underground conduits shall be installed so as to provide the straightest possible run with not more than the
equivalent of four (4) 90 degree bends in a single run. Where more bends are necessary, the Electrical
Subcontractor shall provide suitable pull boxes.
Oft B. Conduits and MC cable in the building shall be installed parallel and perpendicular to building structure. All
conduits 1" and larger shall be installed with not more than the equivalent of four (4) 90 degree bends in a
single run Where more bends are necessary,the Electrical Subcontractor shall provide suitable pull boxes.
C. Electric metallic tubing with approved fittings will be accepted in lieu of heavy wall conduit where so
approved by the National Electrical Code.
D. Conduit shall be fished and cleaned and dry before pulling wires and shall be suitably protected against
entrance of dirt and moisture during construction.
E. Ends of all conduits shall be reamed and all joints made waterproof. Connections to junction boxes shall be
double locknut and bushing,using insulated bushings on all conduit 1'/4"or larger.Grounding bushing shall be
provided at all panel connections.
F. Conduit connections to motor frames shall have a minimum of 18 inches of greenfield to eliminate vibrations
and noise being transferred to other parts of the building,with cable jumper across greenfield and fittings.
G. Metal bushings shall be provided on all conduit stubs.
H. Connections to moving or vibrating equipment shall be accomplished using flexible steel conduit. In damp,
wet or where exposed to weather liquid tight flexible metal conduit shall be used.
I. MC cable may be used for all single phase branch circuits and for signal systems where indicated in the
specifications.MC cable in the building shall be installed parallel and perpendicular to building structure.
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PART 3 EXECUTION
3.01 GENERAL
A. This Contractor shall endeavor to layout and perform his work in such a manner as to cause no delay in the
construction work by other trades.
B. This Contractor shall verify all measurements and shall be responsible for the correctness of same. No
allowance will be made for differences between actual measurements and those shown on the plans.
C. If, in laying out his work, this Contractor finds that the work of other trades might interfere with him, the
Architect/Engineer shall be notified at once. The right is hereby reserved by the Architect/Engineer to make
reasonable changes in arrangement of equipment, piping, etc., prior to roughing-in, if interference is found,
without additional cost to the Owner.
D. All work shall be installed in such a manner as to be readily accessible for maintenance,repair and operation.
Deviations from the plans must be approved by the Architect/Engineer without additional cost to the Owner.
E. The locations of outlets, apparatus and equipment are approximate only and the runs of feeders, mains and
branches are not necessarily to be made exactly as shown on the plans.The exact locations of such work shall
be determined after full consideration has been given to work of other trades and without changes in the
design of the systems. The entire installation shall conform to the latest issue of the National Electric Code
and local inspection authorities.
oft F. Electrical equipment,such as junction and pull boxes,controls and apparatus,shall be made accessible.
3.02 GROUNDING
A. Ground all conduits,supports,cabinets,equipment,services,transformer secondaries containing a neutral,and
emergency standby systems containing a neutral in accordance with all applicable codes and ordinances.
Ground conductor shall be insulated and shall be run in conduit.
B. Ground shall be connected to an accessible continuous underground cold water main not smaller than 2-inch
trade size by means of approved ground fittings. Adjacent to the ground clamp provide an additional ground
clamp on the cold water main and connect to driven copperweld ground rods, minimum 10-feet long, in
sufficient quantity to reduce resistance to ground to less than 5 ohms. Rods shall be driven as close as possible
to the cold water main and shall be connected to each other and to the clamp on the cold water main with#4/0
bare copper. The Electrical contractor shall submit ohm meter reading tape to the engineer for approval.
C. Grounding insulating bushings,equal to O.Z. type'BLG", shall be provided on all feeder conduits connecting
to panels, switchboards, motor control centers and transformers. A grounding conductor shall be secured in
each bushing lug and to a cable lug which is securely bolted or welded to the cabinet.
D. Motor frames of motors over 150 volts to ground shall be grounded with a separate ground wire to the closest
outlet or rigid conduit system.
E. Except where specifically indicated otherwise, all exposed noncurrent carrying metallic parts of electrical
equipment, metallic raceway systems,grounding conductor in non-metallic raceways and neutral conductor of
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' himself with the work to be performed at the walk through and ask any questions he may have. No
extra's will be approved for work that the contractor should have noted at the walk through.
7. The contractor will be required to intercept and relocate existing circuiting at the basement level by the
work of this contract. The contractor shall familiarize himself with the work to be performed at the walk
through and ask any questions he may have. No extra's will be approved for work that the contractor
should have noted at the walk through.
2.18 DEMOLITION
A. The contractor shall remove all equipment and wiring made obsolete by the work of this contract.The
following list is given to aquatint the contractor with the scope of the demolition and is not all-inclusive;field
conditions shall determine the extent of the work to be performed.
1. All emergency call(911)receptacles,telephone trunk line to old 911 location,and all associated
equipment and wiring.
2. Removal of existing lighting fixtures,emergency lighting units and all conduit and wire associated with
same.
3. Removal of existing power and signal outlets.
4. Removal of all electrical devices and associated conduit and wire in the new holding cell area. The
existing AC unit is to be removed. Any outlets in this area will be filled in with concrete.The contractor
shall intercept and reroute any wiring that needs to be maintained in association with the removal of these
outlets.
5. Remove existing smoke detector fire alarm system in the station officer's room and all associated conduit
and wire to peripheral devices in the cells,etc....
6. Wiremold on the walls and all outlets behind the existing station officers equipment.
7. Existing Air raid cabinet mounted at the existing station officers office and all associated equipment and
wiring.
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2.15 INTERCOM SYSTEM
A. The intercom system shall provide hands free communication between the station officer and the visitor in the
lobby. The station officer shall be able to close the communications channel for a private conversation at
his/her office location.The system shall not interfer or induce feedback into any of the owner's existing
systems.
B. The equipment shall be as follows Aiphone Master station LEM-I-DL with a plug in power supply,vandal-
proof lobby station#LSNVP.The master shall mount on a single gang box and the lobby station shall mount
on a 3 gang box. Wire shall be 2c# 18 twisted unshielded between all devices.
C. Install the entire system per the manufactures recommendation.The system shall be 100%operational and test
free of all shorts and grounds. Equipment of other manufacturer's will be acceptable subject to the engineer's
approval.
2.16 SPEAKERS FOR PAGING SYSTEM
A. The addition to the system shall provide a general page distribution system.The new speakers shall match the
existing speaker voltage and wattage taps.The contractor shall terminate the wiring of the new speakers at the
existing amplifier or nearest speaker as required.
B. The speaker and transformer shall be Simplex#5120-9416, round steel baffle#5120-9420,associated
backbox and ceiling support#5120-9491.All device numbers are Simplex cataolg numbers.
/ft C. Wiring shall be one pair of#18 AWG unshielded twisted and jacketed. Loop or T-tap wiring as required.
2.17 RELOCATION OF EQUIPMENT
A. The contractor shall relocate the following equipment and/or conduit and wire. The following list is given the
aquatint the contractor with the scope of the work and is not all inclusive,field conditions shall determine the
extent of the work to be performed.
1. Relocate the 1"conduit with cable and junction box run at the corner of the new holding cell into the
station officer's room.
2. Relocate the speed control and SPST switch for the exhaust fan in the new holding cell area to the station
officer's room.
3. Relocate corridor lights as indicated on the plans.
4. Relocate the phone ringer in the station officers room into the new station officers room.
5. Relocate the disconnect switch and the receptacle for the main frame computer to the new closet.
6. The electrical contractor shall be responsible for the removal of all equipment and feeders made
obsolete by the work of this contract. The contractor shall provide all conduit and wire required to re-
energize any outlets to remain that are de-energized by demolition. The contractor shall familiarize
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5. The Contractor shall clean all dirt and debris from the inside and the outside of the fire alarm
equipment after completion of installation.
6. The manufacturer's authorized representative shall provide on site supervision of installation.
7. The interconnection of the Digital dialer and the FA system shall be done by the electrical
contractor.
8. The installation of the Digital dialer shall be done by the electrical contractor in accordance with
the equipment manufacturer's requirements. The electrical contractor shall provide all conduit
and wire required for the installation of the equipment. The contractor shall provide a 3/4"conduit
from the digital dialer to the telephone bb in the basement. The dialer shall also receive it's power
from the same circuit as the FACP. The owner's vendor will provide the telephone lines to the
dialer and all jacks and final connections of telephone cabling.
I. Testing
The completed fire alarm system shall be fully tested in accordance with NFPA-72 Chapter 7 by the
Contractor in the presence of the Owner's representative and the Electrical engineer. After completion of
such test the contractor shall furnish the Fire Chief, or his designee with a letter of 100% testing and
request a final inspection for system approval. The first inspection will be provided as part of the fire
alarm permit fee, and each re-inspection will be performed at an additional fee of(20) twenty dollars per
inspection.
As part of the work of this contract the equipment manufacture shall provide in the first year two
(2) additional inspections and tests per NFPA 72. One to be a semi-annual system test and
inspections and one annual system test and inspections both in accordance with NFPA 72 chapter 7.
J. Warranty
The Contractor shall warrant the complete fire alarm system wiring and equipment to be free from inherent
mechanical and electrical defects for a period of one(1)year from the date of first beneficial use.
The equipment manufacturer shall make available to the Owner a maintenance contract proposal to provide
a minimum for two(2) inspections and tests per year in compliance with NFPA-72 guidelines.
2.15 SURFACE RACEWAY
B. Surface metal raceway shall be provided in finished areas where MC cable or conduit and wire cannot be
concealed due to architectural details and as shown on the drawings. Raceway shall consist of a base and
cover minimum .040" steel. Minimum 40%FILL for#12 conductors shall be 8. A full line of fittings and
boxes must be available for use with raceway. Raceway shall have an paintable ivory finish. Verify exact
routing of raceway with Architect prior to installation.
B. Raceway shall be Wiremold#700 Series or approved equal.
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solid state construction and compatibility with other normally open fire alarm detection loop
devices, (heat detectors, pull stations, etc.). The detector head shall be easily disassembled to
facilitate cleaning.
3. Audio-visual alarm indicating appliance shall be Simplex type 4903-9417 (15 candela) and 4903-
9418 (75 candela). Audio-visual units shall provide a common enclosure for the fire alarm
audible and visual alarm devices. The housing shall be designed to accommodate either homs,
bells, chimes or speakers. The unit shall be complete with a tamper resistant, pyramidal shaped
lexan lens with "Fire" lettering visible from a 180° field of view. The front panel or bezel which
is constructed of UL listed Noryl, may be inverted so that the lens is below the audible device.
The lamp assembly shall incorporate a built-in reflector for more efficient light propagation and a
special shock-mounting arrangement to resist bulb failure due to vibration. The unit shall meet
NFPA 72 requirements. All visual units shall be 15 candela units throughout unless noted to be 75
or 110 candela. Dual rated units 15/75 are not acceptable as a 30 or 75 candela unit. Provide
synchronization of all throughout the project. Lamp shall provide 4 wire connection to insure
properly supervised in/out system connection. Unit shall be complete with all mounting hardware
including backbox. Audio-visual unit shall be UL listed for its intended purpose.
5. Visual only devices shall be Simplex #4904-9331 (15 candela) or #4904-9332 (75 candela)
candela as indicated on the plans. 15 candela units are standard unless noted otherwise on the
plans. Dual rated units 15/75 are not acceptable as a 75 candela unit. All visual units shall be
synchronized. Units shall be flush mounted on a single gang box. Unit shall meet NFPA 72
requirements.
6. Heat detector shall be Simplex#4098-9614, 200 degree fixed temperature detector with#4098-9788
base for connection to remote indicating light. Provide a remote indicating light Simplex #4098-
9830 mounted above the door into the room protected by the heat detector.
7. Remote annunciator (system status and control module) shall be a Simplex #4601-9106. Provide
#4601-9104, 4 point LDE module and 4 gang plate #4601-9153 and filler module #4601-9150.
Annunciator shall be surface mounted in a wiremold four gang box with a minimum depth of 2
inches.
H. Installation
1. Provide and install the system in accordance with the plans and specifications, all applicable codes
and the manufacturer's recommendations. All wiring shall be installed in strict compliance with
all the provisions of NEC Article 760. Upon completion, the Contractor shall so certify in writing
to the Owner and General Contractor.
2. Wiring shall be accomplished using MC cable Fire Alarm Cable or conduit and wire due to
environmental conditions. Size and number of conductors therein shall be as recommended by the
equipment manufacturer. Conduit and wire shall be used in all areas below 7', in all inmate areas
where surface mounted boxes are used and where the local fire departments deems required.
3. All junction boxes shall be sprayed red and labeled "Fire Alarm". Wiring color code shall be
maintained throughout the installation.
4. Installation of equipment and devices that pertain to other work in the contract shall be closely
coordinated with the appropriate Subcontractor.
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The control panel shall contain the following features:
8 Initiation device circuits
2 Alarm indicating appliance circuit.
8 Supervised annunciator circuits(5 Active and 3 spares)
1 (selectable) Local energy, shunt master box, or reverse polarity remote
station connection.
2 Form C alarm contacts,fused(10 amps ea).
1 Form C trouble contact(2.0 amps ea).
1 Earth ground supervision circuit.
1 6 amp power supply.
1 Automatic battery charger.
2 sets Standby batteries.
1 lot Resident non-volatile programmable operating system memory for all
operating requirements.
1 Supervised manual evacuation switch.
2. Provide an engraved nameplate red with '/2" high white letters 'FIRE ALARM CONTROL
PANEL' on the face of the panel. Zone designations shall be mounted below the FACP
nameplate. Zone designations shall use the same type of engraved nameplates as described above
except use '/4" high lettering. The FACP shall meet all requirements of the city of Northampton
Ordinance.
G. Peripheral Devices
1. Manual stations shall be Simplex type 2099-9756 double action and shall be constructed of high
impact, red lexan with raised white lettering and a smooth high gloss finish. The push double
action station shall have a hinged front with key lock. Stations which utilize screwdrivers, allen
wrenches, or other commonly available tools shall not be accepted. Stations shall be keyed alike
with the fire alarm control panel. When the station is operated, the handle shall lock in a
protruding manner to facilitate quick visual identification of the activated station.
2. Furnish and install where indicated on the plans, Simplex photoelectric smoke detectors 4098-
9601 with 4098-9788 2 wire base with remote output. The remote indicating light shall be a
Simplex#4098-9830 mounted above the door into the room protected by the smoke detector.
Detectors shall be listed to UL Standard 268 and shall be documented compatible with the control
equipment to which it is connected. Detectors shall be listed for this purpose by generated
Underwriters Laboratories, Inc. The detectors shall obtain their operating power from the fire
alarm panel supervised detection loop. The operating voltage shall be 24VDC (nominal).
Removal of the detector head shall interrupt the supervisory circuit of the fire alarm detection loop
and cause a trouble signal to be at the control panel.
Each detector shall have a flashing status indicating LED for visual supervision. When the
detector is actuated, the flashing LED will latch on steady and at full brilliance. The detector may
be reset by actuating the control panel reset switch.
To minimize nuisance alarms, voltage and RF transient suppression techniques shall be employed
as well as a smoke verification circuit and an insect screen. The detector design shall provide full
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D. Supervision
I. The system shall contain 8 Class '13' independently supervised initiation circuits so that a fault in
any one zone shall not affect any other zone. Each zone shall have a disconnect switch so that if a
single zone is compromised, it may be removed from service without impairing the entire system.
When a zone is disconnected, it shall generate a visual and audible trouble signal locally at the fire
alarm panel and at the remote annunciator. The alarm activation of any initiation circuit shall not
prevent the subsequent alarm operation of any other initiation circuit.
2. There shall be two (2) independently supervised and independently fused indicating appliance
circuits for alarm horns and flashing alarm lamps. Disarrangement conditions of any circuit shall
not affect the operation of other circuits.
3. All auxiliary manual controls shall be supervised so that all switches must be returned to the
normal automatic position to clear system trouble.
4. Each independently supervised circuit shall include a discrete amber "Trouble" LED to indicate
disarrangement conditions per circuit.
5. The incoming power to the system shall be supervised so that any power failure must be audibly
and visually indicated at the control panel and the remote annunciator. A green "power on" LED
shall be displayed continuously while incoming power is present.
6. The system batteries shall be supervised so that a low battery condition or disconnection of the
battery shall be audibly and visually indicated at the control panel.
O
7. The system expansion modules connected by ribbon cables shall be supervised for module
placement. Should a module become disconnected from the C.P.U., the system trouble indicator
shall illuminate and audible trouble signal shall sound.
E. Power Requirements
1. The control panel shall receive 120 VAC power (as noted on the plans) via a dedicated and
thermally protected disconnect circuit.
2. The system shall be provided with sufficient battery capacity to operate the entire system upon
loss of normal 120 VAC power in a normal supervisory mode for a period of sixty(60)hours with
five (10) minutes of alarm operation at the end of this period. The system shall automatically
transfer to the standby batteries upon power failure. All battery charging and recharging
operations shall be automatic.
3. All circuits requiring system operating power shall be 24VDC and shall be individually fused at
the control panel.
F. Fire Alarm Control Panel
1. Where shown on the plans, provide and install a Simplex type 4004 fire alarm control panel.
Construction shall be modular with solid state, micro-processor based electronics. All visual
indicators shall be high contrast, LED type.
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' The mechanical controls shall activate the air handling systems per life safety
specification,NFPA 101.
Upon reset of control panel air handling units shall sequentially start up.
The activation of any system smoke detector shall initiate an alarm verification operation
whereby the panel shall reset the activated detector and wait for a second alarm
activation. If, within one (1) minute after resetting, a second alarm is reported from the
same or any other smoke detector, the system shall process the alarm as described
previously. If no second alarm occurs within one minute, the system shall resume
normal operations. The alarm verification shall operate only on smoke detector alarms.
2. Other activated initiating devices shall be processed immediately.
3. A manual evacuation switch shall be provided to operate the systems alarm indicating appliances.
Other control circuits shall not be activated. However, a true alarm shall be processed as
described above.
4. Activation of an auxiliary bypass switch shall override the automatic functions either selectively
or throughout the system. When the switch is in the 'off-normal' position (bypass) a trouble
condition will appear at the control panel.
5. Alarm and trouble conditions shall be immediately displayed on the control panel front without
manual inquiry.
6. Activation of a trouble condition at the control panel shall sound external building bell.
7. The activation of the tamper switches shall activate a trouble condition only at the control panel
and sound external building bell.
8. The actuation of the program "Test Set-up" switch at the control panel shall activate the "Walk
Test"mode of the system which shall cause the following to occur:
The city connection circuit shall be disconnected.
Control relay functions shall be bypassed.
The control panel shall show a trouble condition.
The alarm activation of any initiation device shall cause the audible signals to pulse on
round of code identifying the initiation circuit (e.g.: An activated smoke detector
connected to Zone 4 shall pulse the audible signals 4 times in rapid succession.).
The panel shall automatically reset itself after code is complete.
Any momentary opening of an initiating or indicating appliance circuit wiring shall cause
the audible signals to sound for 4 seconds to indicate the trouble condition.
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Oft connections to devices, outlet boxes, junction boxes, and all other necessary material for a
complete operating system.
2. Through the use of a program mode dip-switch, the fire alarm control panel shall allow for
loading or editing any special instructions or operating sequences as required.
3. No special tools,modems,or off-board programmer shall be required to program the system so as
to accommodate and facilitate expansion, building parameter changes or changes as required by
local codes. All instructions shall be stored in a non-volatile programmable memory within the
fire alarm control panel. Loss of primary and secondary power shall not erase the instructions
stored in memory.
4. To accommodate and facilitate job site changes, the control panel switches (city disconnect,
manual evac, auxiliary bypass switches)may be reprogrammed on site to provide control of other
output circuit(s). No additional components or factory programming shall be required.
5. To accommodate and facilitate job site changes, initiation circuits shall be individually
configurable on site to provide upon activation a PNIS code until silenced upon any output circuit.
The PNIS coded pulse on and off time may be selectable on site to provide 16 different duty
cycles between '/4 second and 5 seconds.
6. All panels and peripheral devices shall be the standard product of a single manufacturer and shall
display the manufacturer's name on each component. The catalog numbers specified under this
section are those of Simplex Time Recorder Co. and constitute the type, product quality, material
and desired operating features.
7. Equipment submissions must include a minimum of the following:
Complete descriptive data indicating UL listing for all system components.
Complete sequence of operations of the system.
Complete system wiring diagrams for components capable of being connected to the
system and interfaces to associated equipment(ie Digital dialer).
Riser diagram of system showing required wiring.
C. Operation
1. The system alarm operation subsequent to the alarm activation of any manual station, automatic
detection device or sprinkler flow switch shall be as follows:
All audible alarm indicating appliances shall sound a general alarm fire alarm signal until
silenced by the alarm silence switch at the control panel.
All visual alarm indicating appliances shall display a continuous pattern until
extinguished by the visual off switch.
FACP shall interface with customer supplied Digital dialer and be programed by the FA
provider for receiving by the Fire Department reciever.
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2.13 COMPUTER/TELEPHONE OUTLETS AND CONDUITS
A. The Contractor shall provide one '/4" conduit with pull line from each computer/telephone outlet indicated on
the drawings. The conduit shall be stubbed up into accessible ceiling space. If the contractor desires to stub
conduit down into basement the conduit shall terminate in a 4" sq.junction box. From the junction box the
contractor shall provide one 3/4"conduit to the telephone bb and one '/a"conduit to the new closest of the
server.
B. The computer/telephone outlets in new construction shall consist of a 4 inch sq. x 2-1/8inch deep box with a
single gang plaster ring.The owner's vendor will provide the wiring,jack,plate and termination of the wiring.
D. Computer/telephone outlets installed surface mounted on existing block or concrete wall shall be Wiremold
box#V5744S-2. Where 90°bends must be made the contractor shall provide a shallow box#V5748S at such
locations to comply with cable manufactures bending radius of cable.
2.14 FIRE ALARM SYSTEM
A. Scope&Related Documents
1. The work covered by this section of the specification includes the furnishing of all labor, equipment,
materials and performance of all operations in connection with the installation of the Fire Alarm
System as shown on the drawings and as herein specified.
2. The requirements of the conditions of the Contract, Supplementary Conditions and General
Requirements,apply to the work specified in this section.
3. The complete installation shall conform to the applicable sections of NFPA-72 chapters 1 through
7, local code requirements and National Electrical Code(Article 760).
4. The work covered by this section of the specifications shall be coordinated with the related work
as specified elsewhere under the project specifications.
5. Each and all items of the Fire Alarm System shall be listed as a product of a SINGLE fire alarm
system manufacturer under the appropriate category by the Underwriters' Laboratories, Inc. (UL),
and shall bear the UL label. All control equipment shall be listed under UL category UOJZ as a
single control unit. Partial listing shall NOT be acceptable.
6. In addition to the UL-UOJZ requirement listed above, the system controls shall be UL listed for
Power Limited Applications per NEC 760. All circuits must be marked in accordance with NEC
article 760-31.
B. General
1. Furnish and install a complete Fire Alarm System as described herein and as shown on the plans;
to be wired, connected, and left in first class operating condition. The system shall use closed
loop initiating device circuits with individual zone supervision, individual indicating appliance
circuit supervision, incoming and standby power supervision. Include a control panel, manual
pull stations, automatic fire detectors, horns, flashing lights, remote annunciator, all wiring,
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4. Coil voltage shall be 120 volt maximum.
5. Provide hand-off-automatic switch integral with each starter as noted on plans.
6. Provide control transformer sized as required in starter to properly operate control devices.
7. Provide NEMA 1,NEMA 3R,or NEMA 4 enclosure as noted on drawings.
8. Starters shall be Square D Class 8536 or equal by GE, Westinghouse or ITE.
2.10 COMBINATION STARTER/DISCONNECT SWITCH
A. Provide combination full voltage non-reversing magnetic starters and fusible disconnect switch where
indicated on the drawings. Wall mount or provide uni-strut channels secured to the structure for mounting.
Devices shall have HOA switch and one set of N.O. and N. C. auxiliary contacts. Starters shall have
replaceable thermal overload units in each phase leg. Coil voltage shall be 120V maximum. Provide control
transformers sized as required to properly operate control devices.
B. Combination devices shall be in NEMA 1 or NEMA 3R enclosure as noted on the drawings.
D. Combination devices shall be SQ.D.Class 8538 or equal by Allen Bradley,Westinghouse,GE or ITE.
2.11 TELEPHONE OUTLETS AND CONDUITS
A. The Contractor shall provide a'/4" conduit with pull line from each telephone outlet indicated on the drawings
into accessible ceiling space. If the contractor desires to stub conduit down into basement the conduit shall be
continuous to the main telephone backboard.
B. The telephone outlets in new construction shall consist of a 4 inch sq.x 2-1/8inch deep box with a single gang
plaster ring.The owner's vendor will provide the wiring,jack,plate and termination of the wiring.
C. Telephone outlets installed surface mounted on existing block or concrete wall shall be Wiremold box
#V5744S. Where 90° bends must be made the contractor shall provide a shallow box #V5748S to comply
with cable manufactures bending radius of cable.
2.12 DATA OUTLETS AND CONDUITS
A. The Contractor shall provide a'/4" conduit with pull line from each data outlet indicated on the drawings into
accessible ceiling space. If the contractor desires to stub conduit down into basement the conduit shall be
continuous into the new closest of the server.
B. The data outlets in new construction shall consist of a 4 inch sq. x 2-1/8inch deep box with a single gang
plaster ring.The owner's vendor will provide the wiring,jack,plate and termination of the wiring.
C. Data outlets installed surface mounted on existing block or concrete wall shall be Wiremold box #V5744S.
Where 90° bends must be made the contractor shall provide a shallow box #V5748S at such location to
comply with cable manufactures bending radius of cable.
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bar between handles will not be accepted. Circuit breakers shall be arranged in the panels so that breakers of
the proper trip settings and numbers correspond to the numbering in panel schedules on the drawings. Circuit
numbers of breakers shall be black on white micarta tabs, or other approved method. Breaker handles shall
indicate trip size.
2.07 SLEEVES AND INSERTS
A. The Contractor shall furnish and install all sleeves and inserts required for his work,prior to the pouring of the
concrete. The Architect shall approve any conduits passing through footings or grade beams.
B. Should the Contractor neglect to install sleeves and inserts before concrete is poured, he shall, at his own
expense,cut and patch the building construction as required for the installation of his work.
C. Thru wall water right seals shall be provided for all conduits installed below grade through the wall or floor.
2.08 SAFETY SWITCHES
A. Heavy-duty UL listed single throw, quick make-quick break operating mechanism with padlock provisions of
"OFF" position.
B. NEMA 1 or NEMA 3R or NEMA 4 enclosure as called for on the plans.
C. Fused or non-fused type and ampere rating as called for on the plans. UL class fuse shall be R, J or L for
200,000 AIC listing of switch.
D. 240 VAC for 120/208V systems and equipment as called for on plans.
E. Furnished and installed by Electrical Subcontractor.
F. Approved manufacturers: Square D,or General Electric,and Westinghouse.
2.09 STARTERS
A. Manual Starters:
1. Manual starters shall be fractional horsepower type with thermal overload relay, red pilot light to
indicate power"ON"and hand-off-auto switch where indicated on plans.
2. Starter shall be Square D Class 2510 or equal by GE,Westinghouse or ITE.
B. Magnetic Starters:
1. Magnetic starters shall be FVNR type with interchangeable thermal overload relays.
2. Size starters with capacity to handle load.
3. Provide proper size ambient compensated thermal overloads in each phase leg.
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E. For each fixture with exposed fluorescent lamps,provide Detch Electric No. GL-40 lamp locks for bi-pin
lamps and No. Super 1217 lamp locks for single pin or power groove lamps.
F. All fixtures shall be installed complete with lamps of stated type.All lamps of each type shall be by the same
manufacturer to insure uniformity of color.
G. All fixtures to be independently supported from building structure.
H. Provide 10%spare lamps for all types specified.
I. Installation of all lighting fixtures shall be done by experienced mechanics. Lighting fixtures shall not be
installed where finished coats of paint have been applied to building and walls until paint is thoroughly dry.
The Electrical Subcontractor shall be responsible for proper coordination of all lighting fixture locations.
J. Fixtures shall be rigidly mounted to fixture stud in outlet boxes. Malleable iron hickies, or extension pieces
shall be provided where required. Support shall be provided for all fixtures mounted on or recessed in hung
ceiling. Provide and install suitable coverplate or canopy for each fixture outlet box where the fixture does not
provide a suitable cover.
K. Circuit wiring running through the fixture shall be No. 12 AWG with Type AF insulation. There shall be no
joints in the wires other than those absolutely required. The fixture wires shall be of sufficient length for
making approved connections at the fixture outlets and at the lampholders or ballasts. Joints and splices
within fixtures shall be either soldered and taped with plastic electrician's tape or secured by wire nuts or
indent type lug fasteners.
L. Upon completion of the installation of the lighting fixtures and lighting equipment, they must be in first-class
operating order and in perfect condition as to finish, etc. Check for proper operation and appearance,
alignment of fixtures and proper placement of lenses, louvers, lamps and other light controlling or modifying
appurtenances.
M. Lighting fixtures and lamps shall be as described in the Lighting Fixture Schedule located on Contract
Drawing. (Refer to Section 16 of the Specification,paragraph,Reference to Materials by Name.)
2.06 NEW CIRCUIT BREAKER IN EXISTING PANELS
A. The existing panelboards are manufactured by both westinghouse and ITE. The manufactured listed breakers
for use in each panel are Quicklag C for Westinghouse and EQ or ET for ITE. If these breakers are no longer
available the contractor shall submit with the breakers manufacturer's literature indicating the proposed circuit
breakers are listed for use in such panels.NO EXCEPTION TO THIS WILL BE PERMITTED.
B. The panaelboards are rated for use on a 120/208V-30-4W service. The new breakers shall have a minimum
AIC rating of the lowest installed breaker in the panel.
C. The contractor shall provide an updated typed panel schedule in each panelboard to correspond with the new
work of the project. If existing branch circuits are different than those indicated on the existing schedule and
the contractor becomes aware of the changes he shall incorporate such in the new panel schedule.
D. Where two pole or three pole breakers occur in lighting panels, the multi-pole breakers shall be common trip
units,and shall be rated at 240 or 480 volts if circuit does not require a neutral. Single pole breakers with tie-
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5. All outdoor locations - 20 amp, 125 volt, Leviton #6899 (brown) with Tay Mac "Masque" #72204
weatherproof flush cover or approved equal.
6. Single clock receptacle to be P&S#S3733-SS, 15A @ 120V.
C. Toggle switches shall be NEMA WD-1 rated, meet Federal Spec. W-S-896E as verified by UL, be 20 amp,
120/277 VAC self-grounding type"Commercial Specification Grade".
1. Single pole to be Bryant #4521-I (ivory). Switch to be red when controlling lighting fixtures
connected to the standby generator.
2. Single pole switch with pilot light to be Leviton#5336-I(ivory).
2. 3-Way switch to be Bryant#4523-I(ivory). Switch to be red when controlling lighting fixtures with
emergency ballasts.
D. Wall plates shall be as follows:
1. In all finished areas install satin finish stainless steel(.040")wallplates.
2. Other unfinished areas where exposed metal boxes are used Raco ''/2" exposed-work raised
coverplates.
3. Wiring devices and wallplates by Arrow-Hart or Pass&Seymour will also be acceptable.
2.05 LIGHTING FIXTURES
A. All luminaries and other lighting equipment shall be delivered to the job complete, wired and including all
supporting means such as plaster frames, supports, hangers, canopies, sockets, holders, all current or voltage
modifiers, such as ballasts, starters, all light control materials; specifically diffusers,louvers, lenses,reflectors
and refractors. All lighting fixtures shall be constructed and installed in accordance with local building codes
and directives by the National Board of Fire Underwriters and shall bear the label of approval of the
Underwriters' Laboratories, Inc. All materials shall be new and of best grade of approved manufacturing
standards. Workmanship shall be of the highest order to assure trouble-free operation and durability of
equipment.
B. All fluorescent fixtures shall be provided with Class P thermally protected parallel-wired instant start
electronic ballasts with less than 10%THD and an A+sound rating. Electronic ballast shall be manufactured
by Magnetic Triad,Valmont,Advance or equal and be UL listed and on Utility company rebate list.
C. Compact and double twin tube fluorescent ballasts shall be high power factor indoors and shall be 0 degrees
ballast outdoors. 2D lamp ballast shall be electronic and rated for use at-25°F.
D. Fluorescent lamps shall be equal to Osram/Sylvania Octron 800 Series T8 lamps: 36" lamp F025/35K, 2225
lumens, 48" lamp FO32/35K, 3000 lumens; 24" lamp F017/35K, 1400 lumens. Incandescent lamps shall be
equal to Osram/Sylvania Capsylite "A" line or Par Series. Compact fluorescent and double twin tube
fluorescent lamp shall be equal to Osram/Sylvania's compact and twin tube fluorescent lamps with a color
temperature of 3500K. 2D lamps shall be equal to GE 4 pin lamps with 2700K color. HID lamps to be a
recommended by fixture manufacturer.
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000" D. Rigid non-metallic conduit shall be PVC Schedule 40 and shall be rated at 90°C. Buried rigid non-metallic
conduit shall be encased in a 2" concrete envelope where vehicular traffic passes over it. Where rigid non-
metallic conduit is to be encased in concrete,conduits may be PVC,Type A thinwall in sizes less than 2" and
shall be PVC type EB-P&C duct for sizes 2"and greater. Install grounding wire in all non-metallic conduits
and bond at both ends of run.
E. Intermediate metallic conduit shall be galvanized Allied Tube, Triangle, Cyprus or approved equal.
Couplings,locknuts,etc.,shall be hot-dipped galvanized or equal and shall be threaded fittings.
F. Rigid metal conduit shall be used in areas subject to corrosion and where exposed on walls, as required by
code and as indicated in wiring system and Part 3 of these specifications. Rigid steel conduit and conduit
fittings shall be hot-dipped galvanized with factory galvanized threads.
G. MC cable shall have a steel armor with 90°C rated THHN copper conductors. Cable shall have integral green
insulated copper ground. All conductors shall be wrapped with a 3000 volt/mil dielectric tape. Cable shall be
rated at 600V. Cable to be as manufactured by Alflex,AFC,GE or equal.
2.03 OUTLET,PULL AND JUNCTION BOXES
A. The Electrical Subcontractor shall furnish and install all outlet,pull and junction boxes required for the proper
installation of all components of the electrical systems.
B. Each outlet, junction or pull box installed in the raceway systems shall be of the proper type, class and
construction to suit the specific conditions encountered. Outlet,pull or junction boxes shall be furnished and
installed in conformance with the National Electrical Code.
C. Boxes occurring at plastered or drywall surfaces shall have a suitable plaster or extension ring installed. Boxes
which are to support fixtures shall include a 3/8"fixture stud. Where multiple devices are located at one point,
gang-type boxes shall be used. Outlet,pull and junction boxes, whether surface or flush, shall be galvanized
code gauge steel with flush knockouts.
D. All boxes shall be as manufactured by Raco,Appleton,Midland-Ross or approved equal.
2.04 WIRING DEVICES AND PLATES
A. The Electrical Subcontractor shall install devices where shown on the plans. Where two or more devices
occur at one location,they shall be provided with a gang-type plate.
B. Receptacles shall be NEMA WD-1 rated, meet Federal Spec. W-C-596d as verified by UL,be 2-pole, 3-wire,
20 amp, 125 volt,heavy-duty self-grounding type,back and side wired. "Specification Grade".
1. Single receptacles to be Leviton#5351-I(ivory).
2. Duplex receptacles to be Leviton#5352-I (ivory). Receptacles shall be red when connected to the
standby generator.
3. Ground fault circuit interrupter duplex receptacles 20 amp,Leviton#6898-I(ivory).
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PART 2-PRODUCTS
2.01 WIRE AND CABLE
A. All conductors shall be soft-drawn copper, and shall have a conductivity of not less than 98%of the USASI
standard annealed copper. All conductors shall bear the markings of the Underwriter's Laboratories,the AWG
size, the type insulation, maximum permissible voltage,the manufacturer's name and trade mark. Minimum
insulation voltage rating shall be 600 VAC at 75 degrees C.
B. All branch circuit neutral conductors shall be full capacity unless specifically noted otherwise on Drawings.
C. All feeder cables shall be type"THWN/THHN"and shall be copper with 600V insulation.
D. All special system wiring shall be of a type and size as required by manufacturer or equipment.
E. Conductors#12 AWG and smaller shall be solid.
F. Conductors#10 AWG and larger shall be stranded.
G. All feeder cables shall be color coded according to the following:
120/208 Volts
Phase A -Blue
Phase B -Black
Phase C -Red
Neutral -White
Ground -Green
H. All wiring and cable shall be manufactured by Triangle/PWC, Anaconda, Southwire or ITT except as may be
noted for special system wiring.
2.02 RACEWAYS
A. Electrical Metallic Tubing (EMT) shall be galvanized Republic, Triangle, Allied Tube or approved equal.
EMT shall be electro-galvanized and meet ANSI standards. Couplings and connector shall be threadless-type
specifically designed for the purpose. Exposed raceway shall be run parallel to and at right angles to building
features. Refer to wiring system and Part 3 of these specifications. EMT may not be installed outdoors.
B. Flexible metallic conduit shall be hot dipped galvanized steel, Alflex Triangle, Fourslide or approved equal.
Fittings shall be of the twist in locking type of cadmium plated steel, Tomic or equal. Fittings which use a
screw to bind against the tubing will not be accepted.
C. Liquid-right flexible conduit shall have flexible galvanized steel core, over which a polyvinyl chloride cover
shall be extruded, and shall be Underwriters' Laboratories approved. Integral copper bond conductor shall be
provided in all sizes where available. Provide separate bond wire where integral conductor is not available.
Fittings shall be liquid-right, and shall seal and ground conduit. Use Anaconda, Electro-Flex, Flexi-Guard or
approved equal.
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4. In the event of failure of any work, equipment or device during the life of the guarantee, the
Contractor shall repair or replace the defective work and shall remove, replace or restore at his
expense, any parts of the structure or building which may be damaged as the direct result of the
Contractor's defective work or in the course of the Contractor's making replacement of his defective
work or materials.
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1.27 PRELIMINARY OPERATION(CONTRACTOR'S RESPONSIBILITIES)
A. Operate electrical systems with required supervision for at least two full days prior to substantial completion.
Make necessary adjustments,and check proper operation.
1.28 TESTS PRIOR TO SUBSTANTIAL COMPLETION
A. Tests shall be attended by representatives of Electrical Sub-contractor, equipped with instruments required to
demonstrate the following:
1. Equipment installed and operating in accordance with manufacturer's specifications and instructions
and with these specifications.
2. Safety controls operating as specified.
3. Motors equipped with proper overload protection and not operating under overload. Obtain ammeter
readings.
4. Submit report in triplicate listing system tested, date, results and description of fault corrections, if
any. Report shall be included in the operation and maintenance manuals required under"Operating
1.29 GUARANTEE WARRANTY
A. The Electrical Subcontractor shall and hereby does warrant that all work executed and all equipment furnished
under this section shall be free from defects of workmanship and materials for a period of one (1) year from
date of final acceptance of this work. The Electrical Subcontractor further agrees that he will, at his own
expense, repair and replace all such defective work and all other work damaged thereby, which becomes
defective during the term of the Guarantee Warranty.
B. In addition to the guarantees called for under this specification and the requirements of the "General
Conditions",and"Basic Requirements",the Contractor shall guarantee his work as follows:
1. For factory-assembled equipment and devices on which the manufacturers furnish standard published
guarantees as regular trade practice,the Contractor shall obtain such guarantee and/or warranty, and
deliver same to the Owner, along with operating manuals required under other paragraphs of the
specifications.
2. Compact fluorescent light fixture ballasts shall be guaranteed for a minimum of two (2) years, after
final acceptance of project by Owner, for material and labor. Linear fluorescent light fixture ballasts
shall be guaranteed for a minimum of five (5) years, after final acceptance of project by Owner, for
material and labor.
3. All work for which materials are furnished, fabricated or erected by the Contractor, all factory-
assembled equipment for which no specific manufacturer's guarantee is furnished, and all work in
connection with installing manufacturer's guaranteed equipment, shall be guaranteed by the
Contractor for a period of one(1)year from final acceptance of the work,against defects in materials
and defective workmanship of any kind.
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1.22 PRELIMINARY OPERATION(OWNER RIGHTS)
A. The Owner reserves the right to operate portions of the electrical system on a preliminary basis without
voiding the guarantee or relieving the Contractor or his responsibility.
1.23 ELECTRICAL SYMBOLS AND MINOR DEVIATIONS
A. Symbols shown on the Drawings illustrate the approximate location of equipment to be installed. See
"Drawing and Specifications Section". The exact location shall be governed by structural conditions and
obstructions. This is not to be construed to permit redesign of the system. All outlets shall be interconnected
as shown on the Drawings.
B. It is not intended that the accompanying plans and specifications cover every detail of the required installation.
Furnish and install equipment, materials, and labor as shown or specified, as are usually furnished, or as are
needed to make a complete and satisfactorily operating installation, whether mentioned or not, omitting only
those items which are specifically excluded.
C. The Architect/Engineer reserves the right to relocate any equipment or device prior to actual installation at no
extra cost to the Owner.
1.24 ANCHORING EQUIPMENT
A. All floor-mounted equipment shall be securely anchored to the floor with sufficient anchors to resist a
"+ horizontal force equal to the weight of the equipment.
B. All floor-mounted equipment 6 feet or more in height shall be anchored to the wall near the top of the
equipment, if mounted against the wall with sufficient anchors to resist a horizontal force equal to the weight
of the equipment.
1.25 EQUIPMENT BOLTED CONNECTIONS
A. Before energizing switchboards,panelboards,etc., the Contractor shall tighten or retighten all accessible bolts
in the electrical conductive paths using a torque device to the torque recommended by the manufacturer.
1.26 OUTAGES
A. Since this is an operating facility outages must be kept to an absolute minimum. Any necessary outage must
be arranged for by written notice to the owner at least 48 hours prior to such outage. Such notice shall state
what feeders and branch circuits will be de-energized and the maximum time of such outage. Contractor shall
consult with the owner at the walk through and prior to submitting his bid in order to determine whether such
outages will be required to be done on premium time and he shall include such premium time in his bid. He
shall also state in his bid the difference between the premium time he has bid and straight time so that, in the
event the work can be done during the normal work days, a credit can be given for the premium time.
Contractor shall not cause an outage without written percussion from the owner.
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1.16 TOOLS,SCAFFOLDING,ETC.
A. All necessary tools, machinery, scaffolding, and transportation for completion of this contract shall be
provided by the Electrical Subcontractor.
1.16 WASTE MATERIAL
A. All rubbish created by the Electrical Subcontractor shall be removed by the Electrical Subcontractor.
1.17 PROTECTION
A. This Electrical Subcontractor shall, at all times, fully protect his work and materials from injury or loss by
others. Any injury or loss which may occur shall be made good without additional expense to the Owner.
This Electrical Subcontractor shall be responsible for the proper protection of all his materials until the
building is accepted by the Owner.
1.18 OPERATING INSTRUCTIONS
A. As a condition for acceptance of the work, deliver three (3) copies of "Record Drawings" shop drawings,
catalog data, wiring diagrams, and descriptive literature covering operation and maintenance, parts lists,
source for parts and service,and warranty cards,to the Architect's representative for the Owner. All data shall
be neatly bound in suitable folders. Include copies of receipts for all items delivered to Owner's
representative.
B. The Electrical Subcontractor shall instruct Owner's representative in the operation of all electrical apparatus
and systems.
1.20 RECORD DRAWINGS
A. Provide and keep up-to-date a complete as-built set of blue line prints. Correct daily to show every change
from the original drawings and specifications including the size and kind of equipment, panel schedules,
lighting fixture schedule, and runs of all conduits including dimensional location of all underground runs, and
all addenda and/or change orders. Prints for this purpose may be obtained from the Architect. Keep this set of
drawings on the work and use only as a record set.
B. Furnish Record drawing prints and prepare"As-built"drawing mylars in accordance with Section 01000 Basic
Requirements.
1.21 TEMPORARY LIGHT AND POWER
A. Temporary electrical facilities shall be furnished by the General Contractor as described in section,
TEMPORARY FACILITIES. The General Contractor to pay for electrical energy.
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B. No fabrications,ordering,delivery to the site or other steps shall be taken with respect to those items requiring
shop drawings or manufacturer's detail drawings to be submitted or submittals of information for review,all to
the Architect, until he returns such to the submittor carrying either the notation"Approved" or "Approved as
Corrected" as indicated by the Architect or his Engineer. An "Approved as Corrected" notation means that
changes as indicated must be incorporated or the qualifying acceptance will be considered void.
C. If a re-submittal of Shop Drawings is required due to substitution by the Contractor of equipment not equal to
the specified equipment,the Engineer reserves the right to directly bill the Contractor and receive payment for
review of these shop drawings prior to their release at a rate of$75.00 per hour with a two(2)hour minimum.
D. Corrections or comments made on the shop drawings during the review do not relieve the Contractor of his
responsibility to comply with the requirements of the drawings and specifications. This review is only to
check for general conformance with the design concept of the project and general compliance with the
Contract Documents. The Contractor remains responsible for: Confirming and correlating all dimensions and
quantities; selecting fabrication processes and techniques of construction; coordinating the work of the trades;
and performing the work in a safe and satisfactory manner.
E. Shop drawings listing various manufacturers to be considered subject to availability are not acceptable and
will be rejected.
F. Within thirty (30) days of award of contract this Subcontractor shall submit for the Architect/Engineer's
approval, six (6) copies of the manufacturer's shop drawings, detail prints, and data sheets for the following
items:
1. Circuit breakers to be installed in panels, indicate on submittal which panel circuit breaker is to be
installed in and manufactures literature indicating UL listing for use in panels.
2. Wiring devices and all wall plates for all devices.
3. Lighting fixtures and lamps.
4. Fire Alarm panel and peripheral devices and wiring.
5. Heavy-duty fused safety switches and starters.
6. Relays.
7. Surface metal raceway
8. Speakers
9. Intercom system
1.15 PRODUCT DELIVERY
A. The Electrical Subcontractor shall provide for the delivery of all his materials to the building site when
required,so as to carry out his work efficiently and to avoid delaying his work and that of other trades.
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a manner as to conform to the structure, avoid obstructions, preserve headroom, maintain required
accessibility, satisfy the requirements of governing codes and keep openings and passageways clear.
D. It is intended that outlets shall be located symmetrical with architectural elements notwithstanding the fact
the locations shown on the drawings may be distorted for clearness in representation.
E. In rooms having acoustic tile ceilings, it is the intention that all ceiling outlets shall bear a symmetrical
relationship to joints in acoustic file work. It shall be the responsibility of the Contractor under the
Electrical Section of the specifications to check with the installers of the acoustic file work to insure that all
ceiling outlets are precisely centered with relation to acoustic tiles either exactly on a joint or exactly
between joints. If any doubt exists as to the proper location of the outlet,the Architect shall be consulted.
F. Discrepancies between different drawings, between drawings and actual field conditions or between
drawings and specifications, affecting the progress of the work, shall be promptly brought to the attention
of the Owner's representative for decision, and all work on affected areas shall be stopped, subject to
resolution of the conflict.
1.11 WIRING SYSTEM
A. The complete wiring system shall be installed in conduit or MC cable as herein described. Conduits in
masonry walls or in furred spaces 25' in length or greater, shall be EMT for 2"and smaller size and shall be
EMT, rigid steel galvanized or galvanized intermediate metal conduit (IMC) where allowed by code, for
larger than 2" size. Conduits in furred spaces less than 25' in length or for final connection to motors-or
moving or vibrating equipment shall be flexible conduit in dry locations and liquid-right flexible conduit in
damp locations or where exposed to weather.Conduits inn exposed overhead may be EMT.MC cable may be
used in steel stud walls, above accessible ceiling or for final connection to recessed fixtures. Only single
phase loads shall be fed using MC cable. Conduit shall be used for all polyphase circuits.
1.12 SITE VISITATION
A. Before submitting his bid,the Electrical Subcontractor shall visit the site with the plans and specifications and
shall become thoroughly familiar with all conditions affecting his work, since he will be held responsible for
any assumption he may make in regard thereto.
1.13 OPERATING PROCEDURE
A. The Electrical Subcontractor shall at all times have a foreman on the project authorized to make decisions and
receive instructions. The foreman or superintendent shall not be removed or replaced without the expressed
approval of the Architect/Engineer after construction work begins.
1.14 SUBMITTALS
A. Submit shop and erection drawings and descriptive and supportive literature for all work in accordance with
the General Conditions.Approval by the Architect/Engineer must be obtained prior to delivery of materials to
the site.
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4 B. If the Contractor intends to provide equipment,products or materials by an alternate manufacturer not listed as
an equal, the alternate manufacturer must be approved by the Engineer prior to the close of bidding. An
Addendum will be issued to allow all bidders the opportunity to bid using approved alternate manufacturers.
Equipment cuts of"both" the specified manufacture and the alternate manufacture shall be provided to the
Engineer by the Electrical Contractor. The above cuts shall be in the possession of the Engineer a minimum
of ten days prior to the close of bids. The Engineer reserves the right to reject any submittals of alternate
manufacturers if the above provisions are not complied with"in full".
1.08 TESTS
A. All wiring and connections shall be tested for continuity,grounds and short circuits before the fixtures,devices
and equipment are connected.
B. Upon completion of the work, the Contractor shall make any tests necessary to satisfy the Owner and the
Architect or his representative that the true intent and meaning of the drawings and specifications has been
carried out. Contractor shall provide all instruments and labor necessary to make such tests. Such tests shall
include voltage tests at incoming service and at every panel and switchboard. Any work showing faults under
test,and any work not in accordance with the specifications, shall be made good by the Contractor at his own
expense.
1.09 QUALIFICATIONS
A. Materials and workmanship shall be the best of their respective kinds and in full accordance with the most
* modern construction methods. Electrical materials and equipment of types for which there are Underwriter's
Laboratories Standards,shall conform to their requirements and be so labeled.
1.10 DRAWINGS AND SPECIFICATIONS
A. The Electrical Subcontractor shall refer to the drawings for a full comprehension of the work to be done
and for conditions affecting the locations and placement of his equipment and materials. These drawings
are intended to be supplementary to the specifications, and any work indicated, mentioned or implied in
either is to be considered as specified by both. Should the character of the work herein contemplated or
any matter pertaining thereto be not sufficiently explained in the specifications or drawings, the
Subcontractor may apply to the Engineer for further information and shall conform to such when given as
it may be consistent with the original intent. The Architect/Engineer reserves the right to make any
reasonable changes in location prior to installation at no expense to the Owner. All items are diagrammatic
and exact locations are subject to the approval of the Architect/Engineer.
B. For the purpose of clearness and legibility, the drawings are essentially diagrammatic, and although the
size and location of equipment is shown to scale wherever possible, make use of all the data in all the
contract documents and finally verify this information at the building and site. The Architect shall
determine the exact location of all conduits,outlets and equipment.
C. The drawings show the required size and points of termination of the conduits and the number and size of
wire therein, and suggest the proper routes of conduits. However, it is not the intention of the drawings to
show all necessary offsets, and it shall be the responsibility of the Contractor to install the conduits in such
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OW 2. Any drilling of holes through walls,floors or structural members
3. The Mechanical Contractors shall furnish all of their equipment complete and ready for wiring by the
Electrical Subcontractor,complete with wiring diagrams where applicable-Section 15500
4. Installation of equipment by others-Section 16670
1.04 GENERAL REQUIREMENTS
A. Include the General Conditions and Division 1 Specification Sections as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affect work under this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting, or affected by, the work of this Section. Cooperate
with such trades to assure steady progress of all work under the Contract.
D. Minor items and accessories or devices reasonably inferable as necessary to the complete and proper operation
of any system shall be provided by the contractor or Subcontractor for such system whether or not they are
specifically called for by the specifications or drawings.
1.05 PERMITS AND FEES
t A. Obtain all permits, pay all fees, give all proper authorities all required notices, and comply with all rules and
regulations affecting the work of the Electrical Subcontractor.
B. All wiring materials shall be furnished and installed in accordance with latest National Electrical Code, local
codes, OSHA and all other applicable codes. Where code requirements exceed those shown on the Contract
Drawings and/or in the specification,code requirements shall prevail.
C. The Electrical Subcontractor shall comply with the Electrical Inspector's and Fire Chief s instructions and
requirements.
1.06 QUALITY ASSURANCE
A. Equality of Materials-Equality of materials or articles other than those named or described in this Section will
be determined in accordance with the approval of the Engineer.
1.07 REFERENCE TO MATERIALS BY NAME
A. Specific reference in the specification, or on contract drawings, to any article, device, product, material,
fixture, form, or type of construction, etc., by name, make or catalog number shall be interpreted as
establishing a standard of quality, and shall not be construed as limiting the competition. The Contractor may
at his option use any article, device, product, material, fixture, form or type of construction which, in the
judgment of the Architect/ Engineer, is equal to that named. Approval for any manufacturer's product not
specifically mentioned shall be obtained as described below.
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5. Make final connections of power and/or control wiring as required by equipment installed by other
trades.
6. Telephone conduits with pull wires and outlets.
7. Data conduits with pull wires and outlets.
8. Relays.
9. Heavy duty disconnect switches
10. Heavy duty combination starters&disconnect switches.
11. Intercom system
12. Speakers and wiring
13. Provide all sleeves,hangers,supports,inserts,anchors,bolts,etc.,required for the installation of this
work.
14. Surface metal raceways and all fittings and boxes.
15. Access panels for this section are specified under Division 9. Coordinate sizes and locations of
access panels required with this Division. Locate access doors in the ceilings and walls where
necessary for access to the electrical equipment,junctions boxes,conduit stubs,etc.,located in the
furred ceiling spaces or walls.
16. Temporary light and power service,lighting outlets,lamps,receptacles and wiring for construction
lighting and power
17. Permits,licenses and fees required in connection with electrical work.
18. Record drawings.
19. Test of all electrically operated equipment.
20. Guarantee
C. The above list is given to acquaint the contractor with the general phase of the work included,but it is not
intended to cover all items which are described hereinafter.All of the work of the Contractor shall be complete
and in accordance with the true intent and meaning of the drawings and specifications.
D. The work provide' used elsewhere in these specifications or on the drawings shall be taken to mean furnish,
move into place,install and connect.
1.03 RELATED WORK OF OTHER SECTIONS:
1. All cutting,patching,preparation and painting of finish work
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SECTION 16100- ELECTRICAL
PARTI-GENERAL
1.00 FILED SUB-BID REQUIREMENTS
A. Sub-Bids shall be submitted in accordance with the provisions of Massachusetts General Laws,
Chapter 149, Sections 44A-44I; inclusive, as amended. Time and place for submission of sub-
bids shall be as set forth in the Instructions to Bidders.
B. Each sub-bid filed with Awarding Authority shall be accompanied by a bid bond, or cash, or a
certified check or a treasurer's or cashier's check issued by, a responsible bank or trust company,
payable to the City of Northampton, in the amount of 5 percent of the bid amount. A sub-bid
accompanied by any other form of bid deposit will be rejected.
C. Each sub-bid submitted for the work of this Section shall be on a form furnished by the Awarding
Authority as required by Section 44F of Chapter 149,as amended.
D. Work to be done under this Section is shown o the following Contract Drawings:
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affect work under this
Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting, or affected by work of this Section. Cooperate with
such trades to assure the steady progress of all work under the Contract.
1.02 SCOPE
A. Furnish and install all electrical equipment as shown on the drawings, as specified herein,and as needed to
meet the requirements of the Contract documents.
B. Provide all labor,materials, equipment, and services necessary to perform the work of this section. The
work includes,but is not necessarily limited to, the following:
1. New circuit breakers in existing panelboards
2. Furnishing, installation and connections of all lighting fixtures and lamps, including contactors, time
switches and other required control equipment as shown on the drawings.
3. Wiring devices,wall plates and branch circuit wiring.
4. New Fire Alarm panel and peripheral devices.Including all conduit and wire for a complete and fully
operational system. Installation of owner furnished digital dialer in compliance with all
manufactures recommendations and the interconnection to the new fire alarm panel.
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F. Types of joints and details of reinforcing shall be submitted for approval.
G. Duct-mate or equal type connection systems are approved with gaskets and sealants.
A
H. Flexible duct connections shall be installed where ductwork connects to vibrating or
moving equipment. Flexible connections shall be not less than three inches (Y) wide
with a three inch(Y)strip of galvanized steel permanently attached to each edge.
I. Install all duct transformations required to connect thermostatic control dampers, roof
curbs,registers,etc.
J. Install all flexible duct with lengths as short as possible, maximum 10 ft. with supports 4'
to 6'o.c. to structure. Any duct runs over 10 ft. shall be solid sheet metal ducting. Duct
shall not rest or be supported on ceiling or suspension system.
2.15 AIR BALANCING
A. Provide air balancing and report for the systems indicated on the contract drawings.
Work shall include balancing and adjusting of all the air distribution system. Provide all
instruments, sensing and flow devices and accessories required to perform the tests. This
contractor shall make provisions for insertion of testing instruments. All holes made in
ductwork shall be drilled, no punching allowed. This contractor shall plug all holes in an
approved manner. All instruments used in the procedure shall be certified to have been
calibrated within a six month period prior to work. Volume dampers shall be included at
all branch ducts for balancing. Opposed Blade dampers shall not be used during
balancing for air flow control.
END OF SECTION 15600
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G. Areas of work shall remain accessible until inspection(and approval)by applicable code
authorities.
H. All sealants and compounds shall be neatly applied to each end of opening of ceiling,
floor or wall penetrations and in accordance with code requirements. All penetrations
shall be minimum size possible.
I. All firesafmg and smoke seal shall be performed as work progresses so as to protect each
area,room or floor in the building.
3.14 FIRE AND SMOKE DAMPER INSTALLATION
A. Dampers installed as per the following:
1. NFPA
2. UL
3. SMACNA
4. All applicable codes.
B. Installed in sleeves within wall, floor or ceiling construction at fire/smoke penetration.
Sleeve gauge per code.
C. Space between damper and construction filled to match adjoining work by General
Contractor.
D. Install 1'/2" x 1'h" x 16 gauge minimum retaining angles both sides of damper installation
and secure with welds,nuts and bolts or screws as per manufacturer and UL.
E. Provide clearance on top and sides for expansion.
F. Apply sealant to joints all around,both sides of fire/smoke penetration.
G. Duct connection to sleeve shall be made with"S" slip to form a breakaway joint.
H. Provide a sufficient size duct access door located so as to easily inspect and replace
linkage. Label door as fire, smoke or both access door.
3.15 SHEET METAL WORK
A. All ductwork shall conform to SMACNA manuals and NFPA bulletins and shall be made
leaktight.
B. Provide a complete duct system as indicated on the plans for connecting supply and
return air,exhaust air fans, outside air or exhaust openings,making all necessary changes
in cross section, offsets, etc. whether specifically indicated to meet building conditions,
and installing a damper at every branch take-off from main truck. Provide air turns
where center line of elbow is less than 150%of width shown on plans.
C. Install all motorized dampers, registers, grilles, diffusers, fire/smoke dampers, and
attenuators.
D. Ductwork shall be arranged to clear other trades. No pipe shall pass through ducts. If
the duct cannot be run as shown on the drawings, the Contractor must install the duct
between the required points by any route available, subject to the approval of the
Engineer.
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A. Insulate piping with material specified. Unions shall not be insulated. Piping within
radiation covers shall not be insulated.
B. Fittings and valves shall be insulated to equal thickness with flexible matching insulation
and covers applied.
C. Provide wood blocking or calcium silicate insulation sections at all hanger protection
saddles so as not to crush insulation.
D. Insulate ducting with material specified.
E. All insulation shall be installed to provide a neat and finished appearance with no
unfinished edges,tears,raw ends or peeling tape.
F. Maintain vapor barrier integrity throughout.
G. Install finish jacket on all exposed and exterior ducting.
H. Install PVC jacket on all exterior refrigerant piping.
I. Wipe dirt from all insulation surface prior to applying tapes and adhesives. Any
improperly applied insulation jackets,tapes,or covers shall be removed and replaced.
J. Insulation on ducting shall be adhered with noncombustible insulation bonding adhesive
applied as recommended by manufacturer. Insulation shall be additionally secured to
bottom of square or rectangular ducts over 24" wide and to all sides of ducting with any
dimension greater than 36"with mechanical fasteners spaced at 18"o.c.
OW
K. Seal all duct joints and seams with pressure-sensitive tape or glue after stapling.
L. All sealants and adhesives shall be NFPA and NBFU labeled and approved for use.
M. All insulation shall be installed in strict accordance with manufacturer's
recommendations.
3.11 FIRESAFING AND SMOKE SEAL
A. Clean surfaces to receive firestopping materials. Remove dirt, grease, oil, loose
materials,rust or other substances that may affect installation of the fire resistance.
B. Refer to Underwriters Laboratory, Inc. (UL) Fire Resistance Directory; "Through-
Penetration Firestop Systems (XHEZ)" and "Fill Void or Cavity Materials (XHHW)" for
Manufacturers UL System plates. Also refer to 3M Fire Protection Products
"Applications and Specifier's Guide".
C. Install firestopping materials as indicated in accordance with manufacturer's instructions.
D. Seal all holes or voids made by penetrations to ensure an effective fire stop.
E. Install firestopping materials so that void opening 4 inches (101,6mm) or larger will
support the required floor load, unless the opening is protected from possible loading or
traffic.
F. Examine firestopping areas to ensure proper installation prior to concealing or enclosing
firestopped areas.
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PART 3 -EXECUTION
3.01 PIPING
OW
A. Minimum pipe size shall be 1"unless specifically noted otherwise.
B. Piping as indicated on drawings is diagrammatic and exact locations are subject to the
approval of the Architect/Engineer.
C. Pipe shall be run straight and true at the proper pitch and shall be firmly supported
without undue stress.
D. All elbows shall be long-radius type.
1. No mitered fittings will be approved.
J. Install all valves furnished by Temperature Control Subcontractor.
L. Install anchors and pipe guides as detailed and as per manufacturer's recommendations.
3.02 SUPPORTS,BRACKETS AND HANGERS
A. Fabricate all supports and brackets required for installation of equipment, piping and
ductwork.
B. Provide all rods,steel angles,channels,beams and flat stock as required.
C. Adequately secure all supports, brackets and hangers to structure with proper devices to
suit construction.
D. Support pipes independently of each other and in accordance with details.
E. Support piping with structurally adequate hangers and supports.
F. Support piping to equipment and control valves to permit removal of equipment without
additional support of pipes.
G. Support piping at intervals indicated on straight runs and at changes of direction.
Support copper tubing to I inch size,6 feet or less on centers.
H. Do not use wire or wood fasteners for pipe supports.
I. Supports shall be attached to top chord of joists.
J. Support pipe from concrete structure by concrete inserts, or expansion shields. Support
horizontal piping with malleable iron universal-type supports.
K. Support grouped pipes with trapeze supports.
L. Riser clamps shall be wrought steel,to fit tightly around pipes,with extension lugs.
M. Size hangers for full thickness insulation over 2'/z"pipe size.
N. Install insulation protection saddles on hangers.
3.10 INSULATION
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6. 3M Brand Fire Barrier 7900 Series Penetration Sealing Systems.
7. 3M Brand Fire Barrier MPS-2 Moldable Putty Stix.
8. 3M Brand Fire Barrier MPP-4S Moldable Putty Pads.
D. Firestopping material shall be asbestos-free and capable of maintaining an effective
barrier against flame,smoke and gases in compliance with the requirements of ASTM
E814,UL 1479,and UL Fire Resistance Directory.
E. Materials shall meet and be acceptable for use by BOCA, Massachusetts state code and
all other applicable codes.
F. Materials shall meet the requirements of NFPA 101 - Life Safety Code and NFPA 70 -
National Electrical Code.
G. Materials shall be suitable for the firestopping of penetrations made by steel, glass,
plastic and insulated pipe.
H. On insulated pipe, the fire-rating classification must not require removal of the
insulation.
I. The rating of the firestops shall be [1] [2] [3] [4] hour(s), but in no case less than the
rating of the time-rated floor or wall assembly.
2.12 INTAKE AIR FANS
A. Provide centrifugal, direct drive in-line fans with factory mounted solid state speed
control and for outside air intake for offices. Fan size as indicated on drawings. By
Fantech or approved equal. All fan duct connections shall be flexible.
2.13 AUTOMATIC TEMPERATURE CONTROLS
A. The facilities' fan coil units as indicated on contract drawings shall be interfaced into the
City of Northampton's Automatic Logic System 20/20 energy management system. The
building shall communicate via telephone modem to the City's central site workstation.
A dedicated telephone line shall be furnished by the owner to interface into the energy
management system. All scheduling and alarming shall be via the owner's existing
workstation.
B. Fan Coil Unit Control: The fan coil units shall be indexed occupied/unoccupied via the
energy management system. In the occupied mode of operation the fan coil unit supply
fan shall run continuously and the associated outdoor air booster fan shall be activated.
C. During the unoccupied mode of operation, the unit fan shall be de-energized and the fan
shall cycle to maintain unoccupied set points. The associated outdoor air booster fan
shall be"off'when the respective fan coil units are de-energized.
D. The space sensor in conjunction with the DDC controller, shall modulate the three-way
heating/cooling valve to maintain space temperatures, subject to a discharge air low limit
(60 degrees F. adjustable). The space sensor shall have separate heating and coolign set
points programmed via the central workstation. A set point adjuster and local timed
override shall be included on each temperature sensor.
E. A freeze protection thermostat, located on the discharge side of the heating coil, shall,
Oft upon sensing temperatures below set point (38 degrees F) de-energize the supply fan,
open the heating valve and alarm the City's energy management workstation.
F.
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All ducts shall be supported as recommended by SMACNA Section 4. Duct hangers
shall be spaced at not less than 5 ft. on center and at each fitting. Hangers shall be
secured to steel structure.
Volume dampers of splitters shall be constructed in accordance with details shown in the
SMACNA Duct Manual, Section 2. Dampers shall be equipped with locking quadrants
with position indicator.
Turning Vanes: Single thickness, as manufactured by Barber-Colman, Titus or Duro-
Dyne.
2.09 REGISTERS,GRILLES AND DIFFUSERS
A. Ceiling Diffusers (CD) shall be by Titus Model TDC with opposed blade dampers and
factory finished white baked enamel finish. Sizes as indicated on drawings, equal by
Metalaire or Carnes.. Diffusers in fire rated ceiling shall include fire damper.
B. Return and exhaust registers (RR) shall be by Titus Model 350RL, white baked enamel
finish with opposed blade damper on return registers. Registers in rated ceilings shall
include fire damper. Equal by Metalaire or Carnes.
2.10 FIRE/SMOKE DAMPERS
A. Fire Dampers: Type "B" 1'/Z hour rated and stamped, UL label and construction curtain
style, horizontal and vertical with sleeve and 21211F fusible link. For square,
rectangular,oval or round ducts.
B. Fire & Smoke Dampers: Combination fire and smoke 1'/z hour rated and stamped, UL
label and construction, low leak airfoil blade type, with sleeve and electric operator,
electric manual reset link.
C. Fire dampers where required for fume hoods shall be of all stainless steel construction.
D. As manufactured by Ruskin,National Controlled Air or Air Balance.
2.11 FIRE SAFING AND SMOKE SEAL
A. Firesafing and smoke seal is required for all pipes, ducts and conduit penetrations
through all walls, floors,partitions or leaving or entering any vertical pipe/duct shaftway
at all floors and through all walls. This Subcontractor shall provide his own pipe and
duct sleeves and do his own firesafing and smoke seal work.
B. Elastomeric intumescent firestopping material as manufactured by 3M Construction
Markets,Dow-Corning,or approved equal.
C. Components to be used as follows:
1. 3M Brand Fire Barrier CP 25N/S No Sag Caulk.
2. 3M Brand Fire Barrier CP 25S/L Self Leveling Caulk.
3. 3M Brand Fire Barrier CP 25WB Caulk.
4. 3M Brand Fire Barrier FS-195 Wrap/Strip.
5. 3M Brand Fire Barrier CS-195 Composite Sheet.
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Hot&Chilled Water(all) 3/4"to 2" 1 ''/2"
Condensate Drain all 1/2"
B. Piping insulation shall be heavy density rigid fiberglass with an "R" value of 4.5 per 1"
thickness at 75[IF mean temperature and flame spread rating of 25, smoke developed 50.
Owens-Coming,Knauf or Certainteed.
C. Fittings and valves shall be insulated with equal thickness flexible fiberglass of pre-
formed rigid fiberglass.
D. Insulation shall be covered with a Kraft reinforced ASJ jacket having longitudinal stapled
seams. Self sealing butt strips shall be installed on circumferential joints and shall be
stapled. UL 25/35 rating.
E. Fittings and valves shall be covered with pre-formed fitting covers of high-impact, UV-
resistant poly-vinyl chloride vapor retarding jackets. Covers shall be installed with an
staples. Equal by Zeston.
F. Ductwork
Insulate all new supply and outside air ductwork with 1-1/2"blanket insulation. Duct
insulation in all spaces shall be flexible fiberglass with FSK vapor barrier facing. Staple
and seal all seams and joints with self-adhering foil tape.
G.. Refrigerant: Insulation shall be tubular foam closed cell flexible elastomeric with
integral vapor barrier having an R value of 3.7/1" material. All seams and joints secured
with contact cement or with pre-glued seams. Exterior piping exposed to weather shall
be covered with PVC UV resistant polyvinyl chloride jacket with all seams and joints
sealed watertight.
2.08 SHEET METAL WORK
A. Ductwork: Fabricated from galvanized zinc-coated sheet steel in accordance with NFPA
and SMACNA manuals. Gauges as listed in SMACNA manuals; minimum gauge shall
be 24.
B. Rectangular Duct Systems:
Rectangular ductwork shall be galvanized steel G-60,ASTM Standards A525 and A527.
Gauges, reinforcement, and joints for rectangular duct systems shall conform with
SMACNA 1985 Manual for duct systems of 2" WG Table 1-5.
Elbows shall be constructed either with the inside radius equal to the duct width or
provide square elbows with single thickness turning vanes. All in compliance with
SMACNA Manual 1985 Edition.
All fittings for rectangular ductwork shall be fabricated in compliance with SMACNA
Section 2. All connections on branches to mains shall use a 45❑ clinch collar, or fittings
for round ducting with bellmouth and heavy duty regulators as manufactured by Buckley
model HD-BMD or equal.
All joints shall be sealed with Class C duct sealant for 2" W.G. application . Installed in
strict compliance with manufacturer's recommendations and SMACNA manuals.
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PART 2—PRODUCTS
oft 2.01 MATERIALS AND SPECIALTIES
A. Materials specified for the work on all systems shall be new, unless specifically noted
otherwise, and shall be manufactured in conformance with the specified codes or
standards. Where materials are not specified, the Heating &Ventilating Contractor shall
furnish the best of the respective kind.
2.02 PIPING
Hot and chilled water supply&return Black Steel Schedule 40
Refrigerant Piping Type ACR hard temper copper
2.03 PIPE FITTINGS
Steel pipe to 2%" Malleable iron screwed-teflon tape
Sleeves One pipe size larger than pipe unless larger required for
insulated pipes.
2.04 JOINTS AND FLANGES
'' Screwed Joints: Shall be made tight with a teflon tape compound applied to the male threads
only.
Welded Joints: Shall mate properly and have continuous leak-tight weld.
2.05 HANGERS AND SUPPORTS
A. As manufactured by Grinnel,C&P or Crane; numbers are Grinnel.
Steel pipe to 2'/z",Figure 65.
2.06 PIPE PROTECTION SADDLES
A. As manufactured by Grinnel, C & P or Crane; numbers are Grinnel for piping 4" size
and over. Sized for insulation thickness, Figures 160, 161, 162.
2.07. INSULATION
A. Piping
Insulate all new hot and chilled water piping and all fittings and valves and branch piping
off fan coil units missing insulation. Insulation thickness as indicated below:
SERVICE PIPE SIZE THICKNESS
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C. Maintain a fire watch during and after all welding operations.
1.19 GUARANTEE WARRANTY
A. The Heating and Ventilating Subcontractor shall and hereby does warrant that all work
executed and all equipment furnished under this section shall be free from defects of
workmanship and materials for a period of one(1)year.
OW
1f"
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expense to the Owner. All lines are diagrammatic and exact locations are subject to the
approval of the Architect/Engineer.
1.13 PROTECTION
A. This Subcontractor shall,at all times, fully protect his work and materials from injury or
loss by others. Any injury or loss which may occur shall be made good without
additional expense to the Owner. This Subcontractor shall be responsible for the proper
protection of all his materials until the project is accepted by the Owner.
B. This Subcontractor shall also protect building and equipment from damage by
installation of his work,and shall pay for all damages thereto.
1.14 OPERATING INSTRUCTIONS
A. At the time of final acceptance, the Heating and Ventilating Subcontractor shall furnish
three(3)sets of equipment manuals for all equipment for delivery to the Owner.
1.15 INSTALLATION OF THE WORK
A. Examine the site and all the drawings before proceeding with the layout and installation
of this work.
1.16 ELECTRICAL CONNECTIONS
A. Electrical work will be the responsibility of the Electrical Subcontractor, unless
specifically required otherwise by this specification.
B. Verify all electric characteristics prior to ordering equipment.
1.17 DEMOLITION AND REMOVALS
A. Disconnect and remove all existing Heating and Ventilating equipment and systems and
parts thereof and appurtenances, which are made obsolete by this renovation whether or
not shown on drawings to be removed or unless otherwise noted or shown to remain.
See Section"Demolition and Removals"this specification for further information.
B. All obsolete materials shall be disconnected and removed including hangers and
supports.
C. The site will be abated of all hazardous materials prior to start of any new construction.
1.18 WELDING
A. All welding shall be performed by certified welders.
B. Protect all adjoining work with welding operations by erecting protection barriers or use
of welding blankets.
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MN Nil I
Occupational Safety and Health Act(OSHA).
1.08 PERMITS AND FEES
A. The Heating and Ventilating Subcontractor shall obtain all necessary permits and
approval of the work by the local authorities. He shall obtain all other permits, licenses
or certificates of approval, arrange for all inspections and pay all fees and charges in
connection therewith.
1.09 CONTRACT DOCUMENTS
A. Work of this Section is shown primarily on the following Drawings: M-1.
B. The Heating & Ventilation Drawing above does not limit responsibility of determining
full extent of work required by Contract Documents. Refer to Architectural, Plumbing,
and Electrical and other Drawings and other Sections that indicate types of construction
in which work must be installed and work of other trades with which work of this Section
must be coordinated. Locations shown on Heating & Ventilation Drawings shall be
checked against general and detailed Drawings of the construction proper.
1.10 REFERENCE TO MATERIALS BY NAME
A. Specific reference in the specifications to any article, device, product, material, fixture,
form, or type of construction, etc. by name,make, or catalog number shall be interpreted
as establishing a standard of quality,and shall not be construed as limiting the
competition, and the Contractor in such cases, may at his option use any article, device,
product, materials, fixture, form or type of construction which, in the judgement of the
Architect/Engineer, is equal to that named, and further provided approval of any
manufacturer's product not specifically mentioned is obtained prior to the close of the
interpretation period.
1.11 WASTE MATERIAL
A. All rubbish created by the Heating & Ventilating Subcontractor shall be removed by the
Heating&Ventilation Subcontractor on a regular basis and at least once each week.
B. All material shall be properly disposed of in accordance with all prevailing codes, rules
and regulations.
1.12 DRAWINGS AND SPECIFICATIONS
A. This Subcontractor shall refer to the drawings for a full comprehension of the work to be
done and for conditions affecting the location and placement of his equipment and
materials. These drawings are intended to be supplementary to the specifications, and
any work indicated, mentioned or implied in either is to be considered as specified by
both. Should the character of the work herein contemplated or any matter pertaining
thereto be not sufficiently explained in the specifications or drawings, this Subcontractor
may apply to the Architect/Engineer for further information and shall conform to such
when given as it may be consistent with the original intent. The Architect/Engineer
reserves the right to make any reasonable changes in location prior to installation at no
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HVAC- 15600-4
B. No fabrications, ordering delivery to the site, or other steps shall be taken with respect to
those items requiring shop drawings or manufacturer's detail drawings to be submitted or
submittals of information for review, all to the Architect, until he returns such to the
submittor indicating the results of his review.
1.06 QUALITY ASSURANCE
A. All materials used under this section of the specifications shall be new and the best
product of the manufacturer; without defects and designed to function properly in that
portion of the work for which they are intended.
B. This Subcontractor shall employ only competent and experienced tradesmen, thoroughly
experienced in the installation of all materials specified under this section of the
specifications and able to work in harmony with all other tradesmen employed on the
project.
C. This Subcontractor shall provide for the delivery of all his material to the building site
when required so as to carry on his work efficiently and to avoid delaying his work and
that of other trades.
D. EQUALITY OF MATERIALS: Equality of materials or articles other than those named
or described in this section will be determined in accordance with the approval of the
Engineer.
1.07 CODES, STANDARDS,ORDINANCES
A. All work shall conform to the requirements of all codes and regulations governing such
work, as may be required by local and state ordinances. Where the provisions of the
Contract Documents conflict with any codes, rules or regulations, the latter shall govern.
Where the Contract Documents are in excess of applicable codes,rules or regulations,the
Contract Provisions shall govern unless otherwise directed by the Architect.
B. Any material or operation specified by reference to the published specifications of a
manufacturer of any of the following shall comply with the requirements of the current
specifications or standard listed.
American Society of Mechanical Engineers(ASME).
American Society of Heating, Refrigeration and Air Conditioning Engineers(ASHRAE).
Institute of Boiler Rating(IBR).
Air Moving and Conditioning Association(AMCA).
American Society for Testing and Materials(ASTM).
American Gas Association(AGA).
National Fire Protection Association(NFPA).
National Board of Fire Underwriters(NBFU).
Underwriters' Laboratories(UL).
United States of America Standards Association(USAS).
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A. Perform work and provide material and equipment as shown on Drawings and as specified
in this Section. Completely coordinate with work of other trades and provide for complete
and fully functional installation. Although not specifically shown, provide supplementary
or miscellaneous items, devices, appurtenances and materials incidental to or necessary for
sound,secure and complete installation.
B. Give notices,file plans, obtain licenses and permits,pay fees and backcharges and obtain
necessary approvals from authorities having jurisdiction.
C. The work shall include a complete heating and ventilation system and renovations and
revisions to existing heating and ventilation systems as shown on the drawings. This
includes,but is not limited to:
Demolition of obsolete HVAC equipment.
Fan Coil Unit—control valves, outside air and associated electric duct heaters, in-line fans
and controls.
Relocation of existing ductless split system air conditioning unit.
Ductwork and duct insulation
Registers,grilles,diffusers and louvers.
Automatic Temperature Controls
Balancing
Record documents and submittals.
1.04 RELATED WORK SPECIFIED ELSEWHERE
A. The following items of work, associated with the electrical work, will be performed in
accordance with other sections of these specifications.
Cutting and patching.
Electrical Wiring.
1.05 SUBMITTALS
A. Quantity of shop and/or manufacturer's drawings as called for in General Provisions shall
be submitted to the Architect for review, for the following:
Fans
Electric Duct Heaters
Filters
Registers, grilles, diffusers and louvers.
Insulation.
Temperature Controls.
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SECTION 15600-HEATING,VENTILATING AND AIR CONDITIONING
PART 1 -GENERAL
tW
1.00 FILED SUB-BID REQUIREMENTS
A. Sub-Bids shall be submitted in accordance with the provisions of Massachusetts General
Laws, Chapter 149, Sections 44A-441; inclusive, as amended. Time and place for
submission of sub-bids shall be as set forth in the Instructions to Bidders.
B. Each sub-bid filed with Awarding Authority shall be accompanied by a bid bond, or
cash, or a certified check or a treasurer's or cashier's check issued by a responsible bank
or trust company, payable to the City of Northampton, in the amount of 5 percent of the
bid amount. A sub-bid accompanied by any other form of bid deposit will be rejected.
C. Each sub-bid submitted for the work of this Section shall be on a form furnished by the
Awarding Authority as required by Section 44F of Chapter 149,as amended.
D. Work to be done under this Section is shown on the following Contract Drawings: M-1.
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this section.
B. Examine all other Sections of the Specification for requirements which affects work
under this Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting, or affected by work of this
Section. Cooperate with such trades to assure progress of all work under the Contract.
1.02 REFERENCES
A. Examine Drawings and other Specification Sections for requirements that affect work of
this Section.
B. As used in this Section, "provide" means "furnish and install" and "HVAC" means
"Heating, Ventilating and Air Conditioning".
Where an item is referred to in singular number in Contract Documents,provide as many
such items as are necessary to complete the work.
C. Before submitting bid, visit and carefully examine site to identify existing conditions and
difficulties that will affect work of this Section. No extra payment will be allowed for
additional work caused by unfamiliarity with site conditions that are visible or readily
construed by experienced observer.
D. Before starting work, visit the site and examine the conditions under which work must be
performed including preparatory work performed under other Sections or Contracts, or
by Owner. Report conditions which might adversely affect work in writing through
Contractor to Architect. Do not proceed with work until defects have been corrected and
conditions are satisfactory. Commencement of work shall be construed as complete
acceptance of existing conditions and preparatory work.
1.03 SUMMARY
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HVAC- 15600- I
OW caulking. When the work is presented for acceptance, all valve stem packing must be
new and without leaks, all gauges and thermostats must be in place and reading
accurately. This Subcontractor shall furnish all labor, material and services for testing,
including plugs, pumps and compressors, shall make and remove all temporary piping
connections required for the tests, and shall dispose of test water and all wastes after
tests. leave all work in good order,ready for full use.
Upon completion of roughing in, all outlets in the soil, waste and vent, piping systems
shall be temporarily capped and made tight. The piping shall then be filled with water up
to the roof or minimum of ten foot (10') head and must remain full without additional
pumping,for a period of one(1)hour without showing any leakage of water.
Upon completion of roughing in, all outlets in the hot water and cold water piping
systems inside building shall be temporarily capped and made tight. The piping shall
then be filled with water, and shall be made tight under a hydrostatic pressure of 125#
per square inch gauge maintained for one(1)hour without additional pumping.
3.3 STERILIZATION: Each unit of domestic water service line and distribution system
shall be sterilized with chlorine before acceptance of domestic operation. The amount of
chlorine applied shall be such as to provide a dosage of not less than 50 parts per million.
The chlorinating material shall be introduced to the water lines and distributing systems
in a manner approved by the Water Department. If possible to do so, the lines shall be
thoroughly flushed before introduction of the chlorinating material. After a contact
period of not less than eight(8) hours, the system shall be flushed with clean water until
the residual chlorine content is not greater than 1.0 parts per million. All valves in the
lines being sterilized shall be opened and closed several times during the contact period.
END OF SECTION 15400
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All fresafng material must be noncombustible as defined by NFPA Standard 220 when
tested in accordance with ASTME136; melt point- 20007F; when in contact with metal,
be non-corrosive meeting FS-HH-1-558 B; "k" value of 0.25 or less per ASTM C 518;
the material shall be moisture-resistant, mildew, vermin-proof and non-deteriorating.
The firesafng insulation shall meet fire containment tests per ASTM E119.
PART 3-EXECUTION
3.1 INSTALLATION: Insulate all new concealed water piping and fittings before closing in.
Piping shall be tested before insulation is applied.
Install complete hot and cold systems for the building serving all new fixtures. All
connections to water serviced fixtures shall be equipped with shut-off valves Piping to
be pitched to low points to permit positive drainage.
Install shutoff valves on each piece of equipment on both hot and cold water.
Install all 4" and larger horizontal soil and waste piping at a slope of 1/8" per foot in
direction of flow or as noted. 3"and smaller at '/4"per foot slope.
Piping concealed in partitions must be properly aligned to obtain absolute concealment.
Piping not properly concealed must be removed and replaced at this Contractor's
oft Expense.
Cleanouts must be installed in the soil and waste piping:
1. at all upper terminals of all horizontal soil and waste piping;
2. at each change in direction of more than 45°;
3. at bottom of each stack.
Install pipe hangers to support all horizontal above-ground piping. Install riser clamps at
each floor level. Anchor hangers and clamps securely to building construction.
Pipes shall run parallel and graded evenly to draining points. Provide a ''/2" drain valve at
each low point in piping so that all parts of the systems can be drawn off.
3.2 BUILDING SYSTEM TESTS AND CLEANING: All piping shall be flushed clean
before tests are applied. No portion of the hot water, cold water, waste, sanitary shall be
covered, concealed, used or correction or replacement until tests thereof have been
satisfactorily completed in the presence of the Architect's authorized representative. This
Subcontractor must accommodate his testing operations to the progress of the project as a
whole. Correct all defects appearing under test and repeat the test until all parts of the
work have withstood them successfully. Screwed piping shall be made tight without
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phase. Manufactured by Halsey Taylor.Provide service supply
stop at inlet tube in cooler and 1 '/4"P-trap.
2. P2 Kitchen Sink
SL-ADA-2225-A-GR Just 22"X 25"X 6"deep 18 gauge type 304
stainless steel sink,sound deadened, self-
rimming,(4)faucet holes punched on 8"
centers.
J35-316 Stainless steel crumb cup strainer with
removable basket and rubber seat stopper,
type 316 S.S. tail piece
400-10 Delta single handle chrome-plated faucet
with 10"long spout,hose&spray with
integral anti-siphon device, faucet holes on
8"centers. Moen or Symmons approved equal.
Furnish and install chrome-plated p-trap with
cleanout plug and chrome-plated angle supply stops.
2.12 FIRESAFING AND SMOKE SEAL: Firesafing and smoke seal is required where pipes,
ducts and conduit leave or enter any vertical pipe/duct shaftway at all floors and through
all walls above or below any Class "A" acoustical tile ceiling, or any space without any
type of finish ceiling.
Firesafing and smoke seal is required for all pipes, ducts or conduit penetrations through
rated walls or partitions and at positions separating smoke zones from each other - if
smoke zones or plenums are employed in the building. Each of the principal trades -
plumbing, sprinklers, HVAC and electrical - are to provide their own pipe and duct
sleeves and to do their own firesafing and smoke seal work.
Firesafing and smoke seal of pipe and duct penetrations through non-rated secondary
walls within a rated larger area need not require Firesafing and smoke seal until they
penetrate the rated walls.
Firesafing and smoke seal materials are as follows:
1. "Poke-through" fire containment, USG "THERMAFIBER", fire test CEG 4-11-
78;USG 6-2-76;CEG 8-7-85.
2. ProSet System C Firestop devices, for PVC Piping. UL No.R10338.
3. USG "THERMAFIBER SMOKE SEAL COMPOUND" -UL No.
R11327-L;UL No. R11327-R.
4. Dow Coming fire stop sealant and Dow Corning fire stop foam"A"
and"B" classified for 1,2 and 3 hours.
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Plumbing 15400-9
Pk
Ball valves 2 inches and smaller shall be rated 150 SWP, 600 WOG meeting WWV 35C
Type II, Class A, Style 3. Valves shall be one piece threaded body, solid or tunnel
drilled, large port, chrome ball. Seats and seals shall be teflon. Stem shall be of
blowout-proof design with threaded adjustable packing follower. Packing shall be
retained under full working pressure with handle or handle nut removed. Hammond
8501,Apollo Series 70,or Nibco T-585.
Furnish and install atmospheric vacuum breaker Watts Model 288A, where the vacuum
breaker is not subject to constant water pressure.
2.8 WATER HAMMER ARRESTORS: Furnish and install on water closets or where shown
on plans,water hammer arrestors equal to Zurn#Z-1700,Precision Plumbing Products or
Josam,sizes as shown on plans or approved equal.
2.9 ACCESS PANELS: Furnish access panels with dry wall flange for wall or ceiling
installation as manufactured by Karp, Milcor, or Zurn, size 14" x 14", or as indicated on
plans. Units shall be prime-coated, hinged and lock. Refer to Architectural drawings for
exact locations.
2.10 CLEANOUTS
1. Furnish and install cleanouts as manufactured by Zurn,Wade or Jay R. Smith
l or approved equal. Models based on Zum. Flashing for all drains by General Contractor.
Floor Cleanout ZN-1400-2 round nickel bronze, scoriated top,cast-iron body.
Adjustable to finish floor.
Wall Cleanout ZB-1447-VP,cleanout tee, dura-coated cast iron,gas and
watertight ABS tapered thread plug, and square, smooth
nickel bronze 8"x 8"wall access cover and frame. Install
where vertical rain conductor, soil or waste pipe is concealed
in wall or partition.
2.11 PLUMBING FIXTURES: Furnish and install all fixtures shown on plans or specified
herein, providing chrome-plated piping for all exposed piping and trimmings. Each
fixture shall have separate key stops for hot and cold water. The following list is based
on American Standard plate numbers to establish type and quality of materials. Fixtures
made by Kohler Company or Eljer Company approved equal.
1. P1 Water Cooler(Handicap Accessible)
HACFS-Q Barrier-Free Water Cooler,stainless steel top with removable
drain strainer, front/side push bar water controls,lead free,
anti-splash ridge, sensing thermostat for controlling
temperture, factory set at 50 F. 8.0 gph, 120 volt, 60hz, single
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O 4 to 5 inch 5/8 inch 5 feet
6 to 8 inch 3/4 inch 5 feet
Where 10 feet lengths of cast-iron pipe is installed, support spacing of 10 feet is
acceptable. All hangers for cast-iron pipe larger than 4" shall be supported from the top
core of the bar joist.
2.4 PIPE IDENTIFICATION MARKERS: Furnish and install pipe identification markers to
comply with OSHA Standards including direction of flow arrows, as manufactured by
Seton or approved equal.
Install identification markers on the following systems:
1. Hot and Cold Water
2. Domestic Hot Water
2.5 SLEEVES AND ESCUTCHEONS: This Contractor shall furnish and set all sleeves
required. Where pipes pass through walls, floors, ceilings, etc. all sleeves shall be steel
pipe. Where uncovered pipes pass through finished ceilings, partitions, walls and floors,
heavy-chromium escutcheons shall be provided.
2.6 PIPING INSULATION: All exposed or concealed cold and hot piping shall be insulated
with %" thickness of insulation. This includes all new valves and fittings throughout
building.
Piping insulation shall be flexible, closed-cell elastomeric tubular insulation with an"R"
value of 3.7 per V thickness at 75°F mean temperature and flame spread rating of 25,
smoke developed 50. Armstrong,Owens-Corning or Halstead Industries.
Fittings and valves shall be insulated with equal thickness insulation.
Longitudinal seams shall be self-sealing or joined with an adhesive. Butt joints shall be
joined with an adhesive. Electrical tape will not be accepted.
Insulation removed from existing water piping for purposes of new tie-ins shall be
replaced with new insulation as specified above.
2.7 VALVES AND SHUT-OFFS: All hot and cold water branch supplies shall be controlled
separately by full size bronze gate valves. Provide drainage valves with hose ends at all
low points,whether indicated on the drawings or not.
Valves shall be installed where shown on the drawings and shall be the type noted.
Valves 3 inches and smaller shall have screwed end. Valves larger than 3 inches shall
have flanged ends. Gate, globe and ball valves shall be installed with the stems upright
and within 15 degrees of vertical whenever possible.
Gate valves 2%inches and smaller shall be Class 125 SWP, 200 WOG, rising stem, B-62
bronze body,bronze stem, solid wedge,meeting MSS SP80, with handwheel. Hammond
IB-640, Stockham B-100, or Nibco T-111.
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Plumbing 15400-7
PART 2- PRODUCTS
2.1 SOIL, WASTE AND VENT PIPING: All below-floor piping shall be service weight
cast iron pipe and fittings,with lead and oakum or resilient gasket joints.
All above-floor soil,and waste 2" and larger shall be service weight cast iron,joints shall
be made up with lead and oakum,or no-hub pipe with stainless steel couplings.
Above-floor soil, vent and waste 2" and smaller shall be type "M" copper pipe and
fittings or DWV pipe and fittings.
All above-floor vent piping 3" and larger shall be copper pipe and fittings or no-hub pipe
and fitting as described above.
All vents below floor slab shall be 2"minimum.
2.2 WATER PIPING (Interior of Building): All hot and cold water piping shall be hard
copper. Type "L" seamless drawn tubing of 99.9% copper assembled with sweated
fittings. All piping shall be supported in an approved manner and shall be graded to
drain back to drainoff cocks,joints make up with 97/3 silver solder.
2.3 HANGERS AND SUPPORTS: All new horizontal copper waste and vent piping shall be
supported with copper-plated Grinnell Model CT-269 adjustable hangers,as follows:
PIPE SIZE ROD SIZE MAXIMUM SPACING
11/2" or larger 3/8 inch 10 feet
All new horizontal water piping mains and branch runouts shall be supported with over-
sized carbon steel hangers, the hanger shall be installed on the outside of pipe insulation
with 18 gauge protection saddle between pipe insulation and hanger:
PIPE SIZE ROD SIZE MAX. SPACING HANGERS
1/2" - 1 1/4" 3/8 inch 5 feet Fig.269-Ring.
1 1/2" or larger 1/2 inch 10 feet Fig. 65-Cleves
Water piping installed inside chase, behind fixtures, copper piping shall be supported
with Fig. CT-122R copper-plated split tubing clamp, fastened directly to pipe and
supported with 3/8" threaded rod. Pipe insulation shall butt-up to clamps.
All new horizontal cast-iron soil, gas, and vent piping shall be supported with carbon
steel clevis Hanger Figure 260 as follows:
PIPE SIZE ROD SIZE MAXIMUM SPACING
Up to 3 inch 1/2 inch 5 feet
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Project No. 9918
Plumbing 15400-6
Oft lack of sufficient notice on the part of the Subcontractor to the General Contractor, a
back-charge will be in order from the General Contractor to the Subcontractor for such
cutting and patching.
1.22 GUARANTEE WARRANTY: The Plumbing Subcontractor shall and hereby does
warrant that all work executed and all equipment furnished under this section shall be
free from defects of workmanship and materials for a period of one year from date of
final acceptance of this work. The Plumbing Subcontractor further agrees that he will, at
his own expense, repair and replace all such defective work and all other work damaged
thereby,which becomes defective during the term of the Guarantee Warranty.
SITE VISITATION
Before submitting his bid, the Plumbing Subcontractor shall become thoroughly familiar
with the conditions affecting his work,since he will be held responsible for any assumption
he may make in regard thereto.
OW
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Plumbing 15400-5
Electrical work required under this contract shall be done in accordance with applicable
provisions of the National Electrical Code and local ordinances.
1.13 PRODUCT DELIVERY: A. The Plumbing Subcontractor shall provide for the
delivery of all his materials to the building site when required, so as to carry out his work
efficiently and to avoid delaying his work and that of other trades.
1.14 TOOLS, SCAFFOLDING, ETC.: All necessary tools, machinery, scaffolding, and
transportation for completion of this contract shall be provided by the Plumbing
Subcontractor.
1.15 WASTE MATERIAL: All rubbish created by the Plumbing Subcontractor shall be
removed by the Plumbing Subcontractor.
1.16 PROTECTION OF WORK: All pipes left open during the progress of the work shall be
capped or plugged at all times.
All fixtures shall be protected by boarding over or by the application of a standard
protective paste covering which is non-injurious to the fixtures.
1.17 OPERATING INSTRUCTIONS: At the time of final acceptance, the Plumbing
Subcontractor shall furnish three sets of operating instructions for all equipment for
delivery to the Owner.
The Plumbing Subcontractor shall instruct Owner's representative in the operation of all
Plumbing apparatus and systems.
1.18 RECORD DRAWINGS: The Contractor will furnish to the Subcontractor a complete
and separate set of blue line prints of pertinent portions of the Contract Drawings for
record. On this set of record drawings on which he shall accurately show the actual
installation of all his work and indicating thereon any variations from the basic Contract
Drawings. All changes, including those issued by addendum, formal changes, other
instructions by the Architect and the Engineer and those due to all other causes shall be
recorded. Include,but do not limit to,changes in sizes, grades, locations,and dimensions
showing locations of all valves,junctions,connections, ends,and other pertinent data.
1.19 TEMPORARY FACILITIES: This Contractor shall provide water for construction use.
1.20 COOPERATION WITH OTHERS: This Contractor shall cooperate to the fullest extent
with all other trades so as best to expedite the entire project.
This Contractor shall furnish all information pertaining to his materials as to sizes,
locations,means of support,etc. to all other trades requiring such information.
1.21 CUTTING AND PATCHING: Cutting and patching in general shall be the
responsibility of the General Contractor. The Subcontractor is expected to inform the
General Contractor sufficiently in advance to allow incorporation of inserts and the like
and to otherwise prevent any appreciable cutting and patching. Where such is caused by
opk Northampton Police Station Renovations
Project No. 9918
Plumbing 15400-4
I This Contractor shall layout all work and be responsible for the accuracy of same.
Conditions at the building shall be the determine factor for all measurements. All
overhead piping shall be laid out so as to obtain maximum headroom.
1.9 DRAWINGS AND SPECIFICATIONS: The Plumbing Subcontractor shall refer to the
drawings for a full comprehension of the work to be done and for conditions affecting the
location and placement of his equipment and materials. These drawings are intended to
be supplementary to the specifications, and any work indicted, mentioned or implied in
either is to be considered as specified by both. Should the character of the work herein
contemplated or any matter pertaining thereto be not sufficiently explained in the
specifications or the drawings, the Plumbing Subcontractor may apply to the
Architect/Engineer for further information and shall conform to such when given as it
may be consistent with the original intent. The Architect/Engineer reserves the right to
make any reasonable changes in location prior to installation at no expense to the Owner.
All lines are diagrammatic and exact locations are subject to the approval of the
Architect/Engineer.
1.10 OPERATING PROCEDURE: The Plumbing Subcontractor shall, at all times, have a
foreman on the project authorized to make decisions and receive instructions. The
foreman or superintendent shall not be removed or replaced without the express approval
of the Architect/Engineer after construction work begins.
1.11 SUBMITTALS: Submit shop and erection drawings and descriptive and supportive
literature for all work in accordance with the General Conditions. Approval by the
Architect/Engineer must be obtained prior to delivery of material to the site.
Within thirty(30)days of award of contract, the Plumbing Subcontractor shall submit for
the Architect/Engineer's approval, six copies of the manufacturers' shop drawings, detail
prints, and data sheets for the following items:
1. Access Panels.
2. Fixtures and Trim.
3. Valves.
4. Floor Cleanouts.
5. Insulation.
6. Vacuum Breakers.
No fabrication, ordering, delivery to the site or other steps shall be taken with respect to
those items requiring shop drawings or manufacturers' detail drawings to be submitted or
submittals of information for review, all to the Architect, until he returns such to the
submittor carrying either the notation "Approved" or "Approved as Corrected" as
indicated by the Architect or his Engineer. An "Approved as Corrected" notation means
that changes as indicated must be incorporated or the qualifying acceptance will be
considered void.
1.12 ELECTRICAL CONNECTIONS: Electrical work, including furnishing and installation
of starters, will be the responsibility of the Division 16000 contractor, unless specifically
required otherwise.
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Plumbing 15400-3
2. Access panels furnished by the Plumbing Contractor and installed by General
Contractor,unless otherwise noted, in sizes and locations as shown on the
plumbing drawings.
3. All equipment and fixtures being furnished by other equipment contractors shall
be complete with all faucets,trim,and components.
1.4 PERMITS AND FEES: The Plumbing Subcontractor shall obtain all necessary permits
and approval of the work by the local authorities. He shall obtain all other permits,
licenses or certificates of approval, arrange for all inspections and pay all fees and
charges in connection therewith.
1.5 QUALITY ASSURANCE
Comply with all codes and standards applying to the work of this contract. The
installation shall conform in all respects to the latest regulation of the National Building
Code, State and Local Plumbing Code and to any City, Municipal or State regulations
covering such work.
Any material or operation specified by reference to the published specifications or
standards of any of the following agencies shall be complied with:
1. American Society of Mechanical Engineers(ASME)
2. American Society of Heating,Refrigeration and Air Engineers(ASHRAE)
3. Institute of Boiler Rating(IBR)
4. National Fire Protection Association(NFPA)
5. National Board of Fire Underwriters(NBFU)
6. Underwriters Laboratories(UL)
7. United States of America Standards Institute(USAS)
8. Occupational Safety and Health Act(OSHA)
1.6 REFERENCE TO MATERIALS BY NAME: Specific reference in the specification to
any article, device, product, material, fixture, form, type of construction, etc., by name,
make,or catalog number shall be interpreted as establishing a standard of quality.
1.7 MATERIALS AND CONTRACTOR'S RESPONSIBILITY: All materials used in the
contract shall be new and first class in every respect, without defects, and designed to
function properly in that portion of the work for which they are intended.
This Contractor shall employ only competent and experienced workmen at a regular
working schedule in harmony with other tradesmen on the job. He shall also exercise
care and supervision of his employees in regard to the proper and expeditious laying out
of his work.
1.8 LAYOUT OF WORK: The arrangement of all piping indicated on the drawings is
diagrammatic only, and indicates the minimum requirements of this work. Conditions at
the building shall determine the actual arrangement of runs,bends, offsets, etc.
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Plumbing 15400-2
SECTION 15400-PLUMBING
PARTI- GENERAL
1.1 RELATED DOCUMENTS: Drawings and general provisions of Contract, including
General and Supplementary Conditions and Division 1 Specification Sections, apply to
this Section.
A. Drawings and general provisions of the Contract, including General Conditions of the
Contract as amended and Division 1 Specification Sections,apply to this Section.
1.2 SUMMARY OF WORK: The scope of work without limiting the generality thereof,
includes the furnishing and installing of the following items of work and related items
incidental thereto,shown on Drawings,and as herein specified:
The following schedule is part, but not necessarily all inclusive of the items in this
section of the contract.
1. Furnish and install cold and hot water for domestic use to all new fixtures as
indicated on plans.
2. Furnish and install soil,waste and vent piping in building to all new fixtures as
indicated on plans.
3. Insulate all new domestic cold water and hot water piping installed.
4. Furnish and install all fixtures and trim as specified or called for on plans.
S. Furnish 14" x 14" access panels for all locations where soil or waste pipe
clean-outs or water shutoff valves are concealed by new walls or partitions.
Access panels installed by General Contractor.
6 Work included in this section as shown on Plumbing Drawings and including all
Architectural Plans, Structural,Heating and Air Conditioning Plans.
7. Plumbing Sub-Contractor shall maintain plumbing utilities serving existing bldg.
through out construction.
8. Furnish and Install Handi-Lav-Guard insulation kit on waste and water piping
as manufactured by Truebro or approved equal. On sink provided by owner.
1.3 RELATED WORK SPECIFIED ELSEWHERE: The following work in conjunction
with this section of the specifications shall be done under sections of the specifications by
the contractor so designated. This work shall be done at no expense to the Plumbing
Subcontractor.
1. All cutting,patching,blocking, furring-in or piping preparation and painting.
Northampton Police Station Renovations
Project No. 9918
Plumbing 15400-1
PART 2 PRODUCTS
2.01 CORNER PROTECTION GUARDS
A. Corner protection guards shall be Full Comer Guard Style CG-1,Pawling Corp.,or approved equal.
2.02 VINYL KICK PLATES
A. Provide 18"high full width(3-1/2"typ.)vinyl kick plates#KPV-20 by Pawling Corp.,or approved equal.
Consult drawings for locations. Complete details,locations,schedules and 6"long full size samples of comer
protection guards in the selected colors shall be submitted to the Architect for approval.
PART 3 -EXECUTION
3.01 INSTALLATION
A. Install all corner protection guards and kick plates plumb and level in strict accordance with manufacturer's
data and installation recommendations,anchoring all components firmly and securely for long life under hard
use.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 10260-Wall&Corner Protection-2
SECTION 10260-WALL&CORNER PROTECTION
PART GENERAL
1.01 GENERAL PROVISIONS:
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with
such trades to assure the steady progress of all work under the Contract.
1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION:
A. Complete installation of plastic wall corner protection guards and door kick plates. Consult the drawings for
locations required.
1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Finish Carpentry: Section 06200.
B. Wood Doors: Section 08210.
1.04 SUBMITTALS:
A. Manufacturer's data: Submit copies of manufacturer's detailed technical data for materials,fabrication and
o,, installation. Include catalog cuts of hardware,anchors, fastenings and accessories.
B. Samples: Submit samples of wall corner protection guards and kickplates in color(s)selected.
C. Certification: Submit certification on UL classification. Vinyl/acrylic extrusions shall be tested n accordance
with specifications set forth in UL-723(ASTM E-84-87a)and shall meet flame spread and smoke development
requirements for a Class 1 rating.
1.05 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Deliver comer protection guards in manufacturer's original unopened protective packaging.
B. Store to prevent soiling and physical damage.
C. Maintain protective covers on units until installation is complete.
1.06 COORDINATION
A. All work under this section shall be closely coordinated with that of other trades or contracts whose work
affects or is affected by work including herein.
1.07 MEASUREMENTS
A. Take all necessary measurements at the building to assure proper fitting and fabrication of all corner guard
work. All variations of adjacent construction shall be taken into account and properly provided for.
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Northampton Police Station Renovations
Project No.9918
Section 10260-Wall&Corner Protection- 1
C. Do not apply first coat until surface is dry to touch. Moisture content of surface shall be within
limitations recommended by paint manufacturer. Test with moisture meter if requested by
Architect.
D. Vary slightly color of successive coats. Do not apply additional coats until previous coat has cured.
Sand and dust between each coat where required to produce a smooth even surface.
E. Make edges of paint adjoining other materials or colors clean and sharp with no overlapping.
Ensure that special conditions such as edges,comers,crevices,welds,and exposed fasteners receive
same dry mil thickness as flat surfaces.
F. Paint surfaces behind movable equipment and furnishings same as similar exposed surfaces. Paint
surfaces behind permanently fixed equipment or furniture with prime coat only,before final
installation of equipment. Paint surfaces visible through grilles one coat flat black. Do not paint
over any code-required labels,such as UL and FM,or any equipment identification,performance
rating,nomenclature plate,etc.
G. Finish coats shall be smooth,free of brush marks, streaks,laps or pile-up of paint,and skipped or
missed areas. Refinish whole wall/ceiling area if unacceptable finish is extensive or of such a
nature that it cannot be repaired by normal touch-up.
H. After completion of work,remove spilled or spattered paint from adjacent surfaces. Touch-up and
repair finishes damaged in any way by work under this Section. Protect finished surfaces until
Substantial Completion.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 09900-Painting&Finishing-5
H. All items of mechanical and electrical trades which are furnished painted under their respective
contracts shall be carefully coordinated with the work of this section so as to leave no doubt as to what
items are scheduled to be painted under this section.
PART 3 EXECUTION
3.01 JOB CONDITIONS
A. Store material in a well-ventilated area,at a minimum temperature of 45 deg.F. Provide a fire
extinguisher in storage room. Remove flammable rags and waste from building area at end of day.
B. Do not perform work under following conditions:
1. When relative humidity exceeds 85 percent.
2. At ambient temperatures below 45 deg.F or above 95 deg.F,or at temperatures less than 5
deg.F above dew point.
C. At interior work,provide adequate ventilation,by mechanical means if necessary, for drying of
paint and prevention of condensation and mildew. Do not apply finish in areas in which dust is
being generated.
D. Protect adjacent surfaces and equipment not being finished with masking tape,canvas drop-cloths,
polyethylene sheets,etc. Items such as lighting switch covers,fixture canopies,and door handles
shall be temporarily removed,carefully stored,and replaced after painting,or carefully covered
during painting operations.
3.02 PREPARATION
A. Preparation of newly-installed materials to receive finish painting is specified under those Sections
installing materials. This includes,but is not necessarily limited to: touch-up of damaged shop
coats;taping,sealing and sanding of drywall;patching masonry;sanding finish wood;and cleaning
off grease,oil,dirt,mildew,factory-applied protective coatings,and other foreign materials.
B. Preparation of existing substrates to receive fmish painting is specified in Division 2
demolition/alterations and lead-paint handling Sections,including cleaning,patching,and complete
removal of loose material.
C. At wood surfaces to be painted, scrape and clean small,dry,seasoned knots, and apply a thin coat
of white shellac or other recommended knot sealer,before application of priming coat. After
priming, fill finish nail holes and other imperfections in finish surfaces with putty or plastic
wood-filler. Sandpaper smooth when dried.
D. Before beginning work under this Section,verify that preparation of substrates under other Sections
has been done as specified. Thoroughly remove water, dirt, oil,grease, concrete laitence,and other
materials which might impede bond of finish to substrate. Lightly sand substrate if required. Allow
masonry mortar joints to cure as long as possible before beginning paint application, 7 days
minimum,28 days preferably.
3.03 APPLICATION
A. Apply materials with suitable brushes,rollers, and spraying equipment. Keep application
equipment clean,dry, and free from contaminants. Thoroughly stir materials before applying, and
periodically during application.
B. Rate and method of application and drying time between coats:per manufacturer's
recommendations.
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Project No.9918
Section 09900-Painting&Finishing-4
B. Interior concrete block:
First coat; Block masonry filler.
Second coat: Latex primer,tinted.
Third coat: Vinyl acrylic latex, semi-gloss paint;type as selected by the Architect.
C. Interior gypsum drywall and plaster:
First coat: Latex primer.
Second coat: Latex flat paint,or latex semi-gloss paint,as selected by the Architect.
Third coat: Vinyl acrylic latex flat or semi-gloss paint,as selected by the Architect.
D. Interior painted wood:
First coat: Wood primer(interior).
Second coat: Enamel undercoater,tinted(if finish coat not white).
Third coat: Alkyd flat paint or alkyd semi-gloss enamel,vinyl acrylic latex flat paint or
semi-gloss paint, as selected by the Architect.
E. Interior natural finished wood:
First coat: Wood filler, if required by Architect.
Second coat: Wood stain,if required by Architect.
Third coat: Trim varnish,gloss.
Fourth coat: Trim varnish,gloss.
Fifty coat: Trim varnish,dull and rubbed, semi-gloss or gloss,as selected by Architect.
F. Interior surfaces not specifically specified:
First coat: Primer,suitable type as selected by Architect.
Second coat: Undercoat,suitable type as selected by Architect.
Third coat: Interior paint,suitable type as selected by Architect.
2.04 PIPING AND MECHANICAL EQUIPMENT
A. Paint all exposed piping,conduits,ductwork and mechanical and electrical equipment. Use heat
resisting paint when applied to heating lines and equipment. The contractor is cautioned not to paint
or otherwise disturb moving parts in the mechanical systems. Mask or otherwise protect all parts as
required to prevent damage.
B. Exposed uncovered ductwork,piping,hangers and equipment: Alkyd enamel undercoater and one
coat alkyd flat.
C. Exposed covered piping,ductwork,and equipment: Primer/sealer and one coat alkyd flat.
D. Panel boards, grilles and exposed surfaces of electrical equipment: Alkyd enamel undercoater and two
coats alkyd semi-gloss.
E. Equipment or apparatus with factory-applied paint: Refinish any damaged surfaces to match original
finish. Do not paint over name plates and labels.
F. All surfaces of insulation and all other work to be painted shall be wiped or washed clean before any
painting is started.
G. All conduit,boxes, distribution boxes,light and power panels,hangers, clamps, etc.,are included
where painting is required.
Northampton Police Station Renovations
Project No.9918
Section 09900-Painting&Finishing-3
B. Materials and application shall conform to governmental VOC regulations in effect at time work is
being done.
1.05 MAINTENANCE REQUIREMENTS AT PROJECT CLOSE-OUT
A. Instruct Owner's personnel in maintenance procedures. Provide at least two maintenance manuals
including instructions on cleaning and touch-up.
B. Also provide list of each type and color of finish used on job,including name of distributor from
whom finish may be obtained.
C. Refer to General Conditions and Division 1 for general provisions covering project close-out
procedures.
PART 2 PRODUCTS
2.01 GENERAL
A. Specific brands listed are manufacturers'top quality consumer-sale or professional-type products.
Products of equal quality by other manufacturers may be submitted for approval,accompanied by
label analysis and documentation.
B. At existing previously-finished surfaces,primer or first coat may be omitted where previous finish
is sound;however,provide complete specified coverage at bare spots and where required for hiding
of previous colors.
C. Except where specific colors are specified or shown on drawings,Architect will select colors from
Benjamin Moore standard range. Do not job-mix or tint colors without Architect's approval.
2.02 MATERIALS
A. Where primer is called for,use primer recommended by manufacturer for particular combination of
substrate and finish coat,such as block filler at concrete masonry,latex or PVA at gypsum board.
Verify compatibility of primer where painting over existing painted surfaces. Where deep-color
finish coats are used,use appropriate deep-color primers.
B. Paint thickness:per manufacturer's recommendation,or as specified below if not specified by
manufacturer.
C. Where painting over shop-applied primers,verify that fmish paint proposed for field application is
compatible with shop primers actually used.
D. Acceptable products: Con-Lux Luster-Plex;Moore Moorcraft or Regal Aquavelvet;
PPG/Pittsburgh Wall-Hide or Satin-Hide; Sherwin-Williams ProMar 200,or equal.
2.03 SCHEDULE OF FINISHES
A. Interior ferrous metal and primed non-ferrous metal:
First coat: Metal primer or touch-up shop primer.
Second coat: Alkyd flat paint,alkyd eggshell paint, alkyd semi-gloss enamel,or enamel
gloss paint;type as selected by the Architect.
Third coat: Same as second coat.
Northampton Police Station Renovations
Project No.9918
Section 09900-Painting&Finishing-2
SECTION 09900-PAINTING&FINISHING
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this
Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate
with such trades to assure the steady progress of all work under the Contract.
1.02 WORK INCLUDED IN THIS SECTION
A. Work in this Section includes field-painting exposed-to-view surfaces of all materials noted on
drawings or customarily expected to receive field finish,including(but not necessarily limited to):
1. Hollow metal doors and frames.
2. Gypsum board ceilings,soffits and walls.
3. CMU walls,new and existing.
4. Finishing wood exposed to view except items which are specified to be painted or finished
under other sections of these specifications,back painting of all wood in contact with concrete,
masonry or other moisture areas.
B. Refinish surfaces of existing construction where shown on drawings and on the finish schedule.
C. The following do not require field finishing,unless otherwise noted:
1. Materials and equipment specified with shop-applied or integral finish.
Oft
2. Surfaces of finished metals such as aluminum,copper,lead-coated copper, stainless steel,
bronze,and chrome.
3. Galvanized steel.
4. Cast-in-place concrete.
5. Mechanical and electrical equipment;except that equipment(i. e. registers,diffusers,
convector covers,panelboards,piping,conduit,and ductwork)mounted in or on painted
surfaces,shall be field-painted.
1.03 SUBMITTALS
A. Issue submittals in accordance with General Conditions and Division 1. Submittals under this
Section shall include manufacturers'specifications,application instructions,and color charts and
chips on all specified products, including primers,fillers,etc.
B. Provide coating schedule,listing each coating system(including primer and finish coat),
cross-referenced to each surface scheduled to be field-finished under this Section.
C. Provide stepped office samples for each finish system,representing fillers,primers,and finish coats,
on material simulating actual field substrates.
1.04 QUALITY ASSURANCE
opk A. Refer to General Conditions and Division 1 for general provisions covering material delivery,
storage, and installation,and product substitutions.
Northampton Police Station Renovations
Project No.9918
Section 09900-Painting&Finishing- 1
5. For outside comers,shave back of base at point where bending will occur. Remove a strip
perpendicular to length of base, less than half thickness of base,only deep enough to produce a
tight fit without bends whitening.
6. Base must be adhered with adhesive recommended by the manufacturer specifically for base
installation.
I. Shortly after installation,but no sooner than period recommended by flooring manufacturer,clean
installed materials with neutral cleaner,rinse with clear water,and apply light coat of floor polish.
Protect with sheet plastic or building paper.
3.04 JOB COMPLETION
A. Shortly before final inspection,remove protective covering and check installation for defects.
B. Apply heat to tiles not level with surrounding tiles,and reset to level. Warm broken or chipped tiles,
remove,and install matching tiles. Cut out and splice in new base material as required.
C. Clean flooring,rinse,dry thoroughly,and apply a coat of manufacturer's recommended floor finish.
END OF SECTION
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Northampton Police Station Renovations
Project No.9918
Section 09650-Resilient Flooring-5
D. Installation over newly-poured concrete:
1. Allow new concrete to cure as long as possible before beginning installation,a minimum of 7
Oft days,28 days preferably.
2. Perform bond and moisture tests per manufacturer's instructions,to verify that concrete is
sufficiently cured and dried. Sample test,if requested by Architect: no condensation within 48
hours on underside of a 4 ft.x 4 ft. sheet of polyethylene, fully taped at perimeter to substrate.
3. Verify that no incompatible curing compound has been used on new concrete.
E. Broom-clean or vacuum floor surfaces before beginning installation. Apply primer-sealer to
substrate,if recommended by flooring or adhesive manufacturer.
3.03 INSTALLATION
A. Mix and apply adhesive per manufacturer's instructions,observing proper safety precautions. Apply
adhesive in a uniform film with a steel trowel with proper size notches for correct coverage. Avoid
applying excess quantities so that adhesive bleeds through joints.
B. Apply adhesive only in area which can be covered within recommended working time. Remove any
adhesive which dries or films over. Avoid soiling adjacent walls and floors with adhesive. Promptly
remove any spillage.
C Lay resilient flooring to insure uniform contact with close,even joints,with all finished surfaces
smooth and in a true plane, free from buckles,waves,and other imperfections.
D. Carry flooring neatly into breaks and recesses such as toe spaces,door reveals,and closets, and under
op* equipment and appliances including under fixed equipment.
E. Scribe,cut,and fit flooring neatly and accurately,to fit tightly against built-in equipment and fixtures,
pipes,edge elements, and other vertical surfaces. Seal joints at pipes with adhesive.
F. Install reducing strips where flooring does not terminate against a wall, centered under door where
occurring at door openings.
G. Lay resilient tiles symmetrically about center lines of room,in pattern selected by Architect. Tiles
next to walls shall be 4 in. wide minimum. Begin laying tiles at center of room,working toward
walls.
H. Base installation:
1. Install base in as long lengths as possible, with tightly-butted well-aligned joints. Bond base
securely to substrate throughout length of each piece. Apply adhesive to wall with notched
trowel and press base firmly against wall, in continuous contact with horizontal and vertical
substrates.
2. Scribe base accurately to abutting materials. On masonry and similar irregular substrates, fill
voids along top edge with adhesive filler.
3. Install inside and outside corners before installing straight pieces. If pre-molded corners are not
used, form comers from straight pieces of maximum possible length.
4. For inside corners, cut an inverted V-shaped notch in toe at point where corner is formed. Shave
back of base where necessary to produce tight fit to substrate.
Northampton Police Station Renovations
Project No.9918
Section 09650-Resilient Flooring-4
2.05 FLOOR BASE
A. Vinyl.
B. Height: 4 in. Thickness: 1/8 in.
C. Configuration style: Coved at resilient flooring,straight at cabinets.
D. Provide end stops and other required accessories. If requested by Architect,provide pre-molded
inside and outside comers;otherwise,field-form corners as specified below under EXECUTION.
Provide roll stock,not pre-cut lengths.
E. Acceptable manufacturers: Afco,Flexco,Johnsonite,Macklanburg-Duncan,Mercer,Musson,RCA
Rubber,Roppe,VPI,approved floor covering manufacturer.
2.06 INSTALLATION ACCESSORIES
A. Provide primer,adhesive, levelling compound,cleaners,and finishing materials recommended by
manufacturer for conditions encountered in field.
B. Edge strips: Of height as required to protect edge of resilient flooring,in maximum available lengths
so as to minimize number of joints. Material: rubber or vinyl(manufacturers and colors as specified
above for resilient base), as selected by Architect.
C. Protective floor polish: Commercially-available acrylic product,acceptable to resilient flooring
manufacturer.
PART 3 EXECUTION
3.01 JOB CONDITIONS
A. Store materials in original containers at not less than 50 degrees F. Move resilient flooring materials
and accessories into area in which they will be installed at least 48 hours before installation, so that
flooring and ambient temperatures will be similar.
B. Maintain temperature in space to receive resilient flooring between 70 degrees F and 90 degrees F for
not less than 24 hours before and 48 hours after installation. After this period,maintain minimum
temperature of 55 degrees F until Substantial Completion.
C. Close areas of work to traffic during flooring installation.
3.02 PREPARATION
A. Note: The floor on the lower level in the basement will be a new slab. Examine sub-floor for
dampness, loose material, excessive irregularity, oily or waxy areas,or other conditions which would
prevent proper adhesion, show through finished flooring surface,or stain finished materials.
B. Allowable variation from level for substrate: 1/4 in. from level in any direction when tested with 10
ft. straight-edge.
C. Where applicable,verify that preparation of existing substrate and/or removal of existing floor finish,
as specified in Division 2 demolition/alterations Section,has been carried out, including cleaning,
patching, and removal of loose material.
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Northampton Police Station Renovations
Project No.9918
Section 09650-Resilient Flooring-3
PART 2 PRODUCTS
2.01 GENERAL
A Materials shall be uniform in thickness and size,with edges cut accurately and square,of uniform
color,with variations in variegated patterns kept to a minimum.
B. Colors,unit sizes,and designs/patterns: as selected from approved manufacturer's standard range,if
not otherwise noted.
2.02 VINYL COMPOSITION TILE
A. Per ASTM F 1066,Composition 1,Class 2(through pattern);smooth-surfaced vinyl rile consisting of
PVC or vinyl chloride binder,non-asbestos mineral-fiber fillers,and pigments.
B. Product: Armstrong Standard Excelon,or equivalent by Azrock,Congoleum,Mannington,Tarkett,
or VPI.
C. Tile size: 12" x 12".
2.03 RUBBER FLOOR
A. Sheet rubber flooring system shall be Comfortech by Johnsonite.120"thick.
B. Rubber sheet flooring shall be 54"wide.
C. Color: Shall be selected by the Architect from the full Checker range.
D. Rubber flooring joints shall be sealed with Johnsonite seam sealer#521.
E. Rubber flooring accessories shall be the vinyl reducer SSR-XX-B(coil stock). Edge trim shall be
square resilient cove cap SSC-XX-B.
2.04 ADHESIVES AND UNDERLAYMENTS
A. Adhesives for rubber and sheet vinyl flooring and accessories shall be type and brand recommended
by manufacturer for each of the various conditions and flooring materials. Where manufacturer lists
more than one recommended adhesive,the manufacturer's "preferred choice" shall be used. Adhesive
for application of base materials shall be specifically recommended for such use. Adhesive for
below-grade shall be water-resistant.
B. Latex underlayments: For new and existing flooring surfaces,use one of the following,or approved
equal:
1. Armstrong"S-105".
2. Flintkote "Latex Underlayment."
3. Allied"Lev-L-Astic."
C. Crack filler: As recommended by flooring manufacturer equal to Armstrong S-190,Flintkote Crack
Filler,or as approved.
D. Primers: For use for all the various conditions and materials shall be as recommended by
manufacturer of each specific material for each specific application.
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Northampton Police Station Renovations
Project No.9918
Section 09650-Resilient Flooring-2
SECTION 09650 RESILIENT FLOORING
PART GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this
Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate
with such trades to assure the steady progress of all work under the Contract.
1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION:
A. Resilient tile flooring,rubber bases and accessories and floor leveling preparation as required.
B. Rubber surface as shown on drawings.
1.03 SUBMITTALS:
A. Issue submittals in accordance with General Conditions and Division 1. Submittals under this Section
shall include:
A Manufacturers'specifications and installation instructions on all specified products.
B Office samples of resilient flooring materials,including chain of resilient base material.
1.04 QUALITY ASSURANCE
A Refer to General Conditions and Division 1 for general provisions covering material delivery,storage,
and installation, and product substitutions.
B Provide resilient flooring with following minimum fire performance characteristics:
1. Critical radiant flux: 0.45 watts per sq. cm. or more,per ASTM E 648,
2. Smoke density: less than 450,per ASTM E 662.
1.05 MAINTENANCE REQUIREMENTS AT PROJECT CLOSE-OUT
A Instruct Owner's personnel in maintenance procedures. Provide at least two maintenance manuals
including instructions on cleaning,periodic maintenance, and repair/replacement;and name, address,
and telephone number of authorized resilient flooring repair contractor.
B Extra maintenance/repair materials: a minimum of 1 percent of all types and colors of material
provided under this Section,as replacement stock;and a three-month supply of recommended
cleaning materials;neatly packaged and clearly labelled.
C Refer to General Conditions and Division 1 for general provisions covering project close-out
procedures.
Northampton Police Station Renovations
Project No.9918
Section 09650-Resilient Flooring- 1
6. Where ductwork and other construction within ceiling plenum make specified hanger spacing
O impossible,install supplemental suspension members and hangers in form of trapezes or equivalent
devices. Size supplemental suspension members and hangers to support ceiling loads within
performance limits established by referenced standards.
B Install edge moldings at intersection of suspended ceiling and vertical surfaces. Bend edge angles as
required to follow contours of existing ceiling. Miter corners where wall moldings intersect,or install corner
caps. Attach to vertical surfaces with mechanical fasteners,spaced 16"o.c.maximum,not more than 3"
from ends.
C Install lay-in panels to bear fully on suspension system,with edges fully-concealed.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 09510-Acoustical Ceiling-3
B Design: Armstrong Prelude or equal,exposed grid in which main and cross runners are flush and exposed-
to-view,standard 15/16"exposed tee face dimension. Provide matching edge moldings,bent to follow
slope of existing ceiling.
C Exposed fmish: low-gloss baked enamel finish,color to be selected to match acoustical units as closely as
possible.
D System material: steel,per ASTM C 635. Detailed design of system is manufacturer's responsibility,
including materials,metal thickness,dimensions of necessary component section configurations,hanger and
assembly devices,and provision of necessary accessory items.
E System shall support design load with a maximum deflection of 1/360 between supports. Component
materials that oxidize or corrode in normal environments shall have protective treatment or coatings,such as
galvanizing or anodizing.
F Structural classification(per Table 1,ASTM C 635): intermediate-duty.
PART 3 EXECUTION
3.01 GENERAL
A Before beginning installation,examine areas to receive systems for dampness,structural weakness,and other
conditions which would affect quality of finished work. Coordinate layout with work in Divisions 15 and
16, for alignment of equipment with ceiling suspension system.
B Scribe and cut acoustical units to fit tightly and neatly around penetrations and equipment,and at edges.
C At completion of job,clean or replace unit surfaces soiled or discolored after installation. Touch up
scratches,abrasions,voids,and other defects in painted surfaces. Remove and replace damaged or
improperly installed acoustical units.
3.02 CEILING INSTALLATION
A Suspension system:
I. Installation of suspension system: per ASTM C 636 and ASTM E 580, as applicable.
2. Secure wire, flat,angle,channel,and rod hangers either directly to the existing concrete slabs with
devices that are secure and appropriate for substrate. Provide secondary steel support framing
between structural members if required.
3. Secure hangers in such a manner that they will not deteriorate or otherwise fail due to age,corrosion,
or temperature. Secure wire hangers by looping and wire-tying.
4. Install hangers plumb, and free from contact with insulation or other objects within ceiling plenum
which are not part of structural or ceiling suspension system. Splay hangers where required to miss
obstructions,and offset resulting horizontal forces by bracing,countersplaying,or other effective
means.
5. Space hangers not more than 4'-0"o.c.along each member supported directly from hangers. Provide
hangers not more than 8" from ends of each member.
Northampton Police Station Renovations
Project No.9918
Section 09510-Acoustical Ceiling-2
SECTION 09510-ACOUSTICAL CEILING
\ PART 1 GENERAL
1.01 GENERAL PROVISIONS: Attention is directed to Contract and General Conditions and all Sections within
Division 1,General Requirements,which are hereby made a part of this Section of the specifications.
1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION: Suspended acoustical lay-in panel ceilings as
shown on drawings and specified below.
1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS
A Gypsum board walls and soffits: Section 09250.
1.04 SUBMITTALS: Issue submittals in accordance with General Conditions and Division 1. Submittals under
this Section shall include:
A Manufacturers'specifications and installation instructions on all specified products.
B Shop drawings for ceiling suspension system.
1.05 QUALITY ASSURANCE
A Refer to General Conditions and Division 1 for general provisions covering material delivery,storage,and
installation,and product substitutions.
1.06 MAINTENANCE REQUIREMENTS AT PROJECT CLOSE-OUT
A Instruct Owner's personnel in maintenance procedures. Provide at least two maintenance manuals including
instructions on cleaning,periodic maintenance,touch-up,and repair/replacement;and name,address, and
telephone number of authorized repair contractor.
B Extra maintenance/repair materials: a minimum of 2 percent of each type and color of framing grid and
acoustical unit used on job, in well-marked cartons;and a sufficient supply of recommended cleaning
materials for one complete cleaning;neatly wrapped and clearly labeled.
C Refer to General Conditions and Division 1 for general provisions covering project close-out procedures.
PART2 PRODUCTS
2.01 GLASS-FIBER UNITS
A Armstrong Cortega mineral fiber units or equal,per ASTM E 1264; .55 NRC, standard(non-tegular)edges,
or approved equal.
B Sizes: 24" x 48"x 5/8".
C. Color: White.
2.02 CEILING SUSPENSION SYSTEM
A Acceptable manufacturers: Chicago Metallic,Gordon,USG/Donn,approved acoustical unit manufacturer.
Northampton Police Station Renovations
Project No.9918
Section 09510-Acoustical Ceiling-1
of deck above. Notch gypsum board carefully around ceiling structural members,pipes,ductwork,etc.,and
0or- fill all gaps with mineral-fiber insulation or pre-molded fillers.
B. Cut gypsum board by scoring and breaking,or by sawing,working from face side. Neatly cut and seal
cut-outs for piping,etc. Scribe neatly where board meets projecting surfaces. Edges and ends of board to
receive casings shall be straight and true to receive full bearing for casings.
C. Install boards horizontally(perpendicular to studs)or vertically(parallel to studs)as directed by the Designer.
Position all edges over studs for parallel installation,ends over studs for perpendicular installation.
D. Locate joints at openings so that no end joint aligns with edge of opening. Stagger end joints. Do not locate
joints on opposite sides of partitions on same stud.
E. Center abutting ends or edges over studs or furring channels.Attach screws at least 3/8"from panel edge, 8"
o.c. at fire-rated assemblies and 8"o.c. staggered at drywall board edges, 12"o.c.in center area of board.
F. At double-layer construction,offset joints in face layer from base layer joints a minimum of 12". Space
screws for each layer a maximum of 16"o.c.
G. Apply galvanized metal comer reinforcement at horizontal and vertical exterior corners.
H. Apply galvanized metal casings where gypsum board abuts dissimilar materials, and joint is exposed. Leave a
uniform 3/16"joint.
I. Provide control joints not over 40 ft. o.c. in continuous unbroken interior wall surfaces. Locate joints at
corners of door jambs,or other openings where possible. Provide flanged control joint accessory at gypsum
board.
3.04 FINISHING GYPSUM BOARD
A. Treat gypsum board joints,interior angles,cornerboard flanges,edge trim,control joints,penetrations,fastener
heads,surface defects,and other surface discontinuities as required to prepare gypsum board for fmishing,and
per gypsum board manufacturer's recommendations.
B. Pre-fill open joints,rounded or bevelled edges,and damaged areas,using setting-type joint compound. Apply
joint tape over board joints and trim accessories, except for trim accessories having flanges not requiring tape.
C. Finish gypsum board assemblies per recommendations of GA-214.
D. If not noted otherwise, finish exposed-to-view surfaces to Level 4, including three coats of joint compound.
E. Embed tape in joint compound, and apply coats of compound over joints, angles, fastener heads, and
accessories. Touch up and sand between coats and after last coat,as required to produce a surface smooth and
free of tool marks, ridges,and other visual defects,ready for surface finishing.
F. At job completion,clean and sand board as required to provide acceptable base for finishing. Remove loose
screws and replace with new screws approximately 1-1/2"from old,patching damaged surface with
compound. Fill cracks with compound, finish smooth and flush. Remove residual joint compound from
adjacent surfaces. Protect installed surfaces from subsequent construction.
G. Repair joint ridging as required. Sand ridges in reinforcing tape without cutting through tape. Fill concave
areas on both sides of ridge with topping compound. After fill is dry,blend in topping compound over
repaired area.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 09250-Gypsum Drywall-3
B. Gypsum board panels:
'"
I. Panels shall consist of a fireproof gypsum core encased in a heavy manila-finished paper on face side,
and a strong liner paper on back side,with face paper folded around long edges to protect core.
2. Panels shall conform to ASTM C 36,4 ft.wide,lengths to minimize field joints, 5/8"thick with long
edges tapered on face side to form a shallow channel for joint reinforcement.
3. If not noted otherwise,panels shall be regular type.
C. Fire-rated board:Type X. Acceptable products include Domtar Gyproc Fireguard,Gold Bond Fire-Shield,
G-P Firestop,USG Firecode.
D. Use MR board behind wall tile.
2.03 ACCESSORIES
A. Accessories for control joints,edge trim,and corner beads:per ASTM C 1047,manufacturer's recommended
galvanized metal,with only thin edge of trim visible after installation of joint compound;USG 200 series
(edge trim),USG#093(control joint),USG Dur-a-bead(corner bead),or equal.
B. Use screws,nails,adhesives,joint tape,and joint compound as recommended by manufacturer for particular
installation.
PART 3 EXECUTION
3.01 JOB CONDITIONS
A. Store drywall under cover, flat,off floor. Do not store long over short lengths. Avoid overloading floor
system. Protect adhesives and sealants from freezing.
B. Maintain temperature between 55 degrees F and 70 degrees F for 24 hours before,during,and 24 hours after
gypsum board installation.
C. Provide ventilation during and following adhesive and joint treatment applications, and to carry off excess
moisture. Use temporary air circulators in enclosed areas lacking natural ventilation. Under slow drying
conditions, allow additional drying time between coats of joint treatment. Protect installed materials from
drafts during hot, dry weather.
3.02 METAL FRAMING INSTALLATION
A. Wall stud system erection:
1. Except as noted otherwise on drawings,carry studs full height to bottom of deck above. Attach steel
runners at floor and ceiling structure with screw fasteners located 2"from each end,and spaced 24"o.c.,
unless otherwise noted on the Drawings.
2. Position studs vertically, screwed through both flanges of floor and ceiling runners,and spaced 16"o.c.
unless noted otherwise on drawings. When necessary, splice studs with 8"nested lap and one positive
attachment per stud flange. Place studs in direct contact with door frame jambs,abutting partitions,
partition corners, and previously installed construction elements.
3.03 GYPSUM BOARD INSTALLATION
A. If not noted otherwise on drawings,carry gypsum board full height both sides of stud wall framing to bottom
Northampton Police Station Renovations
Project No.9918
Section 09250-Gypsum Drywall-2
SECTION 09250-GYPSUM DRYWALL AND WALL FRAMING
PART GENERAL
1.01 GENERAL PROVISIONS:
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with
such trades to assure the steady progress of all work under the Contract.
1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION:
A. Work includes new gypsum drywalls,ceilings and soffits.
1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Metal Fabrications: Section 05500.
B. Steel Doors and Frames: Section 08110.
C. Painting: Section 09900.
1.04 SUBMITTALS:
A. Issue submittals in accordance with General Conditions and Division 1. Submittals under this Section shall
include manufacturers'specifications and installation instructions on all specified products.
1.05 QUALITY ASSURANCE
A Refer to General Conditions and Division 1 for general provisions covering material delivery, storage, and
installation,and product substitutions.
B Materials and installation shall comply with manufacturer's recommendations and applicable standards,
including following: ASTM C 754, Installation of Steel Framing Members to Receive Screw-Attached
Gypsum Wallboard,Backing Board,or Water Resistant Backing Board.
PART 2 PRODUCTS
2.01 METAL FRAMING MEMBERS
A. Acceptable manufacturers: Bostwick,Dale,Gold Bond,Marino,USG.
B. Steel studs and runners: Channel-shaped, designed for screw attachment of gypsum board panels, 20 gauge,
depths as shown on drawings. Provide floor and header runners as required.
C. Steel furring channels,hat shaped,formed from galvanized steel, 25 U.S. standard gauge.
D. Provide fasteners of suitable type,material, size,corrosion-resistance,and holding power to securely join
framing members together,and to fasten steel framing to substrates.
2.02 GYPSUM BOARD
4 A. Acceptable manufacturers: Domtar, Georgia-Pacific,National Gypsum/Gold Bond,Temple-Inland,USG.
Northampton Police Station Renovations
Project No.9918
Section 09250-Gypsum Drywall-1
H. Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant or gasket on
opposite side,provide adequate anchorage so gasket cannot walk out when installation is subjected
to movement.
3.03 PROTECTION
A. Protect glass from breakage after installation by promptly installing streamers or ribbons,suitably
attached to the framing and held free from glass. Do not apply warning markings,streamers,
ribbons,or other items directly to the glass except as specifically directed by the Project Manager.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 08800—Glazing-5
2.04 MISCELLANEOUS GLAZING MATERIALS
A. General: Provide products of material,size,and shape complying with referenced glazing standard,
requirements of manufacturers of glass and other glazing materials involved for glazing application
indicated,and with a proven record of compatibility with surfaces contacted in installation.
B. Cleaners,Primers and Sealers: Type recommended by sealant or gasket manufacturer.
C. Setting Blocks: Elastomeric material with a Shore A durometer hardness of 85 plus or minus 5.
D. Spacers: Elastomeric blocks or continuous extrusions with a Shore A durometer hardness required
by glass manufacturer to maintain glass lites in place for installation indicated.
E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement(side-
walking).
2.05 FABRICATION OF GLASS AND OTHER GLAZING PRODUCTS
A. Fabricate glass and other glazing products in sizes required to glaze openings indicated for Project,
with edge and face clearances,edge and surface conditions,and bite complying with
recommendations of product manufacturer and referenced glazing standard as required to comply
with system performance requirements.
PART 3 -EXECUTION
3.01 PREPARATION
A. Clean glazing channels and other framing members receiving glass immediately before glazing.
Remove coatings that are not firmly bonded to substrates.
3.02 GLAZING,GENERAL
A. Comply with combined recommendations of manufacturers of glass,sealants,gaskets,and other
glazing materials,except where more stringent requirements are indicated,including those in
referenced glazing publications.
B. Glazing channel dimensions as indicated on Drawings provide necessary bite on glass,minimum
edge and face clearances, and adequate sealant thickness',with reasonable tolerances. Adjust as
required by Project conditions during installation.
C. Protect glass from edge damage during handling and installation.
D. Apply primers to joint surfaces where required for adhesion of sealants.
E. Install elastomeric setting blocks in sill rabbets,sized and located to comply with referenced glazing
standard,unless otherwise required by glass manufacturer. Set blocks in thin course of compatible
sealant suitable for heel bead.
F. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites.
G. Set glass lites in each series with uniform pattern,draw,bow,and similar characteristics.
Northampton Police Station Renovations
Project No.9918
Section 08800—Glazing-4
OW defined in the "Definitions"article, f.o.b.point of manufacture,freight allowed Project site,within
specified warranty period indicated below. Warranty covers only deterioration due to normal
conditions of use and not to handling, installing,and cleaning practices contrary to glass
manufacturer's published instructions.
1. Warranty Period: Manufacturer's standard but not less than 5 years after date of Substantial
Completion.
PART 2-PRODUCTS
2.01 MANUFACTURERS
A. Products: Subject to compliance with requirements,provide one of the products specified here:
Advanced Coating Technology PPG Industries,Inc.
Ford Glass Division Viracon,Inc.
Guardian Industries Corp.
2.02 LAMINATED GLASS PRODUCTS
A. Laminated Glass Products: Comply with ASTM C 1172 for kinds of laminated glass indicated and
other requirements specified.
B. Interlayer: Interlayer material as indicated below,in clear or colors,and of thickness indicated with
a proven record of no tendency to bubble,discolor,or lose physical and mechanical properties after
laminating glass lites and installation. Use 1/4"Thickness for maximum sizes of 60"x 120". For
larger sizes use 3/8"thickness.
1. Products: Subject to compliance with requirements,provide one of the following:
a. Polyvinyl Butyral Interlayer:
b. Urethane Acrylate Resin:
C. Laminating Process: Fabricate laminated glass to produce glass free of foreign substances and air or
glass pockets.
2.03 ELASTOMERIC GLAZING SEALANTS
A. General: Provide products of type indicated,complying with the following requirements:
1. Compatibility: Select glazing sealants and tapes of proven compatibility with other materials
they will contact, including glass products, seals of insulating glass units, and glazing
channel substrates,under conditions of installation and service,as demonstrated by testing
and field experience.
2. Suitability: Comply with sealant and glass manufacturer's recommendations for selecting
glazing sealants and tapes that are suitable for applications indicated and conditions existing
at time of installation.
3. Colors: Provide color of exposed joint sealants to comply with the following:
a. Provide selections made by Architect from manufacturer's full range of standard
colors for products of type indicated.
B. Elastomeric Glazing Sealant Standard: Provide manufacturer's standard chemically curing,
elastomeric sealants of base polymer indicated that comply with ASTM C 920 requirements
indicated on each Elastomeric Glazing Sealant Product Data Sheet at the end of this Section,
including those referencing ASTM classifications for Type, Grade, Class and Uses.
Northampton Police Station Renovations
Project No.9918
Section 08800—Glazing-3
E. Manufacturer's recommended installation procedures which,when approved by the Project
Manager,will become the basis for accepting or rejecting actual installation procedures on the work.
1.06 QUALITY ASSURANCE
A. Glazing Publications: Comply with published recommendations of glass product manufacturers and
organizations below,except where more stringent requirements are indicated. Refer to these
publications for glazing terms not otherwise defined in this Section or in referenced standards.
1. FGMA Publications: "FGMA Glazing Manual."
2. SIGMA Publications: TM-3000"Vertical Glazing Guidelines."
B. Glazier Qualifications: Engage an experienced glazier who has completed glazing similar in
material,design,and extent to that indicated for Project with a record of successful in-service
performance.
C. Single-Source Responsibility for Glass: Obtain glass from one source.
1.07 DELIVERY,STORAGE,AND HANDLING
A. Protect glazing materials to comply with manufacturer's directions and as needed to prevent damage
to glass and glazing materials from condensation,temperature changes,direct exposure to sun,or
other causes.
1.08 PROJECT CONDITIONS
A. Environmental Conditions: Do not proceed with glazing when ambient and substrate temperature
conditions are outside the limits permitted by glazing materials manufacturer or when glazing
channel substrates are wet from rain,frost,condensation,or other causes.
1. Install liquid sealants at ambient and substrate temperatures above 50 degrees F.
1.09 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this section will be performed. Correct
conditions detrimental to timely and proper completion of the work. Do not proceed until
unsatisfactory conditions are corrected.Clean glazing channels,stops,and rabbets to receive the
glazing materials,making free from obstructions and deleterious substances which might impair the
work. Remove protective coatings which might fail in adhesive or interfere with bond of sealants.
1.10 GLASS
A. For all glass,provide the type and thickness shown on the drawings or specified herein,provide type
and thickness directed by the Architect.
1.11 WARRANTY
A. General: Warranties specified in this Article shall not deprive the Owner of other rights the Owner
may have under other provisions of the Contract Documents and will be in addition to and run
concurrent with other warranties made by the Contractor under requirements of the Contract
Documents.
rte' B. Manufacturer's Warranty on Laminated Glass: Submit written warranty signed by insulating glass
manufacturer agreeing to furnish replacements for those laminated glass units that deteriorate as
Northampton Police Station Renovations
Project No.9918
Section 08800—Glazing-2
SECTION 08800-GLAZING
PART 1 -GENERAL
1.01 GENERAL REQUIREMENTS
A. Attention is directed to the CONTRACT AND GENERAL CONDITIONS and all Sections within
DIVISION 1 -GENERAL REQUIREMENTS,which are hereby made a part of this section of the
specifications.
B. Examine all other Sections of the Specifications for requirements which affects work under this
Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate
with such trades to assure the steady progress of all work under the Contract.
1.02 SUMMARY
A. This Section includes glazing for the following products,including those specified in other Sections
where glazing requirements are specified by reference to this Section:
1. Interior windows.
2. Vision lites in doors.
1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Rough carpentry: Section 06100.
B. Steels doors and frames: Section 08110.
C. Wood doors: Section 08210.
D. Gypsum drywall: Section 09250.
1.04 DEFINITIONS
A. Manufacturer is used in this Section to refer to a firm that produces primary glass or fabricated glass
as defined in the referenced glazing standard.
B. Deterioration of Laminated Glass: Defects developed from normal use that are attributed to the
manufacturing process and not to glass breakage and practices for maintaining and cleaning
laminated glass contrary to manufacturer's directions. Defects include edge separation,
delamination materially obstructing vision through glass,and blemishes exceeding those allowed by
referenced laminated glass standard.
1.05 SUBMITTALS
A. General: Submit the following according to Conditions of Contract and Division 1 Specification
Sections within 15 calendar days after Contractor has received the owner's Notice to proceed.
B. Product data for glass product and glazing material indicated.
C. Compatibility and adhesion test reports from sealant manufacturer indicating that glazing materials
were tested for compatibility and adhesion with glazing sealant. Include sealant manufacturer's
interpretation of test results relative to sealant performance and recommendations for primers and
substrate preparation needed for adhesion.
D. Materials list of items proposed to be used under this section.
Northampton Police Station Renovations
Project No.9918
Section 08800—Glazing- 1
B. Closers shall have a 5 year warranty and be of one manufacturer.
3.07 FINISH
A. US 26D.
3.08 HARDWARE SETS
SET NO. 1 Passage
1.5 pr.butts FBB 179 4-1/2 26D
1 latchset AL l OS Jupiter 626
1 stop 436/401-1/2
3 silencers 20R
SET NO.2 Office
1.5 pr.butts FBB 179 4-1/2 26D
1 lockset AL 53PD Jupiter
1 stop 436/401-1/2
3 silencers 20R
SET NO.3 Office
1.5 pr.butts FBB 179 4-1/2 26D
I lockset AL 53PD Jupiter
1 stop 436/401-1/2
3 silencers 20R
1 deadbolt 20-500 series Primus
SET NO.4 Utility station knob storeroom function
1.5 pr.butts FBB 179 4-1/2 26D
1 lockset AL 80PD Jupiter 626
1 stop 436/401-1/2
3 silencers 20R
SET NO.5 Existing stair exit door
1 latch protector Don-Jo Mfg.,orequal
#CLP-110-630 2-1/8" x 10"
Stainless steel
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 08710-Door Hardware-7
B. Replace any items or units which cannot be adjusted to operate freely and smoothly,as intended for
` the application made.
C. Where door hardware is installed more than one month prior to acceptance or occupancy of a space or
area,return to the installation during the week prior to acceptance or occupancy and make final check
and adjustment of all hardware items in such space or area. Clean operating items as necessary to
restore proper function and finish of hardware and doors. Adjust door control devices to compensate
for final operation of heating and ventilating equipment.
D. Clean adjacent surfaces soiled by hardware installation.
E. Instruct Owner's personnel in the proper adjustment and maintenance of door hardware and
hardware finishes.
F. Six-month adjustment. Approximately six months after the date of Substantial Completion,the
installer,accompanied by representatives of the manufacturers of latch sets and lock sets and of door
control devices,and of other major hardware suppliers,shall return to the project to perform the
following work:
1. Examine and re-adjust each item of door hardware as necessary to restore function of doors and
hardware to comply with specified requirements.
2. Consult with and instruct Owner's personnel in recommended additions to the maintenance
procedures.
3. Replace hardware items that have deteriorated or failed due to faulty design,materials,or
installation of hardware units.
4. Prepare a written report of current and predictable problems(of substantial nature)in the
performance of the hardware.
3.04 WARRANTY
A. Warranty on all hardware and power operators, controls and labor provided by hardware and
automatic door equipment installer against defects in material and workmanship at no cost to Owner,
for a period of 1 year from date of substantial completion. Provide warranty to Owner after
completion of installation.
3.05 SCHEDULED HARDWARE
A. The hardware sets scheduled on the Drawings indicate and generally describe the items of hardware
required for each opening. These are not to be intended to be "detailed"hardware sets. It is the
Contractor's responsibility to accurately furnish and install the proper sizes,quantities,weights and
functions as required by these Specifications. Hardware is scheduled in nomenclature of
manufacturers specified in Item 3.07 of this Section.
3.06 ACCEPTABLE HARDWARE MANUFACTURERS
A. Hardware Schedule Manufacturers
Continuous&butt hinges: Roton, Stanley and McKinney Builders Hardware
Cylinders&locks: Sargent,Falcon Lock,Arrow Mfg. Co.Div SCC Corp.,Hager,
H. Soss&Co.
Exit panic devices: Precision Hardware, Inc., Sargent Mfg., Vonduprin.
Closers: LCN,or approved equal
Northampton Police Station Renovations
Project No.9918
Section 08710-Door Hardware-6
B. Hardware furnished shall be produced from the basic metals and forming methods indicated,and shall
be free of manufacturing imperfections and finish blemishes.
C. Use manufacturer's standard metal alloy,composition,temper and hardness,but in no case of lesser
(commercially recognized)quality than required by referenced ANSI A 15 6 Series Standards.
D. Do not furnish"optional"materials or forming methods for those indicated,except as otherwise
specified.
E. Finish Hardware specified herein and scheduled in Part 3 of this Section,represents the minimum
standard of quality that will be accepted.
2.04 ACCEPTABLE MANUFACTURERS
A. Specified and acceptable alternate manufacturers are named in this Section for each classification of
hardware.
B. Except for items of manufacturers listed with"No substitution",other manufacturers'products may be
submitted for approval by the Architect,in accordance the General Conditions and Supplementary
Conditions subject to the following:
1. Each item offered for substitution shall be accepted by the Architect as equal in every respect,or
of superior quality,to the specified manufacturer's product.
2. Proposed substitutions shall be submitted with samples,literature, and other supporting
documentation,in sufficient time for the Architect to make a determination without delaying
the project. The Architect's decision shall be final.
PART 3 -EXECUTION
3.01 INSTALLATION
A. Hardware shall generally be located in accordance with publication entitled"Recommended
Locations for Builders Hardware for Custom Steel Doors and Frames"published by Door and
Hardware Institute. Locations may be modified,as approved by the Architect,to suit special
conditions and manufacturer's limitations.
B. Set units level,plumb,and true to line and location. Adjust and reinforce the attachment substrate as
necessary for proper installation and operation.
C. Drill and countersink units which are not factory prepared for anchorage fasteners. Space fasteners
and anchors in accordance with industry standards.
3.02 ADJUSTING AND CLEANING
A. Adjust and check each item of hardware to ensure proper operation and function in every door
opening.
B. Replace any items or units which cannot be adjusted to operate freely and smoothly, as intended for
the application made.
3.03 ADJUSTING AND CLEANING OF HARDWARE AND DOOR OPERATORS
A. Adjust and check each item of hardware and each door to ensure proper operation and function of
every unit.
Northampton Police Station Renovations
Project No.9918
Section 08710-Door Hardware-5
PART 2 -PRODUCTS
2.01 GENERAL
A. Names of manufacturers scheduled in this Section are provided to establish the level of quality,
design,grade,and function required.
B. Manufacturer's name or trade name shall not be displayed in a visible location with the door closed,
except in conjunction with required UL or WH Labels or listings,or as otherwise acceptable to the
Architect.
1. Manufacturer's identification will be permitted on lockset armor plate,exit device end cap and
face of lock cylinders.
2.02 FASTENERS
A. Provide hardware manufactured to conform to published templates,generally prepared for machine
screw installation in metal work and wood screw in wood work.
B. Do not provide hardware for installation with self tapping sheet metal screws,except protection plates
or other hardware specifically approved by the Architect.
C. Furnish Phillips flathead screws for installation with each hardware item except as otherwise
indicated or approved.
1. Machine screws shall have undercut head and full thread.
2. Wood screws shall have full threads to the head.
3. Hardware items affixed to concrete,masonry or stone,shall have machine screws and threaded
expansion shields.
D. Finish exposed(exposed under any condition)screws to match hardware finish or,if exposed in
surfaces of other Work,to match finish of such other Work as closely as possible including"prepared
for paint" in surfaces to receive painted finish.
E. Provide concealed fasteners for hardware units which are exposed when door is closed,except to
extent no standard units of the type specified are available with concealed fasteners.
F. Door closers to be mounted using through bolts. In such cases,provide sleeve type sex nut and
Phillips Head machine bolt fasteners.Use through bolts at mineral core doors if provided.
G. Provide non-ferrous metal fasteners for hardware to be installed in exterior openings or interior
openings subject to corrosive conditions. Fasteners shall be selected to prevent galvanic action and
electrochemical corrosion of contact metals.
2.03 QUALITY AND WORKMANSHIP
A. Fire rated openings shall be provided with hardware tested and listed by Underwriters Laboratories or
Warnock Hersey for the types and sizes of doors scheduled.
1. Hardware to be installed on labeled fire doors shall bear the appropriate UL or WE Label or
Listing Mark.
2. The Contractor shall provide labeled fire doors and frames that will accept specified hardware,
subject to specific UL or WH label procedures of specified acceptable door/frame
manufacturers.
Northampton Police Station Renovations
Project No.9918
Section 08710-Door Hardware-4
E. Shipping cartons containing more than one(1)item of hardware shall be clearly marked with both
identification references and quantities.
1.09 DELIVERY, STORAGE AND HANDLING
A. The Contractor shall provide an adequate locked storage space,with shelving,for hardware items
stored at the job site prior to installation. The Contractor shall replace lost or damaged hardware at
his/her own expense.
B. The General Contractor shall be responsible for the care,proper handling,installation,and protection
of hardware items after installation.
C. Hardware shall be installed and protected in accordance with the manufacturers instructions and this
Section.
D. Avoid installing hardware until other work that could potentially damage the hardware is complete.
E. Hardware that has been installed prior to finishing or painting of the substrate,shall be removed prior
to the substrate finishing,and then re-installed and adjusted after completion of the finishing.
F. Construction cores,construction control keys and construction master keys shall be delivered to
Contractor with other hardware.
G. Permanent cylinder cores,controls keys and master and change(day)keys shall be shipped direct
from factory,by registered mail or insured parcel post,to the Owner or his/her designated
representative. Do not ship or deliver permanent cylinder cores or keys to Contractor.
1.10 KEYING SYSTEM REQUIREMENTS
A. All locks to be keyed per owner instruction for existing master key system. The Contractor may
install and employ construction cores during the construction period for their own use. Construction
cores shall be removed prior to the time for final inspection of the project, at which time the
Contractor shall coordinate with the Owner and permanently install the specified keyed cores.
1.11 SPECIAL REQUIREMENTS
A. Hardware suppliers shall visit the job site to confer with Contractor's construction supervisor to
ensure proper installation, location, and adjustment of hardware.
B. This Section defines the quality and types of materials and workmanship required. The hardware
schedule in Part 3 generally indicates the types and functions of hardware required for each opening.
However, it is the Contractor's responsibility to accurately determine,furnish,and install hardware of
the proper quantities,sizes,weights,functions and finishes,in compliance with this Section.
Contractor shall be responsible to determine and coordinate the necessary details required to schedule,
order and install the hardware in compliance with this Section.
C. Save special tools and at least one copy of the manufacturers templates and instructions,provided
with the hardware,and turn them over to the Owner's maintenance staff upon completion of the
Work.
D. This facility is intended to be accessible to and usable by physical handicapped people. Comply with
applicable ANSI Standards(A117), State and Local Codes,regarding accessibility.
Northampton Police Station Renovations
Project No.9918
Section 08710-Door Hardware-3
e. Explanation of all abbreviations,symbols and codes contained in schedule.
f. Mounting locations for hardware.
g. Door and frame sizes and materials.
2. Submittal sequence: Submit final schedule at earliest possible date particularly where acceptance
of hardware schedule must precede fabrication of other work that is critical in the project
construction schedule. Include with schedule the product data,samples,shop drawings of other
work affected by door hardware,and other information essential to the coordinated review of
schedule.
C. Templates for doors,frames and other work specified to be factory prepared for the installation of
door hardware. Check shop drawings of other work to confirm that adequate provisions are made for
locating and installing door hardware to comply with indicated requirements.
1.06 GUARANTEES
A. Attention is directed to provisions of the General Conditions regarding guarantees and warranties for
work under this Contract.
B. Manufacturers shall provide their standard guarantees for work under this Section. However such
guarantees shall be in addition to and not in lieu of all other liabilities which manufacturers and
Contractor may have by law or by other provisions of the Contract Documents.
1.07 QUALITY ASSURANCE
A. Supplier qualifications: A recognized architectural door hardware supplier,with warehousing
facilities in the project's vicinity,that has a record of successful in-service performance for supplying
door hardware similar in quantity,type and quality to that indicated for this project and that employs
an experienced architectural hardware consultant(AHC)who is available to Owner,Architect and
contractor, at reasonable times during the course of the Work, for consultation.
1. Require supplier to meet with Owner to finalize keying requirements and to obtain final
instructions in writing.
B. Fire rated openings: Provide door hardware for fire-rated openings that complies with NFPA Standard
No. 80 and requirements of authorities having jurisdiction. Provide only items of door hardware that
are listed and are identical to products tested by UL,Warnock,Hersey,F,or other testing and
inspecting organization acceptable to authorities having jurisdiction for use on types and sizes of doors
indicated in compliance with requirements of fire-rated door and door frame labels.
1.08 MARKING AND PACKAGING
A. Hardware items shall be individually packaged,or packaged by complete hardware set for an
opening,complete in every instance,with necessary fasteners,parts, instructions, installation
templates and special tools required.
B. Each item shall be wrapped in paper or other protective covering used by the manufacturer,and
boxed in the manufacturers original carton or an equivalent substitute.
C. Small identical items, such as door stops,may be group boxed,provided each item is bagged or
carded individually with its own fasteners and instructions.
D. Every carton and each item within the carton, shall be legibly marked or labeled to conveniently
identify their intended location of installation,by both door number and hardware set number,cross-
referenced to the approved hardware schedule.
Northampton Police Station Renovations
Project No.9918
Section 08710-Door Hardware-2
SECTION 08710-DOOR HARDWARE
PART 1 -GENERAL
1.01 GENERAL REQUIREMENTS
A. Attention is directed to the Contract and General Conditions and all Sections within Division 1 -
General Requirements,which are hereby made a part of this section of the specifications.
1.02 WORK TO BE PERFORMED
A. Provide labor,materials,services,tools,equipment and transportation required to furnish all finish
hardware items,required,specified and scheduled in this Section.
B. Furnish required quantities of finish hardware items,complete with templates,fasteners,and
accessories,necessary for proper operation of swinging doors shown or scheduled in the Drawings.
C. This Section includes the following: hinges,lock cylinders and keys, lock and latchsets,exit devices,
push-pull units,closers,protection plates.
1.03 RELATED WORK UNDER OTHER SECTIONS
A. Wood Doors: Section 08210.
B. Hollow Metal Doors&Frames: Section 08110.
1.04 REFERENCE STANDARDS
A. Finish Hardware shall comply with Reference Standards of the American National Standards
Institute, Inc. (ANSI), sponsored by the builder Hardware Manufacturers Association(BHMA).
B. The Finish Hardware materials shall be fabricated and installed according to applicable sections of the
following publications;subject to governing laws,building codes,and authorities having jurisdiction:
1. National Fire Protection Association(NFPA): Pamphlet#80-86 Fire Doors Pamphlet#101-85
Life Safety Code Pamphlet#105-89 Installation of Smoke and draft-Control assemblies
2. Underwriters Laboratories(UL): Building Materials Directory- 1990
3. Warnock Hersey(WH): 1990 Certification Listings.
1.05 SUBMITTALS
A. Submit Shop Drawings and Schedules for Architect's approval in accordance with requirements of
Division 1.
B. Final hardware schedule coordinated with doors, frames,and related work to ensure proper size,
thickness,hand, function, and finish of door hardware.
1. Final hardware schedule content: Based on hardware indicated,organize schedule into hardware
sets indicating complete designations of every item required for each door or opening. Included
the following information:
a. Type,style, function, size and finish of each hardware item.
b. Name and manufacturer of each item.
c. Fastenings and other pertinent information.
d. Location of each hardware set cross referenced to indications on Drawings both on floor
plans and in door and frame schedule.
Northampton Police Station Renovations
Project No.9918
Section 08710-Door Hardware- 1
SECTION 08582-SLIDING DEAL TRAY
PART GENERAL
Oft-
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this
Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate
with such trades to assure the steady progress of all work under the Contract.
1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION:
A. Sliding deal tray with stainless steel shelf.
1.03 RELATED WORK UNDER OTHER SECTIONS
A. Finish Carpentry: Section 06200.
B. Joint sealants: Section 07900.
C. Cutting and patching: Section 01045.
1.04 SUBMITTALS:
A. Issue submittals in accordance with General Conditions and Division 1. Submittals under this Section
shall include manufacturers'specifications and installation instructions on all specified products.
1.06 QUALITY ASSURANCE
A. Refer to General Conditions and Division 1 for general provisions covering material delivery,storage,
and installation,and product substitutions.
1.07 MAINTENANCE REQUIREMENTS AT PROJECT CLOSE-OUT
A. Instruct Owner's personnel in maintenance procedures. Provide at least two maintenance manuals
including instructions on cleaning and periodic maintenance.
B. Refer to General Conditions and Division 1 for general provisions covering project close-out
procedures.
PART 2 PRODUCTS
A. Provide sliding deal tray with stainless steel shelf by K.R. Laurence,Cat. #FL4146,or approved equal.
Material: Stainless steel with brushed stainless steel finish.
PART 3 -EXECUTION
3.01 JOB CONDITIONS
A. Examine existing wall and substrate for compliance with requirements indicated, installation
tolerances and other conditions that affect installation.
OW B. Comply with manufacturer's instructions and recommendations for installation.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 08582-Sliding Deal Tray-1
1.06 DELIVERY, STORAGE AND HANDLING
A. Doors shall be properly packaged and protected during shipment and installation.
B. Doors shall not be delivered to the job site until the building has thoroughly dried out. Doors shall be stored
flat in a dry area until time for installation.
C. Delivery work under this Section to site in ample time to avoid delay in job progress and at such times as to
permit proper coordination of the various parts.
PART 2 PRODUCTS
2.01 WOOD DOORS
A. Wood doors shall be AWI Premium Grade Type PC-5 flush doors with particle board core and rotary birch
veneer for AWI type 14 Natural Finish.
B. Furnish solid birch glazing beads in glazing cut-outs, loosely attached with oval head wood screws and metal
cup washers to match hardware finish. Glass tops and frames shall be of simple rectangular section and shall
fmish flush with or slightly recessed from face panel.
C. Particle core flush wood doors shall be 1-3/4"thick of 5-ply hot pressed construction with face veneers
bonded to both faces. Cores shall be particle board Type 1,density"C,"glued under heat and pressure to
hardwood stiles and rails. Cross bands shall be thoroughly kiln-dried hardwood, 1/16"thick,extending full
width of door. Core construction shall be AWI Type "PC",non-resinous mat formed wood particle board as
described in ANSI A-208-1.
,,. D. Vertical stile edges and top and bottom rail edges shall be hardwood. Veneer edging is not acceptable.
Particle board cores shall have 4"wide solid wood rails and stiles at perimeter and solid wood blocking to
receive indicated hardware. No hardware shall fasten to particle board.
E. Particle core doors shall meet or exceed the requirements of AWI Section 200 and shall be equal to
Weyerhaeuser"Marshfield Series"DPC-1. Except as otherwise indicated,doors shall be AWI"Premium
Grade."
F. Doors shall be completely sanded,ready to receive finish in the field.
PART 3 EXECUTION
3.01 INSTALLATION OF DOORS
A. Doors shall be machined for hardware and installed under Section 06100,Carpentry.
B. Glazing beads shall be removed and re-installed during glazing operations under Section 08800,Glass and
Glazing.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 08210-Wood Doors-2
SECTION 08210 WOOD DOORS
PART I GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with
such trades to assure the steady progress of all work under the Contract.
1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION: Furnish all wood doors required for the work,
including all flush solid core,wood veneer-faced doors,labeled where required,with factory-prepared
glazing cut-outs where indicated.
Specific locations of door types are indicated on the drawings. Where door schedules are shown,they are
provided for convenience,but door indications on the scale drawings shall govern. In case of omissions
from schedules,doors in question shall be referred to the Architect for determination.
1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Furnishing and installing of finish hardware: Section 08710.
B. Painting and finishing: Section 09900.
C. Hollow steel doors,pressed steel frames and other hollow metal work: Section 08110.
D. Glass and glazing: Section 08800.
E. Installation of wood doors: Section 06200.
1.04 REFERENCE STANDARDS
A. Work shall conform to the codes and standards of the following agencies as further cited herein:
AWI: Architectural Woodwork Institute,Chesterfield House,Route A, 5055 S. Chesterfield Rd.,
Arlington,Virginia,as published in"Architectural Woodwork Quality Standards."
UL: Underwriters'Laboratories, Inc.,Publications Stock, 333 Pfingsten Rd.,Northbrook, Illinois.
IS,CS: National Bureau of Standards,US Department of Standards, Washington,DC.
1.05 SUBMITTALS: I ssue submittals in accordance with General Conditions and Division 1. Submittals under
this Section shall include:
A. Schedule: Submit complete schedule of wood doors, indicating size and characteristics,arranged in the same
format as Door Schedule on contract drawings.
B. Certifications: Submit certified statement from manufacturer that doors furnished meet or exceed
requirements specified herein.
C. Samples: None required.
D. Warranties: Provide two copies of manufacturer's standard warranty, signed by an officer of the
manufacturer, submitted at the same time doors are shipped, and covering repair and/or replacement of solid
core doors for the lifetime of the installation.
Northampton Police Station Renovations
Project No.9918
Section 08210-Wood Doors- I
C. Where prime coating has been abraded,marked,scratched,or destroyed,or where rust spots show
through after installation,touch-up with equivalent primer,after properly removing all rust from the
affected areas and sanding to a satisfactorily smooth surface.
3.02 CLEANING AND PROTECTION
A. After frame erection,work under this Section shall be properly cleaned and protected as necessary
under various working conditions to avoid damage of any nature.
B. All damage shall be repaired and parts replaced,including repairs to adjacent work damaged in
connection with work of this Section.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 08110 Steel Doors&Frames-6
E. Wall anchors at concrete(except UL labeled frames): Flat-head thru-bolts,not less than 3/8"
diameter,set into expansion-shields of proper type and adequate capacity. Drill and countersink
frames at shop to receive anchor bolts. Provide steel pipe sleeve separators or other approved device
welded to backs of frames at anchor bolts to prevent deformation of the frame when anchor bolts are
tightened. Locate bolts in rabbet at glazed frames and on center line of integral stop at door frames
spaced not over 6"from top and bottom of each jamb and not over 26"o.c.
F. Wall anchors at masonry units: Adjustable or welded tee or strap anchors, 10"minimum length
(except where wall thickness dictates lesser dimension) 16-gauge steel,crimped or perforated per
manufacturer's standards. Anchors shall be not more than 30"apart except as noted above.
G. Wall anchors at drywall construction: Shall be as indicated,or in lieu of specific indications,as
recommended by frame manufacturer for each of the required conditions,subject to approval of the
Architect.
H. Wall anchors at tubular steel members: 12-gauge galvanized steel channel backs with flat heat
galvanized steel machine screws or approved equal anchors.
I. Wall anchors at UL labeled frames: As recommended by manufacturer and approved by UL.
2.05 PROTECTION AND FINISH
A. All exterior frames including anchors and reinforcing shall be fabricated of hot dip galvanized steel
(G-90)or shall be hot dip galvanized after welds have been ground smooth and all blemishes filled.
Exterior metal doors shall be fabricated from galvanized steel sheet and galvanized members not less
than G-60.
B. Galvanizing shall be applied by dipping the base metal into a molten bath of zinc in such a manner as
to provide a ductile coating that is tightly adherent to base metal and which shall conform to bend
tests conducted in accordance with ASTM A-525. Zinc coating shall be not less than 1.25 oz.per
square foot of steel. Following fabrication of doors,touch up all welds with liquid zinc equal to
Galvicon,Zip,ZRC or as approved.
C. Clean all surfaces of galvanized and non-galvanized doors,frames,louvers,anchors, and related
items,by hot or cold phosphate treatment standard with the manufacturer. Following cleaning, apply
a dip or spray coat of rust-inhibitive metallic oxide,zinc chromate or synthetic resin primer to all
surfaces, including those which will be concealed after erection. Dry film thickness shall be .125 to
1.5 mils. Bake or oven dry the primer at time and temperature recommended by the manufacturer for
developing maximum hardness and resistance to abrasion.
D. Door and frame finish shall be capable of passing a 500-hr. salt spray test and a 1000 hr. humidity test
in accordance with Federal Standard 141,Methods 6061 and 6701 or ASTM B-117 as certified by an
independent testing laboratory. Shop finish shall be suitable and ready to receive finish coats at job.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Metal frames shall be accurately set to established lines,grades and position and rigidly fastened to
the construction of the building. Work shall be erected plumb and true and shall be temporarily
braced during construction and until there is no danger of movement.
B. Doors shall be turned over to carpenters for installation under Finish Carpentry Section. Hardware
will be furnished under Door Hardware Section.
Northampton Police Station Renovations
Project No.9918
Section 08110 Steel Doors&Frames-5
! " C. Door frames shall be mortised and provided with reinforcement for all hardware including door
checks and closers. Hinge, lock and strike reinforcement shall be at least 3/16"thick;closer and other
reinforcement shall be 12 gauge. Plates shall be offset so that faces of butts are flush with face of
rabbet. Reinforcement shall be securely welded in place at factory and tapped for all screws. Weld
each plate in at least four(4)places,with each weld 1-1/2"long. On frames for doors over 3'-6"
wide provide continuous welded reinforcing plate full height of door. Provide strike plate reinforcing
spot-welded to jambs and steel cover boxes in back of all hardware cut-outs.
D. Frames at UL labeled doors shall bear the UL frame label.
E. Heads of door and partition frames over 3'-0"wide shall be stiffened with concealed continuous 12-
gauge steel channels welded to frame. Provide 12 gauge jamb stiffeners as indicated and as required.
F. Punch door frames for silencers. Provide 3 on lock jamb of single doors, 2 in head of each double
door leaf except where label requirements indicated otherwise.
G. Frames to receive glass shall have integral fixed stops. Provide removable channel stops for fixed
glass installation,as indicated. All stops shall be of simple,rectangular section,not less than 16
gauge with flat-head countersunk screws for installation. Screws shall be located not more than 6"
from each end and not more than 16"o.c.
H. Frames shall rest on concrete slabs,have temporary bottom spreader angles or channels and be
secured with concealed clip-angles not less than 3/16"thick and wall anchors as specified below.
2.04 FRAME ANCHORS
A. Door frames without sidelites or transoms shall have not less than 3 wall anchors and 1 clip-angle
type floor anchor per jamb.
B. Door frames with sidelites, and all interior hollow metal partition frames, shall have 3 wall anchors, 1
clip angle type floor anchor and 1 adjustable clip-angle ceiling anchor at each outside jamb or frame
member. In addition,provide thru-bolt anchors spaced not more than 4'-0"o.c., along length of
ceiling and floor members,with one(1)such anchor located within 4"of each door jamb not
anchored by clip-angle method.
C. Space of anchors:
1. For frames up to and including 3'-0"in height,provide not less than 2 anchors,clips or bolts,
per jamb,as applicable.
2. For frames greater than 3'-0" in height,but less than T-6"in height,provide not less than 4
anchors,clips or bolts,per jamb,as applicable.
3. For frames greater than T-6"in height,provide 5 anchors,clips or bolts,per jamb, as
applicable.
4. For frames requiring only 2 anchorage items per jamb,locate anchors at head and sill of frame.
For frames requiring more than 2 anchors per jamb,locate anchors or clips at head. 12"below
head, and spaced equidistant from that point to floor.
D. Jamb and head extensions of 12-gauge steel formed to detail shall be furnished as required or as
detailed to assure substantial anchorage of frames to the building structure where no wall construction
occurs above the head.
Northampton Police Station Renovations
Project No.9918
Section 08110 Steel Doors&Frames-4
2.02 HOLLOW STEEL DOORS
A. Doors shall be full seamless flush custom-made 1/3/4"thick,except as noted otherwise,with each
face formed of a single sheet of 18-gauge commercial quality stretcher-leveled,cold-rolled steel
conforming to ASTM A366(interior doors)or 16-gauge G-60 galvanized steel(exterior doors).
Doors shall be reinforced on the inside with continuous,interlocking 22-gauge horizontal and/or
vertical stiffeners spaced not over 6"apart and welded to face sheets not more than 4 o.c. Tops and
bottoms of doors shall be reinforced with continuous channels spot-welded to both sheets. Reinforce
edges with continuous channels not less than 16-gauge and finish flush.
B. Wide or medium stile doors as indicated shall be 1-3/4"thick, 16-gauge with continuous channel
reinforcing,welded together to form a rigid joint. Construction shall be same as flush doors. Joints
between stiles and rails shall be welded and ground smooth. Stops and removable channels to receive
glass shall be as specified below.
C. An approved type of mineral rock wool sound-deadening material shall be provided in cores,stiles
and rails of interior doors. Exterior doors shall have water-resistant,non-combustible insulating core
providing minimum U-factor of 0.14.
D. All exposed joints shall be welded and weld marks shall be ground smooth,leaving no visible trace of
the joints. Finished surfaces shall be smooth and entirely free from buckles or other imperfections.
Body fill, liquid,plastic or putty filling of seams shall not be used.
E. Provide all necessary and proper reinforcing for panic devices, locksets,closers,butts,and all other
hardware. Reinforcement thickness: hinges, 8 gauge minimum;closers, 10 gauge minimum;locks,
10 gauge minimum;kickplates, 18 gauge minimum;all other hardware, 10 gauge minimum.
Reinforcing plates for butts shall be securely welded in at least four places with each weld 1-1/2"
long.
F. Doors to receive glass shall have fixed stops integral with door assembly. Removable stops for door
lights shall be of rectangular(channel)section set for glass thicknesses indicated and attached with
flat-head countersunk screws furnished with the stops. Stops shall finish flush or slightly behind face
panels. Glass shall be set in center of door section.
G. Door louvers,where required,shall be manufacturer's standard fixed type set in rectangular frame or
with stops flush or slightly behind door face. Frames overlapping face panels will not be accepted.
H. Fire-rated labeled doors: provide door construction as required by Underwriters' Lab.,Inc.,or equal,
and National Board of Fire Underwriters to meet required fire-resistive rating. Equip each door with
appropriate rating label on hinge jamb. Rated doors shall be similar in appearance to non-rated doors.
2.03 PRESSED STEEL FRAMES
A. Pressed steel frames,door frames,mullions and partition frames shall be of commercial grade cold-
rolled steel conforming to ASTM A-366 or commercial grade hot-rolled and pickled steel conforming
to ASTM A-569 for interior and prime quality galvanized steel conforming to ASTM A-526 for
exterior. Frames shall be formed to profiles as shown. Frames shall be 16-gauge and exterior frames
shall be 14-gauge.
B. Except as otherwise indicated,corners of frames shall be fully welded together with outside mitered
and with all welds ground smooth on exposed surfaces. Frames shall be free from twist, warp and
buckle.
Northampton Police Station Renovations
Project No. 9918
Section 08110 Steel Doors&Frames-3
1.05 SUBMITTALS
A. Prepare and submit Shop Drawings for Architect's approval in accordance with requirements of
Division 1.
B. Shop Drawings shall show details of construction,profiles,hardware reinforcements,UL label
requirements,provision for hardware and butts,anchors,type and brand name of shop priming
materials and other required data. Indicate the mark,number,and location of each frame and door
type.
C. Submit complete schedule of doors and frames coordinated with the door and frame schedule
contained in the Contract Drawings. Provide large scale details of door and frame construction.
Indicate gauges,reinforcing,anchorages and cutouts.
D. Certification: Provide manufacturer's written certification that doors and frames,and all related items
furnished hereunder,meet or exceed the requirements specified;that galvanizing and shop priming
have been performed;and that all testing agency requirements for the indicated labels have been met.
1.06 DELIVERY, STORAGE AND HANDLING
A. Deliver and store work under this Section in a manner to prevent wracking, stress of components,
mechanical damage and damage by the elements.
B. Deliver work under this Section to site in ample time to avoid delay in job progress and at such times
as to permit proper coordination of the various parts.
1.07 COORDINATION
A. The work of this Section shall be completely coordinated with the work of other Sections. Verify
dimensions and work of other trades which adjoin materials of this Section before the installation of
items herein specified.
B. Coordinate with the Hardware Supplier for templates,sizes of butts,door closers,etc.,and sizes,
diameters and locations of screws used to secure hardware.
1.08 GUARANTEES
A. Attention is directed to provisions of the General Conditions regarding guarantees and warranties for
work under this Contract.
B. Manufacturers shall provide their standard guarantees for work under this Section. However, such
guarantees shall be in addition to and not in lieu of all other liabilities which manufacturers and
Contractor may have by law or by other provisions of the Contract Documents.
PART 2-PRODUCTS
2.01 MATERIALS
A. Doors and frames shall be as manufactured by: (1)Philipp Manufacturing,Easthampton,MA
(413-527-4444),(2)E.H.Friedrich Co.,Holyoke,MA(413-539-9861),or equal
B. Door and frame types shall be as indicated on the drawings.
Northampton Police Station Renovations
Project No.9918
Section 08110 Steel Doors&Frames-2
SECTION 08110- STEEL DOORS AND FRAMES
PART I -GENERAL
1.01 GENERAL REQUIREMENTS
A. Attention is directed to the CONTRACT AND GENERAL CONDITIONS and all Sections within
DMSION 1 -GENERAL REQUIREMENTS,which are hereby made a part of this section of the
specifications.
B. Examine all other Sections of the Specifications for requirements which affects work under this
Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate
with such trades to assure the steady progress of all work under the Contract.
1.02 WORK TO BE PERFORMED
A. Furnish all labor,materials, services,equipment and transportation to provide all hollow steel doors,
pressed steel frames and steel infill panels as shown in the Drawings, as specified herein,or both.
B. Specific locations of door types are indicated on the Drawings. Where door schedules are shown,they
are provided for convenience,but door indications on the scale drawings shall govern. In case of
omissions from schedules,doors in question shall be referred to the Architect for determination of
type.
1.03 RELATED WORK UNDER OTHER SECTIONS:
A. Wood doors: Section 08210.
B. Perimeter caulking of frames: Section 07900.
C. Glass and glazing,except stops and beads specified herein: Section 08800.
D. Finish painting of steel doors and frames: Section 08110.
E. Finish hardware,including templates: Section 08710.
F. Application of hardware and installation of hollow steel doors: Section 08110.
G. Miscellaneous metal work, access panels and loose lintels: Section 05500.
1.04 REFERENCE STANDARDS
A. The work shall conform to the codes and standards of the following agencies as further cited herein:
1. ASTM: American Society for Testing and Materials, 1916 Race St.,Philadelphia,PA 19103.
2. UL: Underwriters Laboratories Inc., 333 Pfingsten Rd.,Northbrook,IL 60062.
B. All doors and frames shall be constructed in accordance with Underwriters'Standards and
requirements of the local building code for each class of opening.
C. Where noted on the Drawings,doors and frames shall be of fire-rated label construction. Provide UL
labels where indicated or required. Apply labels on hinge jamb of doors.
Northampton Police Station Renovations
Project No.9918
Section 08110 Steel Doors&Frames-1
G. Tool vertically-installed sealants to slightly concave surface. Remove masking tape immediately after
tooling. Immediately clean excess sealant from adjacent surfaces. Protect horizontal joints with masked
construction paper and allow to cure 72 hours minimum.
H. Sealant depth shall be equal to joint width in joints 1/4-to-1/2 in.wide,with maximum depth not to exceed
5/8 in. when joint width exceeds 1/2 in. No joint shall be smaller than 1/4"x 1/4".
END OF SECTION 07900
Northampton Police Station Renovations
Project No.9918
Section 07900-Joint Sealants-4
2. Backer strip: compressible foam polyethylene,polyurethane,or polymeric plastic. Do not use
open-cell foam at horizontal installations.
3. Elastomeric tubing: neoprene,butyl,EPDM,or silicone,per ASTM D 1056.
C. Bond-breaker tape: polyethylene or other plastic tape,designed to prevent sealant from adhering to rigid
surfaces at back of joint,which would result in sealant failure.
PART 3 EXECUTION
3.01 JOB CONDITIONS,PREPARATION
A. If possible, install sealants within a 40-to-85 degree F temperature range. Do not install sealants at
temperatures below 40 degrees F unless specifically permitted by manufacturers. At temperatures below 40
degrees F,take particular precautions to provide clean,dry,frost-free surfaces.
B. Thoroughly clean joints of foreign materials which would prevent good sealant bond,such as dirt,loose
mortar,oil,wax,coatings,and sealing compounds. Blow debris out of joints with oil-free compressed air
where necessary. Mask adjacent surfaces with tape.
C. Clean metals before applying sealant with solvent-based xylol,toluol,or MEK,carefully wiped off with dry
clean cloths. Do not use solvents that leave an oil deposit,such as mineral spirits or kerosene.
D. Sweep off minor deposits of dust and dirt before beginning installation.
3.02 INSTALLATION
A. Install sealants per recommendations of ASTM C 1193 and sealant manufacturers.
B. Compressible joint fillers:
1. Install joint fillers to support sealants during installation,and as required to produce optimum sealant
cross-sectional shapes and depths for optimum movement capability.
2. Push joint filler into position,using a smooth blunt-pointed tool,placed straight and accurately to
depth.
3. Do not stretch,puncture,twist, or tear filler during installation. Do not leave gaps between ends of
filler strips--material shall be continuous,with no voids. Remove and replace filler material that has
become wet during installation.
C. Where sealant must be installed directly against metal,concrete,masonry,or mortar(without compressible
joint filler),prime backer surface with a suitable bond-breaker, so that sealant does not bond to back-up.
D. Where recommended by sealant manufacturer,apply a primer or surface conditioner to obtain satisfactory
adhesion to substrate at sides of joints. Primer shall be as manufactured or specifically recommended by
sealant manufacturer.
E. Thoroughly mix two-part sealants. Use sealants within time limits specified by manufacturer--discard
materials not used within prescribed time.
F. Apply sealants using hand or power gun with nozzle of proper size and sufficient pressure to completely fill
joints. Push, do not pull, gun along joint. Sealant shall completely fill joint void.
Northampton Police Station Renovations
Project No.9918
Section 07900-Joint Sealants-3
B. Extra maintenance/repair materials: a minimum of one new cartridge of each type and color of sealant used,
neatly wrapped and clearly labeled.
C. Refer to General Conditions and Division 1 for general provisions covering project close-out procedures.
PART PRODUCTS
2.01 SEALANTS
A. Chemically-curing elastomeric type,of base polymer specified below,per ASTM C 920 requirements,
including those for Type,Grade,Class,and Use. Provide use type as applicable for field condition.
B. Sealant for joints in interior vertical surfaces: one-part,non-sag,paintable caulking compound,one of
following:
1. Butyl,per ASTM C 1085. Acceptable products include:
--Pecora BC-158
--Protective Treatments PTI 757
--Sonnebom Multi-Purpose Sealant
--Tremco Butyl Sealant.
2. Acrylic latex,per ASTM C 834. Acceptable products include:
--Pecora AC-20
--Sonnebom Sonolac
--Tremco Acrylic Latex 834.
3. Sealants specified above for exterior use may also be used at interior.
C. Sealant at joints in horizontal surfaces(exterior and interior): one or two-part pourable self-leveling
polyurethane,complying with ASTM C 920,Type M or S,Grade P,Class 25,Use T. Acceptable products
include:
--Mameco Vulkem 45, 245,or 255
--W. R. Meadows Pourthane
--Pecora NR-200 and NR-201 Urexpan
--PRC Permapol RC-270SL
-- Sikaflex-2c SL
--
Sonnebom Sonolastic SL-1
--Tremco THC-900.
D. Sealant colors: as selected by Architect from manufacturer's standard range. If not specifically selected,
color shall match adjacent material as closely as possible.
2.02 JOINT BACKING AND ACCESSORY MATERIALS
A. Provide non-staining sealant backing materials and accessories as recommended by sealant manufacturer,
including joint fillers,bond-breaker,joint cleaner,primer-sealer, and masking tape. Products shall be
compatible with joint sealant material and with each other.
B. Joint filler:
1. Where no other joint back-up exists,provide a flexible backer strip or tubing joint filler,of size,
shape, and density to control sealant depth; 25 to 50 percent wider than joint width.
Northampton Police Station Renovations
Project No.9918
Section 07900-Joint Sealants-2
SECTION 07900-JOINT SEALANTS
\ PART 1 GENERAL
1.01 GENERAL PROVISIONS:
A. Include General Conditions and applicable parts of Division I as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with
such trades to assure the steady progress of all work under the Contract.
1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION:
A. Interior sealants,except as excluded below as related work in other Sections;as shown on drawings and
specified below.
B. Include caulking at all interior transitions between masonry and drywall or plaster,caulking of steel frames
to adjacent surfaces and sealing of interior windows.
C. Furnish,install and maintain all staging,scaffolding and hoisting required for this work.
1.03 SUBMITTALS: Issue submittals in accordance with General Conditions and Division 1. Submittals under
this Section shall include:
A. Manufacturers' specifications and installation instructions on all specified products.
B. Color charts.
C. Office samples consisting of strips of actual products,showing full range of colors available.
D. Sealant schedule listing sealant type,manufacturer,and color for each application.
1.04 QUALITY ASSURANCE
A. Refer to General Conditions and Division 1 for general provisions covering material delivery, storage,and
installation, and product substitutions.
B. Make trial applications at field mock-ups or portions of actual installation areas,for each type of sealant
specified, for Architect's approval,before proceeding with complete installation.
C. Materials and installation shall comply with manufacturer's recommendations and applicable standards,
including ASTM C 920, Standard Specification for Elastomeric Joint Sealants,and ASTM C 1193, Sealant
Installation.
1.05 MAINTENANCE REQUIREMENTS AT PROJECT CLOSE-OUT
A. Instruct Owner's personnel in maintenance procedures. Provide at least two maintenance manuals including
instructions on cleaning and repair/replacement;and name,address, and telephone number of authorized
sealant repair contractor.
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Project No.9918
Section 07900-Joint Sealants- 1
G. Where possible,secure finish wood by blind nailing,or locate and drive attachments so as to be imperceptible
on finished surfaces.
H. Where attachments must be visible,anchor millwork to concealed blocking with finish nails or counter-sunk
fasteners. Use fine finish nails,well-set,filled with matching putty. Conceal counter-sunk fasteners with solid
plugs of species matching surrounding surfaces,finished flush with surrounding surfaces.
I. Install continuous wood elements with minimum number of joints possible,using longest-length pieces
available, full-length pieces where possible. Scarf joints in continuous runs.
J. Stagger joints in adjacent and related members. Cope at returns,miter at comers. Gently ease exposed edges.
K. Lap trim over grounds and fit tightly to adjacent materials. Scribe and closely fit face plates and filler strips to
irregularities of adjacent surfaces.
L. Where new finish carpentry components are required,match the existing components'profile exactly.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Finish Carpentry-06200-3
2.02 FINISH WOOD
A. Per AWI Quality Standards, Section 100,Lumber,as applicable for Grade specified above; including general
provisions covering methods of sawing,strength,dimensional stability,adhesives,gluing,and veneered
construction.
B. Species(to receive paint finish): Poplar unless specified on the drawings to be otherwise.
2.03 MATERIALS
A. All hardwood shall be poplar.
B. Counters shall be fabricated with 1/4"plywood core.
C. Built-in counter supports shall be MTL wall mounted brackets as indicated on the drawings.
2.04 STANDING DESK&PUBLIC LOBBY COUNTER
A. 3/4"lumber core with stained cherry veneer and cherry hardwood edges as shown on drawings.
B. Finish: transparent.
2.05 ADJUSTABLE SHELVING&BATTERY PACK ENCLOSURE
A. 3/4"lumber core with birch veneer and hardwood edges as shown on drawings.
. B. Finish: painted.
2.06 EXISTING CABINETRY SUPPLIED BY OWNER IN LUNCH ROOM
A. Provide matching filler pieces as required for full installation.
B. Finish: plastic laminate.
PART 3 EXECUTION
3.01 INSTALLATION
A. Store and install materials per AWI Quality Standards Section 1700, Installation of Architectural Woodwork;
including provisions on site conditions(including relative humidity and moisture content), delivery and
storage, installation,and field touch-up.
B. Verify that substrates are plumb,level,and structurally adequate to support finish carpentry installation.
C. Prime, stain, or seal finish wood required to be job-finished immediately upon delivery to job, including edges,
ends, faces,undersides,and backsides. Back-prime fmish wood.
D. Install finish carpentry items straight,true, level and plumb, firmly anchored in place. Shim items as required
using concealed shims.
E. Install to a tolerance of 1/8 in. in 8'-0" for plumb and level; and with a 1/32 in.maximum offset in flush
adjoining surfaces, 1/16 in. maximum offsets in revealed adjoining surfaces.
F. Scribe work abutting other components,with maximum gaps of 1/32 in. Do not use additional overlay trim to
conceal larger gaps.
Northampton Police Station Renovations
Project No.9918
Finish Carpentry-06200-2
SECTION 06200-FINISH CARPENTRY
PART GENERAL
1.01 GENERAL PROVISIONS:
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with
such trades to assure the steady progress of all work under the Contract.
1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION:
A. Installation of doors,installation of kitchen cabinets and counters,shelving and built-in millwork.
B. Installation of doors and frames including hollow metal doors and frames.
1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Rough Carpentry: Section 06100.
B. Hollow Metal Doors and Frames,Wood Doors: Section 08110.
C. Painting&Finishing: Section 09900.
1.04 SUBMITTALS:
A. Cabinetry and counters.
1.05 QUALITY ASSURANCE
A. Refer to General Conditions and Division 1 for general provisions covering material delivery, storage,and
installation,and product substitutions.
B. Comply with material,fabrication,and installation requirements specified in"Architectural Woodwork Quality
Standards"(6th edition),published by Architectural Woodwork Institute.
PART PRODUCTS
2.01 GENERAL
A. Architectural Woodwork Institute Quality Grade: Custom.
B. Furring,blocking, shims,hanging strips,and other concealed installation materials: Softwood or hardwood
lumber,kiln-dried to less than 15 percent moisture content.
C. Screws,nails: Per ASME B18.6.1 (screws)and FS FF-N-105 (nails);material,type, size,and finish as
required for particular use and substrate.
D. Anchors: Material, type,size, and finish as required for particular use and substrate, for secure anchorage.
Provide non-ferrous metal or hot-dip galvanized anchors and inserts on inside face of exterior walls and
elsewhere as required for corrosion resistance. Provide toothed steel or lead expansion bolt devices for drilled-
op' in-place anchors.
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Project No.9918
Finish Carpentry-06200- 1
C. Back-prime non-pressure-treated wood members in contact with exterior concrete or masonry with a
brush coat of wood preservative,asphalt,or alkyd paint.
D. Lumber anchorage and attachment:
1. Secure wood to masonry and concrete with masonry nails,expansion bolts,lag bolts and screws,
or power-driven fasteners,as appropriate;of sufficient penetration to provide adequate pull-out
and shear resistance.
2. Space attachments 48 in.o.c.maximum,minimum two per length of blocking,with no
attachment less than 4 in. from length end.
3. Anchor and expansion bolts shall be 3/8 in.diameter minimum. Cast-in anchor bolts shall
extend 8 in.minimum into masonry or concrete,expansion bolts 2-1/2 in. minimum.
4. Concrete and masonry expansion bolts shall be galvanized machine screws or bolts with
expansion shield type anchors,Phillips Red-Head,Wej-it,Heckmann or equal. Power-driven
fasteners such as Ramset and Drive-It may be used only when there is no danger of cracking or
shearing substrate,such as near corners of curbs,walls,soffits,etc.
5. Secure nailers to steel members with threaded studs welded to steel secured with nuts and
washers,or with bolts inserted through pre-drilled holes and secured with nuts and washers on
opposite side of flange.
6. Countersink attachments flush with face of nailer,wherever another material is to be applied to
that face. Where wood is to remain exposed,countersink fastener and fill hole.
7. Screw,do not drive, lag and wood screws into pre-bored holes. Use malleable iron washers
under all nuts and heads bearing on wood.
8. Replace wood members split by installing attachment devices.
E. Provide grounds,furring,nailers,and blocking as required to support finish materials, fixtures,
hardware and specialty items, and trim,whether or not specifically shown on drawings. If not shown
otherwise,space supports 16 in. o.c.
END OF SECTION
oft
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Project No.9918
Section 06100—Rough Carpentry-3
E. Structural light framing(2-to-4 in. in thickness,2-to-4 in. wide): Standard&Better or Stud
construction grade.
2.03 PRESERVATIVE PRESSURE-TREATMENT
A. Scope of preservative pressure-treatment includes following: roof blocking and curbs; lumber in
contact with masonry or concrete in exterior walls;and any other wood noted on drawings to be
preservative-treated.
B. Pressure-treat specified items with a water-borne salt treatment or chromated copper arsenate,per
AWPA Standards C2(lumber)and C9(plywood). Stamp each piece with AWPB or SPIB
designation.
C. Comply with AWPB LP-2(minimum retention of 0.25 pcf). Dry each piece after treatment to a
maximum moisture content of 19 percent for lumber, 15 percent for plywood.
D. Treat surfaces cut after treatment with brush coat of liquid preservative,per requirements of AWPA
M4.
E. Acceptable products: Hickson Wolmanized Wood,Hoover CCA,Osmose Weathershield.
2.05 FASTENERS
A. Steel,of adequate size and type for purpose,penetrating substrate 1 in.minimum.
B. Comply with applicable building code requirements for anchorage and nailing,and applicable
standards, including following:
1. Nails,wire,brads,staples: FS FF-N-105
2. Power-driven fasteners:National Evaluation Report NER-272
3. Wood screws: ANSI B18.6.1
4. Lag bolts: ANSI B 18.2.1
5. Standard bolts:per ASTM A307,Grade A,with ASTM A563 hex nuts and flat washers
C. Fastener material where in conjunction with roof construction,exposed to weather, in contact with
ground, or in area of high humidity: hot-dipped galvanized steel per ASTM A153,or stainless steel
(AISI Type 304). Acceptable finishes for other conditions: zinc electro-plating,cadmium-plating,
shop-painting.
PART 3 EXECUTION
3.01 JOB CONDITIONS:
A. Store materials off ground on a flat surface,protected from dirt and other foreign substances,and
adequately ventilated. If stored outdoors,protect on top and sides with securely-installed waterproof
covering.
3.02 LUMBER INSTALLATION
A. Carefully select individual pieces of lumber so that knots and other defects will not interfere with
bolting or nailing. Discard defective pieces. Even if already installed,lumber will be rejected for
excessive warp,bow, crook, or mildew or other fungus, as well as for improper cutting and fitting.
B. Joints shall be true, and properly aligned to produce a flush finish surface. Cut and fit as required to
accommodate piping,wiring and other requirements.
Northampton Police Station Renovations
Project No.9918
Section 06100—Rough Carpentry-2
SECTION 06100-ROUGH CARPENTRY
PART GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this
Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate
with such trades to assure the steady progress of all work under the Contract.
1.02 SUMMARY OF WORK INCLUDED IN THIS SECTION:
A. Lumber furring,nailers and blocking.
1.03 RELATED WORK SPECIFIED IN OTHER SECTIONS
A Finish carpentry: Section 06200.
1.05 QUALITY ASSURANCE:
A. Refer to General Conditions and Division 1 for general provisions covering material delivery, storage,
and installation,and product substitutions.
PART 2 PRODUCTS
2.01 LUMBER--GENERAL
A. Per American Softwood Lumber Standard PS 20,surfaced four sides(S4S),maximum 19 percent
moisture content(S-Dry).
B. Acceptable inspection agencies:Western Wood Products Association,West Coast Lumber Inspection
Bureau,Northeastern Lumber Manufacturers'Association, Southern Pine Inspection Bureau,National
Lumber Grades Authority(Canada).
C. Each piece shall be clearly stamped, identifying inspection agency,mill name,structural grade,
species,and moisture content rating.
D. Lumber shall conform to applicable ASTM standards, including D 1990(full-size test specimens)and
D 245 and D 2555 (clear wood).
2.02 DIMENSION LUMBER
A. Definition: Lumber nominal 2-to-4 in.in thickness,2 in. and wider.
B. Species: Unless otherwise noted,any commercial softwood species listed in manuals of inspection
agencies specified above.
C. Miscellaneous lumber(blocking,nailers, grounds,furring,etc.): Stud, Standard,Construction, or
Utility construction grade.
D. Non-structural light framing(non-load-bearing partitions,etc.): Stud, Standard,or Construction
construction grade.
Northampton Police Station Renovations
Project No.9918
Section 06100—Rough Carpentry-1
D. Certification: Prior to commencing installation of materials required hereunder, furnish the Architect
with written and signed certification that the specified requirements pertaining to galvanizing and
shop painting have been performed in the specified manner.
3.06 INSTALLATION
A. Take all measurements required at the building. Check measurements,compare dimensions and other
data with various trades installing adjoining work to assure proper coordination.
B. Do all drilling and fitting,cutting,welding,bolting and riveting required to erect, install and fit metal
work to adjoining work. Conform to AISC Code. Furnish all screws,bolts,anchors,etc.,required to
attach metalwork securely to adjoining work.
C. Do not cut or alter members in the field without Architect's approval. Do not enlarge unfair holes by
burning and forcing,but correct by reaming.
D. Be responsible for the correct location of miscellaneous metal work,including anchor bolts and base
plates,lintels and angles. Take particular care to maintain steel shapes,plumb and level during the
pouring of concrete.
E. All work shall be accurately set to establish lines and elevations and rigidly fastened in place with
suitable attachments to the construction of the building.
F. Furnish, fabricate,install and anchor all light iron,miscellaneous and ornamental metal work as
indicated on the Drawings and as specified herein. Install all supports and anchors for miscellaneous
metal work,except those to be cast into concrete or built into masonry.
G. Furnish all required metal inserts, anchor slots,anchors,anchor bolts, fastenings, etc., for attachment
of work of all trades to concrete and masonry,except where otherwise specified or obviously included
under other Sections of the Specifications.
END OF SECTION
00k
Northampton Police Station Renovations
Project No.9918
Section 05500-Metal Fabrications-6
C. Length of lintel shall be masonry opening plus 16".
3.03 METAL ACCESS PANELS
A. Furnish all metal access panels as indicated on the Mechanical and Electrical Drawings and
Specifications for access to mechanical and electrical equipment.pipes,conduit,valves,ductwork and
the like.
B. Access panels shall be flush type, 16 gauge minimum,with factory prime finish,as manufactured by
Milcor-Inland Steel,Miami-Carey,Babcock-Davis,or approved equal. Sizes shall be as shown or
required. Construction shall be suitable for surface in which panel is installed.
C. Where special access panels are shown or required they shall be famished as detailed,and in
accordance with approved Shop Drawings.
D. Where a fire resistant classification is required on an access door/panel assembly,provide a UL label
on each access panel.
3.04 MISCELLANEOUS ITEMS
A. Items Included: Carefully review all Drawings for miscellaneous metal items. Furnish and install
miscellaneous metal items as required by the various trades,whether or not specifically listed herein,
such as miscellaneous clip angles,miscellaneous steel brackets,and any other items as indicated on the
Drawings,reasonably implied therefrom,or reasonably necessary for the thorough completion of the
Work. Include the following miscellaneous metal items as well as all other items required.
B. Shelf-angles and lintels: Provide shelf angles and lintels as required for recessed cabinets,access
panels,recessed accessories, interior louver openings,door frames,counter supports,counters,and
cabinetwork.
C. Sleeves and Inserts: Include steel sleeves and miscellaneous steel anchor bolts as required,clip angles,
anchors, fasteners,sockets and accessories required to complete the proper installation of all items of
this Section,whether indicated or not.
D. Provide and install steel angles at tops of interior CMU partitions where indicated.
3.05 SHOP PAINTING
A. Prepare surfaces prior to galvanizing and priming. Thoroughly clean steel of all loose mill scale by
power wire brushing or sandblasting. Remove all rust, dirt,weld flux,weld spatter,and other foreign
matter by wire brushing or scraping(power wire brushing,if necessary). Grind smooth any sharp
projections. Remove oil and grease.
B. Shop Painting: Paint all steel members,except stainless steel,prefinished and galvanized items,before
shipping. All surfaces shall be painted except surfaces which are to be welded,and surfaces to be
encased in concrete. Apply paint thoroughly and evenly on the surfaces and work into joints and other
open areas on the surfaces. Surfaces inaccessible after assembly shall be given two coats. Dry mil
thickness per coat of primer shall not be less than 2.4 mils.
C. Touch up: After erection, touch up all paint abrasions and field welds with same primer and paint
used on shop coat.
0"K
Northampton Police Station Renovations
Project No.9918
Section 05500-Metal Fabrications-5
C. Steel tubular members: Conforming to the requirements of ASTM A501,sizes as indicated in the
Drawings.
D. Steel bolts and nuts shall conform to ASTM B-6.
E. Filler metal for Welding: Welding electrodes for manual shielded metal arc welding shall conform to
ASTM A233,E60 or E70 Series. Bare electrodes and granular flux used in the submerged-arc process
shall conform to AISC specifications.
2.03 PAINTING AND PROTECTION
A. Shop priming: All ferrous metal surfaces,except prefinished items,stainless steel,galvanized items
and those obviously not to be painted,shall before leaving the shop or manufacturing plant,be cleaned
of all scale,rust,grease and other foreign matter and shall be given one thorough shop coat on all
surfaces of an approved metal primer ready and compatible for finish painting at the building site
under Section 09900-Painting.
B. Primer: Shall be Tnemec Series 59 Varaprime Universal Primer(applied at 2.5 mils dry film
thickness)or approved equal by manufacturer listed under PAINTING Section,shall be suitable for
substrate to which applied;shall be compatible with high performance coatings and other materials to
be used in field painting;and shall be used directly from factory-labeled containers. Touch up
damaged and abraded spots after installation using same paint. Steel fully embedded in concrete shall
be left unpainted.
C. Thoroughly protect all non-ferrous items in contact with dissimilar metals,concrete,masonry and
mortar with approved bituminous coating on contact surfaces.
PART 3 - EXECUTION
3.01 WORKMANSHIP
A. Take field measurements prior to preparation of shop drawings and fabrication. Do not delay job;
allow for cutting and fitting if field measurement not practical.
B. Form work true to line with sharp angles and edges. Weld continuously, grind flush and make smooth
on exposed surfaces.
C. Install work plumb and level with hairline joints and ground flush welds.
3.02 LOOSE LINTELS
A. Provide steel loose lintels over all openings except where CMU block is exposed to view and CMU
lintel blocks are called for in the Drawings. In general,supply one(1)angle for each 4"thickness of
masonry. Install lintel over each masonry opening.
B. At Interior Openings unless otherwise indicated:
1. For openings up to 3'-0"wide: 3-1/2"x 3-1/2" x 5/16"
2. For openings 3'-0" to 4'-6": 4"x 3-1/2" x 5/16"
3. For openings 4'-6" to 6-0": 5"x 3-1/2" x 5/16"
4. For openings 6'-0" to 8'-0": 6" x 3-1/2" x 5/16"
5. For openings 8'-0" to 10'-0": 6" x 3-1/2" x 3/8"
Northampton Police Station Renovations
Project No.9918
Section 05500-Metal Fabrications-4
C. Deliver work under this Section to site in ample time to avoid delay in job progress and at such times
as to permit proper coordination of the various parts.
D. Deliver anchor bolts,washers and other anchorage in time for building-in by the Contractor. Deliver
bolts,and other small items required for erection of work under this Section bundled with their
respective items.
E. Hot-dip galvanized steel shall be marked with a stamp indicating ASTM number and weight of coating
and shall be inspected for compliance with applicable ASTM requirements.
1.06 COORDINATION
A. The work of this Section shall be coordinated with the work of other Sections. Verify dimensions and
work other trades which adjoin materials of this Section before installing specified items.
B. Obtain all necessary templates and patterns required from other trades for proper execution of work of
this Section. Furnish to other trades items to be built into work of other Sections. Supervise
installation of such built-in work.
1.07 GUARANTEES
A. Attention is directed to provisions of the General Conditions regarding guarantees and warranties for
work under this Contract.
B. Manufacturers shall provide their standard guarantees for work under this Section. However such
guarantees shall be in addition to and not in lieu of all other liabilities which manufacturers and
Contractor may have by law or by other provisions of the Contract Documents.
PART 2-PRODUCTS
2.01 MATERIAL REQUIREMENTS
A. Provide only new materials, free from defects impairing strength,durability,and appearance, and of
the quality specified.
B. Standard products meeting the detailed requirements specified herein will be considered for approval
by the Architect.
C. Furnish all supplemental parts necessary to complete each item whether or not such parts are shown
and specified. Furnish all fastening for securing work required hereunder.
D. Provide fastenings of the same material,color,and finish as the metal to which applied unless
otherwise indicated.
2.02 METALS
A. Steel shapes,plates and bars: Shall conform to the requirements of Standard Specification for Steel for
Bridges and Buildings,ASTM A36.
B. Sheet steel: Prime grade cold-rolled steel properly annealed and process leveled and having smooth,
clean surfaces, ASTM A-246.
Northampton Police Station Renovations
Project No.9918
Section 05500-Metal Fabrications-3
MMOMMOMW
2. AISC: American Institute for Steel Construction, 101 Park Ave.,New York,NY including"Code
of Standard Practice for Steel buildings and Bridges"; "Specifications for the Design,Fabrication
and Erection of Structural Steel for Buildings".
3. AISI: American Iron and Steel Institute, 1000 16th Street,N.W.,Washington DC 20036 including
"Specifications for the Design of Light Gauge Cold Formed Structural Members".
4. AWS: American Welding society,Inc.,2501 NW 7th Street,Miami,FL 33125, "Standard D1.1-
72,Structural Welding Code".
5. SSPC: Steel Structures Painting Council,4400 Fifth Ave.,Pittsburgh,PA 15213,as published in
Volumes 1 and 2 of"SSPC Manual".
B. Gauges of sheet iron and steel as specified are U.S.Standard for sheet and plate. Gauges of non-
ferrous metals are Browne and Sharpe.
1.04 SUBMITTALS
A. Submit Shop Drawings of all items for Architect's approval before proceeding with fabrication in
accordance with requirements of Division 1.
B. Take measurements in the field and verify all dimensions before submitting Shop Drawings..
C. Shop Drawings shall show all items in large scale details,with kinds of materials,size of members and
methods of securing same together and to work of other trades. Shop Drawings shall be fully
dimensioned and show relationship to adjacent materials.Each field piece shall be marked and
markings indicated on Shop Drawings. Do not work without approved Shop Drawings.
D. Where provisions must be made for attaching other materials to work included under this Section or
where provisions must be made for assembly and installation of steel and miscellaneous iron in the
field,the required holes shall be provided in the shop,unless such connections are to be welded. The
sizes and locations of all such holes shall be shown on the Shop Drawings. Such holes shall be either
drilled or punched and reamed.
E. Literature: Submit manufacturer's data for access panels and mill reports on steel.
F. Samples: Submit samples of all materials as requested to the Architect for selection and written
approval,before ordering.
G. Certification: Submit written certification of conformance to requirements for galvanizing and shop
priming.
H. Calculations: Submit complete stair design and handrail attachment calculations stamped with the seal
of a professional engineer licensed in Massachusetts and indicating compliance with specified and
code-prescribed load requirements.
1.05 DELIVERY, STORAGE AND HANDLING
A. Deliver and store work under this Section in a manner to prevent wracking and stress of components,
and to prevent mechanical damage or damage by the elements.
B. Items that become rusted or damaged because of non-compliance with these conditions will be
rejected and shall be replaced without additional cost to the Owner.
Northampton Police Station Renovations
Project No.9918
Section 05500-Metal Fabrications-2
SECTION 05500-METAL FABRICATIONS
PART 1 -GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division I as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this
Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate
with such trades to assure the steady progress of all work under the Contract.
1.02 WORK TO BE PERFORMED
A. Furnish all materials,labor,services,and equipment required for all miscellaneous metal work as
specified herein,as indicated on Drawings,or both.
B. It is not the intent herein to describe all the items of light iron and miscellaneous metal work required
for the Work. All light iron and miscellaneous metals not specified under another Section but required
for the Work shall be provided under this Section.
C. See Drawings for locations and details.
D. Provide all staging and scaffolding required for the work of this Section.
E. Provide miscellaneous metal items fabricated from heavy gauge ferrous metals and not provided
under Section 05100, Structural Steel.
1. Loose lintels installed in masonry walls under Section 04200,Masonry,specified in this Section.
2. Counter and equipment supports.
3. Miscellaneous framing and supports.
4. Metal access panels.
1.02 RELATED WORK IN OTHER SECTIONS:
A. Steel doors and frames: Section 08110.
B. Finish painting: Section 09900.
C. Masonry work including installation of lintels: Section 04200.
D. Finish hardware: Section 08710.
E. Miscellaneous angles,channels and the like required to suspend mechanical work,except as otherwise
specified herein: Section 15600.
F. Concrete and masonry reinforcing: Section 04200.
G. Rough hardware for carpentry work,except as specified herein: Section 06100.
1.03 REFERENCE STANDARDS
A. The work shall conform to codes and standards of the following agencies as further cited herein:
1. ASTM: American Society for Testing and Materials, 1916 Race St.,Philadelphia, PA 19103.
Northampton Police Station Renovations
Project No.9918
Section 05500-Metal Fabrications- 1
N 01
Where both faces of wall or partition will be exposed to view,request and obtain decision from the
Architect as to which face will be required to conform to the specified surface tolerance.
3.03 MORTAR PROPORTIONING AND MIXING
A. Except as otherwise specified herein,conform to the property and proportion requirements of ASTM
C270 for all mortar.
B. Mortar for interior masonry shall be Type N(750 psi at 28 days)except at load bearing construction
and at glass block use Type S mortar.
C. Measurements. Proportions shall be by volume. One bag of Portland Cement(94 lbs.)shall be
considered as one cubic foot;one bag of lime(50 lbs.)as 1-1/4 cubic foot; and sand shall be
measured in dry condition(90 lbs.being equal to one cubic foot).
D. The method of measuring materials shall be such that the specified proportions of the materials can be
controlled and accurately maintained. Shovel measurement will not be allowed.
E. Mixing: Mortars shall be machine-mixed in an approved type of mixer in which the quantity of water
can be accurately and uniformly controlled. Where hydrated limes are used for mortars requiring a
lime content,the materials for each batch shall be well raked and turned over together before the
water is added until the even color of the mixed materials indicates that the cementitious materials
have been thoroughly distributed throughout the mass,after which the water shall be gradually added
until a thoroughly mixed mortar of the required plasticity is obtained. The same mortar mixture shall
be used for all similar work.
F. All cementitious materials and aggregate shall be mixed for at least three minutes in the mixer with
the minimum amount of water required to produce a workable consistency. Hand mixing shall not be
Owl used unless specifically approved.
G. Mortar that has begun to set or which is not used within 2-1/2 hours after initial mixing shall be
discarded. Mortar which has been stiffened due to evaporation within the 2-1/2 hour period shall be
retempered to restore its workability. Retempering mortar which has partially hardened without
additional cement aggregate or water,will not be permitted.
3.04 BOND AND JOINT TREATMENT
A. Bond. Match existing surrounding wall with bond and joints.
B. Joints of concrete masonry units exposed to view. Fill joints with specified mortar and strike off
flush. When mortar is thumb-print hard,tool joints concave to uniform density.
3.05 CLEANING AND POINTING
A. New concrete masonry units. Perform final cleaning by scrubbing with stiff bristle fiber brushes and
water. Rinse all surfaces thoroughly with clean water.
B. Provide suitable protective coverings for all other surfaces and materials during the final cleaning
procedures, and bear full responsibility for correcting any damage caused by these operations to the
satisfaction of the Architect.
END OF SECTION
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Project No.9918
Section 04200-Masonry-4
PART 3 - EXECUTION
3.01 WORKMANSHIP
A. Do not deliver cement, lime and similar materials to the site until suitable storage is available. Store
such materials in weatherproof structures,and ensure that materials are in perfectly fresh conditions
when ready for use.
B. Erect all masonry work in compliance with line and level tolerances specified herein. Correct or
replace,as directed by the Architect,non-conforming masonry work at no additional cost to the
owner.
C. Lay no exposed unit having chipped edges or face defects. Remove any such unit, if installed,and
replace with an undamaged unit,and bear all costs therefor.
D. Examine all drawings to determine requirements for the accommodation of work of other trades and
contractors. Provide all required recesses,chases,slots and cutouts. Set loose lintels. Place anchors,
bolts,sleeves and other items occurring in the masonry work. Take every precaution to minimize
further cutting and patching.
E. Provide and install masonry reinforcing so new masonry infills are bonded to existing masonry
surround.
F. Lay all masonry in full mortar beds. Completely butter vertical edges with mortar. Completely fill
cells of masonry units with grout where anchorage and vertical reinforcement items are to be installed
therein and in other locations specified or indicated on the drawings.
G. Provide protection against breakage and weather damage to all masonry work.
H. Fit masonry into hollow metal bucks and frames and fill frames with mortar. When the frames are
hollow metal,fill them with mortar.
I. Cut exposed masonry only with a motor-driven carborundum saw to ensure straight, evenly cut edges.
J. Lay out all coursing before setting to eliminate cutting closures or jumping bond. Do not spread any
more mortar than can be covered before surface of mortar has begun to dry. Do not endanger bond or
mortar by moving masonry when once laid;if necessary to readjust any items,remove entirely,clean
off mortar,and reset with fresh mortar. Align cores of block to accept pipes,reinforcing and conduit.
K. Except for cleaning down and repointing,finish all masonry as the walls and partitions are carried up.
L. Point and fill all holes and cracks in new mortar joints with additional fresh mortar; do not merely
spread adjacent mortar over defect or use dead mortar droppings. Do all pointing while mortar is still
soft and plastic. If hardened, chisel defect out and refill solidly with fresh additional mortar and tool
as specified.
M. Do all cutting and patching of masonry required for the work.
3.02 ALLOWABLE TOLERANCES FOR MASONRY WORK.
A. Maximum variation from true surface level for walls,partitions,columns,and pilasters exposed to
view:
1) Unit to unit tolerance: 1/8".
'* 2) Surface,overall tolerance: 1/4" in 10' in any direction when tested with ten-foot straightedge.
Northampton Police Station Renovations
Project No.9918
Section 04200-Masonry-3
D. Manufactured items: Deliver all manufactured products in their original containers,plainly marked
with product identification and manufacturer's name.
' E. Store cement,lime and similar products under cover and away from direct contact with earth or floor
slabs.
F. Store metal accessories and the like under cover,away from direct contact with ground,and in
manner to prevent rust.
G. Damaged material: remove all damaged and contaminated materials from job site immediately,
including materials in broken packages and packages containing water marks or other evidence of
damage,unless Architect specifically authorizes correction and use on project.
1.06 PROTECTION OF WORK
A. Staining: Prevent grout and mortar from staining the face of masonry to be left exposed or painted.
Remove such grout or mortar immediately.
PART 2-PRODUCTS
2.01 MASONRY UNITS
A. Concrete masonry units. Except as otherwise indicated,all concrete masonry units shall conform to
ASTM C90(Moisture Controlled Units),Type N-1 for standard weight hollow load bearing units
fabricated from aggregates conforming to ASTM C33,with the additional requirements indicated
below. All units shall be purchased from a single manufacturer. Units shall have uniform color and
even texture,as approved by the Architect.
B. Masonry units shall be whole,sound and true to plan and line. Extreme care shall be used in handling
units to remain exposed in the fmished work. Chipped and discolored units will be rejected by the
Architect and shall be immediately removed and replaced with undamaged units. No chip larger than
3/8"in any dimension will be allowed in exposed work,and no more than one such chip in five
adjacent blocks will be accepted.
C. Units shall be fee of all materials which will cause popouts and staining, as determined by five-hour
autoclave test at 125 psi. Minimum allowable compressive strength of units shall be not less than
2,000 psi,when tested in accordance with ASTM C140.
D. The moisture content of any three units when delivered shall not exceed 40%of the total absorption
as determined by standard laboratory test in accordance with ASTM C140.
E. Rated block. Shall have characteristics approved by UL for 2-hour wall construction. Modify solids
content, shell thicknesses and web thicknesses as required to conform to Underwriters' Laboratories,
Inc.,Standard UL 618,Table 1,requirements for fire-resistive rated partitions as indicated on the
Drawings.
F. Dimensions. Units shall be 8'x 16"nominal face dimension unless otherwise specifically indicated.
Face dimension tolerance shall be 1/16",maximum,from standard dimensions designated by
manufacturer. Thicknesses shall be 6",8",or as shown. Jamb and lintel block shall have exposed
ends and bottoms closed. Provide half units,bullnosed units,soaps and cut units as required and all
special units as required to meet job conditions.
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Section 04200-Masonry-2
SECTION 04200-MASONRY
PART 1 -GENERAL
OW
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this
Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate
with such trades to assure the steady progress of all work under the Contract.
1.02 WORK TO BE PERFORMED
A. Furnish and install all masonry required for the Work as indicated on Drawings,as specified herein,
or both, including concrete masonry units. Build work of other trades into masonry as required.
B. Work is modifying existing masonry walls and openings.
1.03 RELATED WORK UNDER OTHER SECTIONS
A. Selected Demolition: Section 02070.
B. Steel Doors and Frames: Section 08110
1.04 STANDARDS
A. Comply with the following standards and specifications for materials,methods and workmanship,
where not otherwise specified:
B. National Concrete Masonry Association(NCMA)standard"Specifications for the Design and
Construction of Load Bearing Concrete Masonry and Related Technical Notes."
C. "Recommended Practices for Cold Weather Masonry Construction"by the International Masonry
Industry All Weather Council.
D. American National Standards Institute Building Code requirements for Masonry,ANSI 41.4.
E. American Society for Testing and Materials(ASTM)applicable standards.
F. ACI: "Concrete Masonry Structures,design and construction."
1.05 DELIVERY, STORAGE AND HANDLING
A. Protect masonry units and manufactured products of all types from wetting by rain or snow,and keep
covered when not in use.
B. Masonry face units. Handle all face materials carefully in transit and on the site so as to keep units
whole,edges sharp and faces clean and undamaged. Do not dump masonry face units but deliver on
pallets, handled individually or in suitable groups and properly stacked,with minimum protection as
follows:
1. Concrete and brick masonry units: careful handling.
C. Aggregates: Deliver, store and handle aggregate materials so as to prevent contamination with earth
or other foreign materials.
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Section 04200-Masonry- 1
2. Burning of removed materials is not permitted on project site
3.04 CLEANUP AND REPAIR
A. General: Upon completion of demolition work,remove tools,equipment,and demolished materials from site.
Remove protections and leave interior areas broom clean.
1. Repair demolition performed in excess of that required. Return elements of construction and surfaces
to remain to condition existing prior to start operations. Repair adjacent construction or surfaces soiled
or damaged by selective demolition work.
END OF SECTION
OW
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Project No.9918
Section 02070-Selective Demolition-5
3.02 DEMOLITION AND CUTTING
A. General: Perform selective demolition work in a systematic:manner. Use such methods as required to
complete work indicated on Drawings in accordance with demolition schedule and governing regulations.
1. Execute cutting and demolition by methods which will prevent damage to other work and will provide
proper surface to receive installation of work by others and patching of finish surfaces.
2. Do all cutting or removal so as to leave neat,true,plumb and square edges, at edges to remain. Use
carborundum or diamond saw equipment for cutting masonry,concrete and stone work,where edges or
surfaces are to remain.
3. Do not cut or remove construction which might weaken or impair the structural integrity or strength of
the structural framing or support systems which are to remain.
4. Demolish and remove materials as shown on the drawings without damage to the remaining parts of the
structure or mechanical/electrical/utility systems.
5. Remove materials so as to not impose excessive load:;in support walls, floors or framing and so as not to
damage remaining undemolished portions of the structure.
6. Where portions of structures are to be removed,remaining portions shall be protected from damage and
prepared to fit new construction. Damage to portions of structures to remain shall be repaired.
7. Proceed with demolition in a systematic manner.
8. Demolish concrete and masonry in small sections.
B. Shoring.
1. Design,provide,erect and maintain necessary temporary shoring,bracing,framing,or support where
load bearing structural or supporting members are removed or weakened by cuts or openings or are
subject to damage from demolition operations,and otherwise as required for safety or to protect finish
surfaces from damage.
2. Construction and adequacy of the shoring shall be the entire responsibility of the Contractor. Any
damage caused by the inadequacy of the shoring or other support shall be the responsibility of the
Contractor to remedy at no additional expense to the Owner.
C. If unanticipated mechanical,electrical, or structural elements that conflict with intended function or design are
encountered,investigate and measure both nature and extent of the conflict. Submit report to Owner's
Representative in written,accurate detail. Pending receipt of directive from Owner's Representative,
rearrange selective demolition schedule as necessary to continue overall job progress without undue delay.
3.03 DISPOSAL OF DEMOLISHED MATERIALS
A. Remove from building site debris,rubbish,and other materials resulting from demolition operations.
Transport and legally dispose off site.
1. If hazardous materials are encountered during demolition operations, comply with applicable
regulations, laws, and ordinances concerning removal,handling,and protection against exposure or
environmental pollution.
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Section 02070-Selective Demolition-4
G. Flame Cutting: Do not use cutting torches for removal unt,4 work area is cleared of flammable materials. At
concealed spaces,such as interior of ducts and pipe spaces,verify condition of hidden space before starting
flame-cutting operations. Maintain portable fire suppression devices during flame-cutting operations.
H. Utility Services: Maintain existing utilities indicated to remain in service and protect them against damage
during demolition operations.
1. Do not interrupt utilities serving occupied or used facilities,except when authorized in writing by
authorities having jurisdiction. Provide temporary services during interruptions to existing utilities,as
acceptable to governing authorities.
2. Maintain fire protection services during selective demolition operations.
I. Environmental Controls: Use temporary enclosures,and other methods to limit dust and dirt migration.
Comply with governing regulations pertaining to environmental protection.
1. Do not use water when it may create hazardous or of jectionable conditions such as ice,flooding,and
pollution.
PART2-PRODUCTS
Not applicable.
PART 3 -EXECUTION
. 3.01 PREPARATION
A. General: Provide interior and exterior shoring,bracing,or support to prevent movement, settlement,or
collapse of areas to be demolished and adjacent facilities to remain.
1. Cease operations and notify Owner's Representative immediately if safety of structure appears to be
endangered. Take precautions to support structure until determination is made for continuing operations.
2. Cover and protect furniture,equipment,and fixtures from soilage or damage when demolition work is
performed in areas where such items have not been removed.
3. Erect and maintain dust-proof partitions and closures as required to prevent spread of dust or fumes to
occupied portions of the building.
a) Where selective demolition occurs immediately adjacent to occupied portions of the building,
construct dust-proof partitions of minimum 4-inch studs, 5/8-inch drywall(joints taped)on
occupied side, 1/2-inch fire-retardant plywood on demolition side. Fill partition cavity with
sound-deadening insulation.
b) Provide weatherproof closures for exterior openings resulting from demolition work.
4. Locate, identify,stub off,and disconnect utility services that are not indicated to remain.
a) Provide bypass connections as necessary to maintain continuity of service to occupied areas of
building. Provide minimum of 72 hours advance notice to Owner if shutdown of service is
necessary during changeover.
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Section 02070-Selective Demolition-3
1.06.JOB CONDITIONS
A. Occupancy: Owner will occupy portions of the building immediately adjacent to areas of selective demolition.
Conduct selective demolition work in manner that will minimize need for disruption of Owner's normal
operations. Provide minimum of 72 hours advance notice to Owner of demolition activities that will affect
Owner's normal operations.
B. Condition of Structures: Owner assumes no responsibility for actual condition of items or structures to be
demolished.
1. Conditions existing at time of inspection for bidding purposes will be maintained by Owner insofar as
practicable. However,minor variations within structure may occur by Owner's removal and salvage
operations prior to start of selective demolition work.
C. Partial Demolition and Removal: Items indicated to be removed but of salvageable value to Contractor may be
removed from structure as work progresses. Transport salvaged items from site as they are removed.
1. Storage or sale of removed items on site will not be permitted.
D. Protections: Provide temporary barricades and other forms of protection to protect Owner's personnel and
general public from injury due to selective demolition work.
1. Provide protective measures as required to provide free and safe passage of Owner's personnel and
general public to occupied portions of building.
A 2. Erect temporary covered passageways as required by authorities having jurisdiction.
3. Provide interior and exterior shoring,bracing,or support to prevent movement,settlement,or collapse
of structure or element to be demolished and adjacent facilities or work to remain.
4. Protect from damage existing finish work that is to remain in place and becomes exposed during
demolition operations.
5. Protect floors with suitable coverings when necessary.
6. Construct temporary insulated dustproof partitions where required to separate areas where noisy or
extensive dirt or dust operations are performed. Equip partitions with dustproof doors and security
locks.
7. Provide temporary weather protection during interval between demolition and removal of existing
construction on exterior surfaces and installation of new construction to ensure that no water leakage or
damage occurs to structure or interior areas of existing building.
8. Remove protections at completion of work.
E. Damages: Promptly repair damages caused to adjacent facilities by demolition work.
F. Traffic: Conduct selective demolition operations and debris removal to ensure minimum interference with
roads,streets,walks, and other adjacent occupied or used facilities.
1. Do not close, block,or otherwise obstruct streets,walks,or other occupied or used facilities without
written permission from authorities having jurisdiction. Provide alternate routes around closed or
obstructed traffic ways if required by governing regulations.
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Project No,9918
Section 02070-Selective Demolition-2
SECTION 02070- SELECTIVE DEMOLITION
PART 1 -GENERAL
1.01 GENERAL PROVISIONS:
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with
such trades to assure the steady progress of all work under the Contract.
D. Work to be coordinated with Owner abatement of existing VAT flooring.
1.02 DESCRIPTION OF WORK
A. Removal of existing walls and doors as indicated.
B. Removal of existing floor and ceiling finishes as indicated.
1.03 QUALITY ASSURANCE
A. The Contractor shall comply with the requirements of all applicable Federal, state and local safety and health
regulations regarding the demolition of structures including ANSUNFPD 241 Building Construction and
Demolition Operations.
B. The Contractor shall be responsible for any damage to any adjacent structures or rooms to remain.
1.04.RELATED WORK SPECIFIED IN OTHER SECTIONS
A. Remodeling construction work and patching are included within the respective sections of specifications,
including removal of materials for reuse and incorporation into remodeling or new construction.
B. Relocation of pipes,conduits, ducts,and other mechanical and electrical work is specified in other Divisions.
1.05 SUBMITTALS:
A. Refer to Section 01300, Submittals, for submittal provisions and procedures.
B. Submit a schedule indicating proposed sequence of operations for selective demolition work to Owner's
Representative for review prior to start of work. Include coordination for shutoff,capping, and continuation
of utility services as required,together with details for dust and noise control protection.
1. Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of
Owner's on-site operations.
2. Coordinate with Owner's continuing occupation of the building.
C. Notice of differing conditions. Submit a written notification if,during the work of demolition and cutting,
conditions are discovered which significantly vary from those shown on the Drawings.
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Section 02070-Selective Demolition- 1
" 2.12 FINAL INSPECTION
A. When the Contractor has completed or corrected all of the items on the Punch list,the Contractor
shall submit written certification that the items on the Punch List have been completed and corrected
and shall indicate beside each item the date when the item was completed or corrected and in the case
of items completed by subcontractors or sub-subcontractors the name of the Subcontractor or Sub-
subcontractor. The Architect will begin inspection within seven(7)days after receipt of certification.
B. If the Architect's inspection discloses items which have not been completed or corrected,the
Architect shall notify the Contractor and the Contractor shall pay the cost of additional inspections
which are required as a result of the Contractor's failure to complete the Punch List items.
C. It is intended that the Architect will make one(1)inspection of completed items following the
issuance of the Punch List. The Contractor may request additional inspections at Contractor's
expense.
2.13 FINAL SUBMITTALS
A. Contractor's Affidavit of Payment of Debts and Claims,AIA G706.
B. Contractor's Affidavit of Release of Liens,AIA G706A, with:
1. Consent of Surety to Final Payment: AIA G707
2. Contractor's release or waiver of Liens.
3. Separate releases or waivers of liens for subcontractors, suppliers,and others with lien rights
against property of Owner,together with list of those parties.
C. All submittals shall be duly executed before delivery to the Architect.
2.14 FINAL APPLICATION AND CERTIFICATE FOR PAYMENT
A Contractor shall submit final application in accordance with requirements of General and
Supplementary Conditions.
B. Architect will issue final certificate in accordance with provisions of Conditions of the Contract.
C. Prior to issuance of the Certificate for Final Payments by the architect, all requirements contained in
this Paragraph entitled"Closeout Requirements" and other requirements of the Conditions of the
Contract shall be executed,received and approved by the Architect.
2.15 POST-CONSTRUCTION INSPECTION
A. Prior to expiration of one year from Date of Substantial Completion,the Architect will make visual
inspection of Project in company with Owner and Contractor to determine whether correction of
Work is required, in accordance with provisions of General Conditions.
B. For guarantees beyond one year,the Architect will make inspection at request of Owner after
notification to Contract.
C. Architect will promptly notify Contractor in writing of any observed deficiencies.
END OF SECTION
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Project No.9918
Section 01700 Closeout Procedures-6
D. Substantial Completion: Architect will prepare and issue a Certificate of Substantial Completion,AIA
G704,complete with signatures of Owner and Contractor,accompanied by list of items to be
completed or corrected,as verified and amended by the Architect. Architect will not issue
Certificates of Substantial Completion until the items below have been completed and submitted.
2.10 INSPECTION
A. Contractor shall submit written certification that:
1. Contract Documents have been reviewed.
2. Project has been inspected for compliance with Contract Documents.
3. Work has been completed in accordance with Contract Documents.
4. Equipment and systems have been tested in presence of Owner's Representative and are
operational.
5. Project is completed,and ready for inspection.
B. Architect will begin inspection within seven(7)days after receipt of certification.,
C. Should the Architect consider the Work is substantially complete in accordance with requirements of
Contract Documents,the Architect shall request the Contractor to make Project Closeout submittals.
D. Should the Architect consider that work is not substantially complete:
1. The Architect shall notify Contractor,in writing,stating reasons.
2. Contractor shall take immediate steps to remedy the stated deficiencies,and send second written
notice to the Architect certifying that Work is complete.
3. Architect will reinspect the Work.
2.11 SUBMITTALS FOR SUBSTANTIAL COMPLETION
A. Contractor shall submit:
1. Project Record Documents.
2. Operating and Maintenance Data.
3. Guarantees and warranties.
4. Keys and keying schedule.
5. Spare Parts and Maintenance Materials.
6. Roofing guarantee and Flashing Endorsements.
7. Evidence of compliance with requirements of governing authorities.
8. Punch list with schedule.
B. Evidence of compliance with authorities'requirements shall include:
1. Certificates of compliance for flame and smoke,and fire rating.
2. Certificates of Inspection:
a) Mechanical
b) Electrical
3. Submit Certificate of Insurance of products and completed operations.
C. Submit Certificate of Insurance for products and completed operations.
D. Instructions: Instruct Owner's personnel in the operation of all systems,mechanical, electrical and
other equipment.
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Section 01700 Closeout Procedures-5
C. Neatly type table of Contents in orderly sequence. Provide complete information for each item:
1. Product or work item identification.
2. Manufacturing or supplying firm,with name of principal,address and telephone number.
3. Scope of work and of warranty provided.
4. Date of beginning of warranty,bond or service and maintenance contract. Commence upon date
of Substantial Completion.
5. Duration of warranty,bond or service maintenance contract(in no case less than one(1)year).
6. Information for Owner's personnel:
a) Proper procedure in case of failure.
b) Instances which might affect validity of warranty or bond.
7. Contractor,name of responsible principal,address and telephone number.
D. Form of Submittals;Prepare in duplicate packets and in the following format:
1. Size: 8-1/2 inch by 11 inch. Punch sheets for 3-ring binder. Fold larger sheets to fit into
binders.
2. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS." List
Title of Project,Date and Name of Contractor.
3. Binders: Commercial quality,three-ring,with durable and cleanable plastic covers.
E. Time of Submittals:
1. For equipment or component parts of equipment put into service during progress of
construction,submit documents within ten(10)days after inspection and acceptance.
Otherwise,make submittals before Date of Substantial Completion.
2. For items of work where acceptance is delayed materially beyond the Date of Substantial
Completion,provide updated submittal within ten days after acceptance,listing the date of
acceptance as the start of the warranty period.
F. Submittals Required: Submit warranties,bonds, service and maintenance contracts as specified in the
respective Sections of the Specifications.
2.09 CLOSEOUT REQUIREMENTS
A. Punch List: When the Contractor submits a complete list of items to be completed or corrected in
accordance with subparagraph 9.8.2 of the General Conditions and the Architect receives the list,the
Architect will make an inspection to determined whether the work or designated portion is substant-
ially complete. The contractor shall submit a schedule indicating when each item will be completed.
B. If the Architect determines that the Contractor's list is not complete the Architect will notify the
Contractor and the Contractor will provide a complete list before the Architect will complete their
inspection.
C. If the Architect's inspection discloses any item whether or not included on the contractor's list,which
is not in accordance with the requirements of the Contract Documents the Architect will add the item
to the list and will issue a punch list of items to be completed or corrected before final payment will
be made. Such punch list shall not be construed as all-inclusive of the work which the Contractor will
be required to perform before final payments.
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Section 01700 Closeout Procedures-4
oik F. Remove grease,mastic,adhesives, dust, dirt,stains, fingerprints, labels, and other foreign materials
from exposed interior and exterior surfaces.
G. Leave pipe and duct spaces,chased,and furred spaces thoroughly clean.
H. Wash and polish all new glass on both sides,such work being performed by a window cleaning
contractor specializing in such work.
I. Clean all ceilings,wall surfaces, floors, window and door frames,hardware,metal work,glass,
glazing, enameled metals,and the like.
J. Repair,patch and touch up marred surfaces to specified finish,to match adjacent surfaces.
K. Subcontractors for mechanical and electrical work,including Plumbing,HVAC,and Electrical Work
shall respectively clean all materials and equipment installed by them, leaving all in a finished and
clean state.
L. Contractor shall be responsible to clean permanent filters and replace disposable filters if units were
operating during construction. Contractor shall also be responsible to clean ducts,blowers and coils
if units were operated without filters during construction.
M. Prior to final completion,or Owner occupancy,whichever comes first,Contractor shall conduct an
inspection of sight-exposed interior and exterior surfaces and all work areas, to verify that the entire
Work is clean.
"* N. Owner will assume responsibility for cleaning as of time designated on Certificate of Substantial
Completion for Owner's acceptance of Project or portion thereof.
2.07 TEMPORARY AND TRIAL USAGE
A. Temporary or trial usage by Owner of any mechanical device,machinery, apparatus,equipment,or
any work or materials supplied under the contract before final completion and written acceptance by
the architect shall not be construed as evidence of acceptance of same.
B. The Owner reserves the privilege of such temporary or trial usage for such reasonable time as
required to properly test such item. Claims for damages due to injury to or breaking of any parts of
such work, when the determined cause is weakness or inaccuracy of structural parts,defective
material or workmanship,will not be allowed.
C. If the Owner so requests,provide an approved person or persons to instruct and assist in such trial
usage and bear the costs therefor. Trials shall be made under the Architect's supervision.
2.08 WARRANTIES AND BONDS
A. Compile specified warranties and bonds for the school,review to verify compliance with Contract
Documents,and submit to Architect for review and transmittal to the Owner.
B. Assemble two original signed copies of warranties,bonds and service and maintenance contracts
executed by Officers of each of the respective manufacturers, suppliers and subcontractors.
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Section 01700 Closeout Procedures-3
2.03 CLEANING MATERIALS
A. Use only those materials which will not create hazards to health or property and which will not
damage surfaces.
B. Use only those cleaning materials and methods recommended by manufacturer of surface materials
and methods recommended by manufacturer of surface material to be cleaned.
C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer.
2.04 CLEANING DURING CONSTRUCTION
A. Execute cleaning to ensure that the building,the site,and adjacent properties are maintained free from
accumulations or waste materials and rubbish and windblown debris,resulting from construction
operations.
B. Provide on-site containers for collection of waste materials,debris and rubbish.
C. Remove waste materials,debris and rubbish from the site periodically and dispose of at legal areas off
Site.
D. Handle materials in a controlled manner with as little handling as possible. Do not drop or throw
materials from heights.
E. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will
not fall on wet,newly painted surfaces.
2.05 DUST CONTROL
A. Wet down dry materials and rubbish to lay dust and prevent blowing dust.
B. Clean interior spaces prior to the start of finish painting and continue cleaning on an as-needed basis
until painting is finished.
C. Schedule operations so that dust and other contaminants resulting from cleaning process will not fall
on wet or newly-coated surfaces.
2.06 FINAL CLEANING
A. Before final inspection,thoroughly clean the entire exterior and interior areas of the building where
construction work has been performed,the immediate surrounding areas,and corridors, stairs, halls,
storage areas, temporary offices, and toilets.
B. Employ experienced workmen or professional cleaners for final cleaning operations.
C. Remove all construction facilities,debris,and rubbish from the Owner's property and legally dispose
of same beyond site limits.
D. Broom clean exterior paved surfaces and rake clean other surfaces of the grounds.
E. Sweep, dust,wash, and polish all finished surfaces. This includes cleaning of the work of all finished
trades where needed, whether or not cleaning for such trades is included in their respective Sections.
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Project No. 9918
Section 01700 Closeout Procedures-2
SECTION 01700-CLOSEOUT PROCEDURES
PART I -GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division I as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affect work of this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with trades affecting,or affected by work of this section. Cooperate with such
trades to assure the steady progress of all work under the Contract.
1.02 RELATED WORK UNDER OTHER SECTIONS
A. Section 00810-Supplementary Conditions
B. Section 01015 -Project Procedures
C. Section 01018 -Schedules and Times
D. Section 01040-Project Coordination
E. Section 01200-Project Meetings
F. Section 01500-Temporary Facilities
G. Section 01760-Record Documents
PART 2-CONTRACT CLOSEOUT
2.01 CLEANING
A. Execute cleaning during progress of work and at completion of the work,as required by General
Conditions and as herein specified.
B. Maintain premises and public properties free from accumulations of waste,debris and rubbish caused
by operation. At completion of work,remove waste materials,rubbish,tools,equipment,machinery
and surplus materials, and clean all exposed surfaces; leave project clean and ready for occupancy.
C. Cleaning shall include all surfaces, interior and exterior in which or to which the Contractor has had
access.
D. All windows below areas that have been pointed shall be washed on the outside.
2.02 SAFETY AND DISPOSAL REQUIREMENTS
A. Standards: Maintain project in accordance with State Building Code and local ordinances.
B. Hazards Control: Store volatile wastes in covered metal containers and remove from premises.
Prevent accumulation of wastes which create hazardous conditions. Provide adequate ventilation
during use of volatile and noxious substances.
C. Disposal: Conduct cleaning and disposal operations to comply with local ordinances and anti-
pollution laws. Do not burn or bury rubbish and waste materials on project site. Do not dispose of
hazardous wastes such as mineral spirits,oil,or paint thinner in storm or sanitary drains. Do not
dispose of wastes into streams or waterways.
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Section 01700 Closeout Procedures- 1
B. Take all required measures to protect the work at all times against fire,storm,theft,vandalism and
other losses.
C. The Contractor shall be wholly responsible for patrolling and protecting the work under construction
and the materials stored on the site;and shall reimburse the Owner for any losses,damages or injury
not compensated by insurance,except those directly caused by the Owner, its agents or its employees.
D. The Contractor shall rebuild,repair,restore and make good all damages to any portion of the Work
occasioned by any of the above causes before the completion and written acceptance of the completed
Work,and shall bear the expense thereof.
E. Should the Contractor fail to take prompt action whenever conditions make it necessary,the Owner
may make emergency repairs or cause the same to be made,with the stipulation that the costs for such
repairs shall be charged against the Contractor and deducted from monies due to them.
2.11 WATER CONTROL
A. Take over the responsibility for site drainage in work area upon entering the premises and maintain
such drainage during the life of this Contract in a manner approved by the Architect and so as not to
adversely affect the adjacent areas.
B. During the progress of the Work,provide and maintain all required pumps,suction and discharge
lines,and power in sufficient number and capacity to deep all excavations,pits,trenches,foundations,
and the entire property area free from accumulation of water from any source whatsoever,at all times,
and under any and all circumstances and contingencies that may arise.
2.12 FIELD OFFICE
A. The General Contractor shall be given use of a room in the building for a field office until January 1,
2000.
END OF SECTION
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Project No.9918
Section 01500-Temporary Facilities-6
D. Completely remove temporary materials,equipment and services when enclosure needs can be met by
use of permanent construction and at completion of the Project.
2.09 PROTECTION OF WORK,PROPERTY AND THE PUBLIC
A. Furnish,erect,and maintain,until such time as removal is approved by the Architect,temporary
fencing and barricades to the extent recommended by OSHA and as otherwise required for the
protection of life and property during operations under the Contract.
B. Construct barricades and protective facilities in accordance with local and State regulations. Furnish
and install all signs,lights,reflectors,and all such protection facilities as may be required.
C. Contractor shall save the Owner harmless from all claims arising from the use of public streets,
sidewalks,and adjoining premises for construction purposes.
D. Keep all access roads and walks clear of debris,materials, construction plant and equipment during
building operation. Repair streets,drives,curbs,sidewalks,fences,poles and the like where disturbed
in building operation and leave them in as good condition after completion of the work as before
operations started.
E. Protect all planting, landscaping,trees and site improvements to remain.
F. The Contractor shall be responsible for the maintenance of construction barriers and traffic barriers in
order to maintain traffic around the Work with the maximum of safety and practical convenience to
such traffic during the life of the Contract,and whether or not work has been suspended temporarily.
The Contractor shall take all precautions for preventing injuries to persons or damage to property on
or about the Work.
G. Work shall be carried on and barriers erected in such a manner as to provide safe passage at all times
for public travel and with least obstruction to traffic. The Contractor shall provide and maintain at
their own expense in a safe and passable condition such temporary bypasses created by the barriers as
may be necessary to accommodate both pedestrian and vehicular traffic.
H. Whenever gale or high winds are forecast,take proper measures to secure all loose material,
equipment or other items which could blow about and be damaged or cause damage to other work.
No such loose items shall be left unsecured at end of working day. Particular attention shall be taken
with scaffolding and items placed or stored on roofs or within the structure prior to being enclosed.
1. Remove all snow and ice which may impede the work,damage the finishes or materials,be
detrimental to workmen,or impede trucking,delivery,or moving of materials at the job site, or
prevent adequate draining of the site or adjoining area.
J. Be responsible for all breakage of glass from the time construction operations commence in each
portion of the project until each portion of the project is occupied by the Owner. Unless glass has
been broken by the Owner or their representatives,or by other separate prime contractors,the cost of
glass replacement shall be borne by Contractor.
2.10 SECURITY OF THE WORK
A. The Contractor,at their discretion,shall be responsible for providing any and all security precautions
necessary to insure adequate protection of their and the Owner's interests.
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Section 01500-Temporary Facilities-5
2.06 TEMPORARY HOIST AND CHUTES
A. Furnish, install,maintain and remove material and personnel hoists as required for normal use by all
trades and employ skilled operators. Provide necessary guards,signals,protective facilities,safety
devices,etc.,required for safe operation. Provide suitable runways from hoists to floor level and
roof. Remove all such facilities after they have served their purpose or when directed by the
Architect. Where individual trades are to provide their own hoisting, it will be indicated in such trade
Section.
B. Construction,maintenance and operation of material hoists shall conform to applicable requirements
of the"Standard Safety Code for Building Construction,"ANSI;to AGC "Manual" requirements and
to state and local regulations.
C. Furnish and maintain all temporary ladders,ramps,runways,chutes,derricks, stairs,and similar items
required for proper execution of Contractor's work and that of their subcontractors,and permit use of
such facilities by other contractors,subcontractors and trades. Hoists and chutes shall be so
constructed as to prevent damage,staining and marring of permanent work.
D. No materials,rubbish or debris,shall be permitted to drop free,but shall be removed by the use or
material hoist and/or fully enclosed rubbish chute.
E. Provide openings in slabs,walls and partitions,where required, for moving in large pieces of
equipment. Close and restore openings and finish them after equipment is in place. Structural
modification if required,shall be subject to prior written approval by the Architect.
2.07 STAGING AND SCAFFOLDING
A. The mason shall provide their own staging and scaffolding where such staging and scaffolding does
not exceed a height of eight feet. Where staging and scaffolding over eight feet high is required,the
Contractor shall provide the entire installation,including the first eight feet,except for those trades
which are specified in their respective trade Section of the Specifications to provide all their own
staging and scaffolding.
B. Staging shall be of approved design,erected and removed by experienced stage builders and shall
have all accident prevention devices required by State and local laws.
C. Permit no materials to be passed through the finished openings of exterior walls,without first
providing protection to the opening therefor of a type as approved by the Architect. Be responsible,
and bear all costs, for repair and/or replacement of damaged work caused thereby.
2.08 TEMPORARY ENCLOSURES
A. Provide temporary weathertight enclosure of exterior walls as necessary to provide acceptable
working conditions,provide weather protection for interior materials, allow for effective temporary
heating, and to prevent entry of unauthorized persons.
B. Provide temporary exterior doors with self closing hardware and padlocks. Permanent door
enclosures shall not be used as temporary enclosures. Other enclosures shall be removable as
necessary for work and for handling of materials.
C. Relocate temporary enclosures as required by progress of construction,by operations of the building,
or work requirements, and to accommodate legitimate requirements of Owner and Subcontractors
employed at the site.
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Project No.9918
Section 01500-Temporary Facilities-4
oft' 2.04 TEMPORARY ELECTRICITY AND LIGHTING
A. Make arrangements with the Owner to connect to the existing electrical system at designated points,
and may use this system for temporary construction purposes at no charge,so long as use is not
abused. Owner-supplied power shall not be used for heavy duty operations such as welding,
temporary heating,compressors,or hoisting equipment,without Owner's permission and
reimbursement.
B. Take care not to overload equipment and lines. Provide and relocate temporary meters as required.
C. Temporary lighting system shall be furnished,installed and maintained by Contractor as required to
satisfy minimum requirements of safety and security. Temporary lighting system shall afford general
illumination in building areas and supply not less than one(1)watt per square foot of floor area for
illumination in areas of building where work is being performed. Provide adequate outdoor lighting
to illuminate staging,stockpiles,trenches,projections,etc.,to the satisfaction of the Architect,and
general illumination throughout adequate for watchmen and emergency personnel.
D. All temporary equipment and wiring for power and lighting shall be furnished and installed in
conformity with the National Electrical Code and in accordance with local ordinances and
requirements of the municipal power authority. All temporary wiring and accessories shall be
maintained in a safe manner and utilized so as not to constitute hazard to persons or property and
shall be removed after they have served their purposes.
E. At completion of construction work,or at such time as Contractor makes use of permanent electrical
installation, temporary wiring, lighting and other temporary electrical equipment and devices shall be
removed by Contractor.
2.05 TEMPORARY FIRE PROTECTION
A. Provide and maintain adequate temporary fire protection in the form of barrels of water with buckets,
fire bucket tanks,fire extinguishers,or other effective means of extinguishing fire,ready for instant
use, distributed around the project and in and about temporary inflammable structures during
construction of the Work.
B. Gasoline and other flammable liquids shall be stored in and dispensed from UL listed safety
containers in conformance with National Board of Fire underwriter's recommendations. Storage
shall not be within building.
C. Make arrangements for periodic inspection by local fire protection authorities and insurance
underwriter's inspectors. Cooperate with said authorities and promptly carry out their
recommendations.
D. Tarpaulins used during construction work shall be made of material which is resistant to fire, water,
and weather. Tarpaulins shall have UL approval and comply with FS-CCC-D -746.
E. Torch-cutting and welding operations performed by Subcontractors shall have approval of Contractor
before such work is started and chemical extinguisher shall be available within sight and not over ten
(10)feet from location where such work is in progress.
F. Do not light fires in or about premises.
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Project No.9918
Section 01500-Temporary Facilities-3
B. Temporary pipe lines and connections from the permanent service line, either outside or within the
building,necessary for the use of the Contractor and its subcontractors shall be installed,protected
and maintained at the expense of the Contractor.
C. In addition to temporary lines and connections,the Contractor,if required by the Owner, shall at the
Contractor's expense install a temporary meter in a frostproof box in such location and in such
manner as may be approved by the Architect.
D. Provide an adequate supply of drinking water from approved sources of acceptable quality,
satisfactorily cooled,for Contractor's employees and those of its subcontractors. Where required,
furnish drinking water in suitable containers and provide single-service cups for use of employees.
Drinking water dispensers shall be conveniently located in building where work is in progress.
E. At completion of construction work or at such time as Contractor makes use of permanent water
supply installation,temporary water service equipment and piping shall be removed by Contractor.
2.03 WEATHER PROTECTION
A. It is the intent of these Specifications to require the Contractor to provide temporary enclosures and
heat to permit construction work to be carried on during the months of November through March.
These specifications are not to be construed as requiring enclosures or heat for operations that are
economically unfeasible to protect in the judgment of the Architect. Included in this category,
without limitation,are such items as site work,excavation,pile driving,steel erection,erection of
certain exterior wall panels,roofing,and similar operations.
B. "Weather Protection"shall mean the temporary protection of that work adversely affected by
moisture,wind and cold,by covering,enclosing and/or heating. This protection shall provide
adequate working areas during the months of November through March as determined by the
Architect and consisting with the approved construction schedule to permit the continuous progress of
all work necessary to maintain an orderly and efficient sequence of construction operations. The
Contractor shall furnish and install all"weather protection"material and be responsible for all costs,
including heating required to maintain temperature of 40 degrees F at the working surface. This
provision does not supersede any specific requirements for methods of construction, curing of
materials or to performance obligations of the Contractor.
C. Within 30 calendar days after award of contract,the Contractor,shall submit in writing to the
Architect for approval,three(3)copies of their proposed methods for"Weather Protection."
D. Installation of weather protection shall comply with all safety regulations including provisions for
adequate ventilation and fire protection.
E. Determination of extent of work to be performed during winter months shall be by the Contractor,
provided that the Work shall proceed at such a rate as to insure Substantial Completion on or before
the stipulated date in accordance with the progress schedule.
F. Be responsible for providing protection against damage to materials and work installed in freezing
weather by providing special heat and coverings to prevent damage by the elements, in a manner
approved by the Architect. Protect the ground surfaces under footings,under pipelines,under
masonry,under concrete and other work subject to damage, against freezing or ice formation. If low
temperature makes it impossible to continue operations safely in spite of cold weather precautions,
cease work, and so notify the Architect.
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Project No. 9918
Section 01500-Temporary Facilities-2
SECTION 01500-TEMPORARY FACILITIES
PART 1 -GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affect work of this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with trades affecting,or affected by work of this section. Cooperate with such
trades to assure the steady progress of all work under the Contract.
1.02 RELATED WORK UNDER OTHER SECTIONS
A. Section 00810-Supplementary Conditions
B. Section 01015 -Project Procedures
C. Section 01018-Schedules and Times
D. Section 01040-Project Coordination
E. Section 01200-Project Meetings
F. Section 01700-Closeout Procedures
PART 2-TEMPORARY FACILITIES
2.01 TEMPORARY FACILITIES AND SERVICES
A. Contractor shall be responsible for arranging and providing temporary facilities and general services
at each site as specified herein and as otherwise required for proper and expeditious prosecution of
work. Except as otherwise specified,the Contractor shall pay costs for all temporary facilities and
general services until Final Acceptance of the Work and shall remove same at completion of the
Work.
B. All such services and facilities shall comply with applicable Federal, State and local regulations.
C. Contractor shall make all connections to existing services and sources of supply, shall provide all
necessary installations,labor,materials,and equipment, in a manner subject to the approval of the
Architect and the Owner,shall remove temporary installations and conditions when no longer
required, and shall restore the services and sources of supply to proper operating condition as
approved by the Architect.
D. Discontinuance of any temporary service prior to the completion of any portions of the Work shall
not render the Owner liable for any additional cost resulting therefrom.
E. Should a change in location of any temporary equipment be necessary in order for the Work to
progress properly,Contractor shall remove and relocate such equipment as required without
additional cost to the Owner.
2.02 TEMPORARY WATER
A. The Contractor may connect to existing permanent water supply for construction purposes,at points
designated by Owner, and may use it at no charge, so as long as use is not abused.
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Project No.9918
Section 01500-Temporary Facilities- 1
G. Approval of samples for color,texture,and other aesthetic qualities shall not be construed as approval
of other characteristics.
H. Approved samples,unless specifically stated by the Contractor as slated for incorporation in the
Work,shall be kept on file(and accessible for inspection)by the Architect until final acceptance of
the Project. Any sample not reclaimed by the Contractor within thirty(30)days after final acceptance
of the Project will be considered unclaimed material,and may be disposed of by the Architect.
2.06 COLORS AND FINISHES
A. The Architect will prepare a master color schedule indicating the required color,finish,pattern,
material,texture,and other pertinent information in connection with interior and exterior finishes.
B. To facilitate the preparation of such schedule,the Contractor shall submit,within forty-five(45)days
following date of award of contract,unless otherwise extended by the Architect,the names of the
manufacturers whose products the Contractor proposes to use within the framework of the
specifications,wherever color,fmish,pattern,texture,or other related information is a consideration,
e.g.,paint,ceramic rile,resilient flooring,acoustical ceiling tile,toilet partitions,and other items,for
which the above properties affect the design.
C. Color chips shall be submitted for all items having color unless otherwise directed or approved by the
Architect. Upon the expiration of such 45-day period,the Architect will proceed with color selection
and preparation of final color schedule.
D. The Architect will select the colors and fmishes of a manufacturer within the framework of the
Specifications,for each item where the Contractor fails to submit the name of a specific manufacturer
within the allotted time, and the Contractor shall provide such materials without additional
compensation.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 01300-Submittals-5
'-' C. If any information on previously submitted Shop Drawings,aside from notations made by the
Architect is revised in any way,such revision shall be circled or otherwise graphically brought to the
Architect's attention. If approved Drawings are subsequently revised,they shall be resubmitted to the
Architect with all revisions clearly marked for the Architect's attention. Whenever drawings are
revised,the latest revisions shall be circled or otherwise indicated to distinguish them clearly from all
previous revisions(and from the information on the original drawing).
D. Should the Architect in checking Shop Drawings make changes which the Contractor deems will
increase the Contract Price,the Contract shall so inform the Architect in writing within fourteen(14)
days following receipt of the checked Shop Drawings and prior to starting fabrication of the item or
items. Failing this,the Contractor shall be deemed to have waived all claims for extra compensation
for the work involved.
E. Notes or other information on the Shop Drawings,labels,transmittals or other items submitted which
are contrary to provisions of the Contract Documents shall be deemed to be addressed to the
applicable Contractor,Subcontractor,suppliers or other parties involved,and shall have no force or
effect with respect to this Contract,even through the Shop Drawing or Sample involved is approved
by the Architect. In particular the terms"By Others," "N.I.C.,"or words of similar meaning and
import on submissions shall not be deemed to imply that the referenced items are to be omitted from
this Contract.
F. The Contractor shall be responsible for obtaining and distributing copies of approved Shop Drawings
to their subcontractors and material suppliers needing such information,at no additional cost to the
Owner.
G. The Contractor shall assume full liability for delay attributed to insufficient time for delivery and/or
installation of material or performance of the work when approval of pertinent Shop Drawings is
withheld due to failure of the Contractor to submit,revise,or resubmit Shop Drawings in adequate
time to allow the Architect reasonable time,not to exceed twenty-one(2 1)days,for normal checking
and processing of each submission and resubmission. The Architect will not be limited to twenty-
one(2 1)days when the Shop Drawing schedule has not been submitted or is not current.
2.05 SAMPLES
A. Submit samples as required under the various Sections of the Specifications.
B. Before submitting samples,consult with Architect to determine whether samples are to be submitted
to Architect's office,field,or other location.
C. Samples shall be submitted as specified or directed by the Architect.
D. Samples may be submitted to Architect directly from manufacturers, vendors, suppliers,sub-
contractors,or others,but a separate transmittal letter shall be submitted through the Contractor in
each such case.
E. Approved samples of major or expensive items or assemblies,if in good condition and meeting all
requirements of the Contract,may be properly marked for identification and used in the Work,
provided that all shipping and handling charges are paid by the Contractor.
F. Each sample shall have a label indicating the material represented, its place of origin,and the names
of the producer, the Architect, the Contractor, the Subcontractor,and the building or Work for which
the material is intended. Samples shall be marked to indicate the Specification paragraph requiring
the materials represented.
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Project No.9918
Section 01300-Submittals-4
B. Corrections or comments made on the Shop Drawings during this review shall not relieve Contractor
from compliance with requirements of the Contract Drawings and specifications. This check is only
for review of general conformance with the design concept of and general compliance with the
information given in the Contract Documents. The Contractor is responsible for:
1. Confirming and correlating all quantities and dimensions, fabrication processes and techniques
of construction;
2. Coordinating their work with that of all other trades;and
3. Performing their work in a safe and satisfactory manner.
C. For drawings marked"Rejected,"or"Revise and Resubmit,"the Architect will have prints made from
the marked reproducible drawings at the Contractor's expense. Such prints shall be used for record
purposes and for comparison with subsequent resubmission. One will be retained by the Architect,
one furnished to the applicable consultants,if any,and the transparency returned to the Contractor.
Such procedures shall be followed until the Shop Drawing is marked"Furnish as Corrected,"or
"Reviewed as required by the Construction Contract Documents and approved,but only for
conformance to the design concept of the work,and subject to further limitations and requirements
contained in the Contract Documents."
D. Drawings marked"Approved as Noted"shall be treated in the same manner as Drawings marked
"Reviewed as required by the Construction Contract Documents...and requirements contained in the
Contract Documents." The Architect's comment shall be considered part of the original Drawings.
Should the Contractor disagree with such comments,the Contractor shall so notify the Architect in
writing within fourteen(14)days after receipt of such Drawings and before commencing work on the
items in question. Failing this,the Contractor shall be deemed to have accepted full responsibility for
implementing such comments at no additional cost to the Owner.
F. Transparencies for all Drawings marked"Approved as Noted"or"Reviewed as required by the
Construction Contract Documents..."will be returned to the General Contractor.
G. Before the transparency is returned by the Architect with the stamp"Reviewed as required by the
Construction Contract documents." or"Approved as Noted,"the Architect will have made at the
Contractor's expense,four(4)prints of the corrected original for the Architect's and Owner's use.
H. Contractor shall open and maintain an account at an approved printing establishment convenient to
the Architect's office where shop drawing prints required under this paragraph can be made. Printer
shall bill required prints directly to Contractor. Architect will furnish copies of print orders on
request.
2.04 SHOP DRAWING CONDITIONS
A. If catalog cuts of standard manufactured items show different types,options,finishes,performance
requirements,or other variations,those features that the Contractor proposes to furnish shall be
clearly circled or otherwise indicated,and all irrelevant diagrams,notes,or other information deleted
or canceled. If any variations from the catalog description are proposed or required,such variations
shall be clearly note on the cut by the Contractor. Catalog cuts or wiring diagrams will not be
acceptable.
B. Shop Drawings shall clearly indicate all details,sectional views,arrangements,working and erection
dimensions,kinds and quality of materials and their finishes, and other information necessary for
proper checking and for fabrication and installation of the items, and shall include all information
required for making connections to other work.
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Project No.9918
Section 01300-Submittals-3
2.02 SHOP DRAWING SUBMITTAL
A. Submission of Shop Drawings shall comply with all requirements of General and Supplementary
General Conditions as further specified in this Section.
B. To receive consideration by the Architect, Shop Drawings shall be accompanied by a letter of
transmittal and each Drawing shall contain the following information on the title block:
1. Project identification.
2. Architect's name.
3. Date of preparation of submission,and of revision if applicable.
4. Shop Drawing number and title of item the Drawing refers to.
5. Architect's Drawing numbers and specification paragraph number used as a reference in
preparing Shop Drawings.
6. Contractor's and Subcontractor's names.
7. Name of person or firm preparing Drawings.
8. Statement of stamp of approval by the Contractor, signifying that the Contractor has seen and
examined the Drawing and that requirements of the General Conditions have been complied
with.
C. Shop Drawings related to various units comprising a proposed assembly shall be submitted
simultaneously so that such units may be checked individually and as an assembly.
D. Except for submissions and review of Shop Drawings for work specified under Division 5, 15 and 16,
all Shop Drawings shall be submitted directly to the Architect through the Contractor. Drawings
submitted directly from the Subcontractors,manufacturers or vendors,or directly to the Architect's
consultants,will be returned to the Contractor without action. For work specified under Division 5,
15 and 16 of the specifications only, Shop Drawings may be submitted through the Contractor
directly to the applicable consultant,with an extra copy of the Shop Drawings and the transmittal
letter sent simultaneously to the Architect.
E. Catalog Sheets: For standard manufactured items,submit six(6)copies of manufacturer's catalog
sheets with illustrated cuts of the items to be furnished,scale capacities, and other pertinent
information,accompanied by an appropriate transmittal form with specific reference to the applicable
paragraph in the Specifications. Rejected copies shall be resubmitted in the same manner until
approval is obtained. Indicate clearly on such printed matter which of several items is being
submitted for approval.
F. For all other Shop Drawings, including wiring and control diagrams, submit one(1)transparent
(Ozalid type)reproducible copy of each along with two(2)black line or blue prints. Print copies
shall be made by the Contractor after their stamp and their comments or corrections, if any,have
been affixed to the transparency.
G. Each drawing, transparency and print shall have a clear space approximately 80 square inches as an
additional border on the right side or bottom for stamps and Architect's comments.
2.03 ACTION ON SHOP DRAWINGS
A. The Architect will annotate the transparency and apply a stamp and check one of the actions,namely;
1. Approved
2. Approved as Noted
3. Rejected
4. Do Not Resubmit
5. Resubmit
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Project No.9918
Section 01300-Submittals-2
SECTION 01300-SUBMITTALS
PART 1 -GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affect work of this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with trades affecting,or affected by work of this section. Cooperate with such
trades to assure the steady progress of all work under the Contract.
1.02 RELATED WORK UNDER OTHER SECTIONS
A. Section 00810-Supplementary Conditions
B. Section 01015 -Project Procedures
C. Section 01018-Schedules and Times
D. Section 01025 -Schedule of Values
E. Section 01040-Project Coordination
F. Section 01200-Project Meetings
G. Section 01500-Temporary Facilities
H. Section 01700-Closeout Procedures
I. Section 01760-Record Documents
PART 2- SUBMITTALS
2.01 SUBMISSION SCHEDULE
A. Within 5 calendar days after signing the Contract,prepare and submit for the Architect's approval a
schedule of Shop Drawings,Product Data and Samples required to be submitted for the Work. The
schedule shall indicate by trade the date by which fmal approval of each item must be obtained,and
shall be revised as required by conditions of work,subject to the Architect's approval.
B. The Architect's review, including Consultant's review period,will not exceed 21 days from the
established date of each submission indicated on the"Schedule of Shop Drawings,Product Data and
Samples"plus additional time,if any, for distribution by the Contractor and receipt of submissions by
the Architect. Contractor shall strictly adhere to the established schedule dates.
C. Each submittal shall be made sufficiently in advance of the time required for furnishing and
delivering to the site the specific item of items required in order to allow proper examination and
review of such submittals,but in no event shall it be made later than 20 days prior to the time for
incorporation of the item into the Work,except that if the item in question is to be incorporated in the
work prior to the expiration of 20 calendar days from the time of execution of the Contract,the
aforesaid written notice shall be submitted to the Architect immediately following the execution of
the Contract.
D. No item,material,article,system or piece of equipment requiring approval of the Architect shall be
ordered or installed until such approval has been obtained.
Northampton Police Station Renovations
Project No.9918
Section 01300-Submittals- 1
A
B. The Contractor or the Architect shall take minutes of such meetings in a format approved by the
Architect and distribute copies to all concerned.
C. Contractor's and Subcontractors'representatives attending such meetings shall be the job
superintendent or other responsible party approved by the Architect. Such representatives shall be
empowered to make,at these meetings,definite decisions binding upon their respective employers
regarding all matters pertaining to work under this Contract.
D. The Contractor shall furnish the Owner and the Architect, in writing,the names,addresses,and
telephone numbers of Contractor's and principal Subcontractors'personnel to be contacted in the
event of an out-of-hours emergency at the building site. The Contractor shall also maintain a similar
list readily visible from the outside of the field office.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 01200-Project Meetings-2
SECTION 01200-PROJECT MEETINGS
PART 1 -GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affect work of this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with trades affecting,or affected by work of this section. Cooperate with such
trades to assure the steady progress of all work under the Contract.
1.02 RELATED WORK UNDER OTHER SECTIONS
A. Section 00810-Supplementary Conditions
B. Section 01015 -Project Procedures
C. Section 01025 - Schedules and Times
D. Section 01040-Project Coordination
E. Section 01500-Temporary Facilities
F. Section 01700-Closeout Procedures
PART 2-PROJECT MEETINGS
2.01 ORGANIZATIONAL MEETINGS
A. The Architect will schedule pre-construction organizational meetings,periodic project meetings,
specially called meetings,throughout the progress of the Work,and post-construction meetings. All
such meetings shall be attended by the representatives of the Contractor and,when requested,
Subcontractors.
B. Immediately following award of contract,the Architect will call one or more preliminary
organizational meetings,during which detailed procedures will be worked out for submission and
review of shop drawings and samples, format and extent of the progress schedule and schedule of
values, format and methods for progress payment requisitions,channels of communication between
Owner's,Architect's,and Contractor's personnel, and other routines to be followed during
construction. The Architect will then issue a directive summarizing such procedures.
2.02 PROJECT MEETINGS
A. The Contractor shall meet regularly with the Architect and the Clerk of the Works or Project
Representative at the site of the Work once per month during the course of the Contract for the
purposes of progress review,coordination of shop drawing schedules,sample submittals, and other
items of work requiring such coordination. The dates of such meetings shall be as mutually agreed
upon between the Contractor and the Architect. Meetings shall be held more frequently if required by
the Architect. Contractor shall require subcontractors to attend such meetings if requested by the
Architect.
OW
Northampton Police Station Renovations
Project No.9918
Section 01200-Project Meetings- 1
K. The City of Northampton has waived its permit fees for all required permits,required tie-ins,inspection fees
and all local building and Labor and Industry permits.
PART 2-PRODUCTS-Not Applicable To This Section
PART 3 -EXECUTION-Not Applicable To This Section
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 01100-Procedures,Controls& Payments-2
SECTION 01100-PROCEDURES, CONTROLS AND PAYMENTS
PART 1 -GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate with
such trades to assure the steady progress of all work under the Contract.
1.02 SUMMARY
A. Provide coordination of work.
1. Provide a full-time project supervisor. Select an individual as supervisor and maintain that same
individual in the position throughout the construction term,unless a change is approved in writing by the
Owner.
2. Attend a preconstruction conference.
3. Attend once per month meetings and arrange for attendance by the major subcontractors,distribute
minutes prepared by the Owner or Architect.
4. Other meetings.
B. Change Orders:
1. Coordinate the Change Directive and Change Order process.
2. Prepare Change Orders and implement Change Directives and all changes in the work in connection with
the work by the General Contractor and by the General Contractor's subcontractors.
C. Coordinate the Submittals process(Section 01300). Review submittals for compliance with the Contract
Documents. Coordinate with progress schedule.
D. Submit schedule of values.
E. Submit schedule of required tests(payment and responsibility).
F. Perform surveys:
1. Laying out the work and verifying locations during construction.
2. Final site survey.
G. Submit Application for Payment procedures:
1. Use AIA form G702, latest edition.
2. Retainage shall be 5%and held up to 60 days after substantial completion.
H. Perform quality control during installation.
I. Perform cutting and patching as provided under Section 01045..
J. Clean and protect the work.
Northampton Police Station Renovations
Project No.9918
Section 01100-Procedures,Controls&Payments- 1
SECTION 01045 -CUTTING AND PATCHING
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division I as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affects work under this
Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate
with such trades to assure the steady progress of all work under the Contract.
1.02 SUMMARY
A. Provide cutting and patching work,complying with project requirements for:
1. Structural work.
2. Mechanical,electrical.
3. Visual requirements, including special detailing.
4. Operational and safety limitations.
5. Fire resistance ratings.
6. Inspection,preparation,and performance.
7. Cleaning.
PART 2-PRODUCTS
2.01 MATERIALS
A. Match existing materials for cutting and patching work with new materials conforming to project
requirements.
PART 3 -EXECUTION
3.01 INSTALLATION
A. Inspect conditions prior to work to identify scope and type of work required. Notify Owner of work
requiring interruption to building services or Owner's operations. Conform to project requirements
listed above.
B. Perform work with workers skilled in the trades involved.
C. Clean work area and areas affected by cutting and patching operations.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 01045-Cutting& Patching- 1
t '
E. The Contractor shall be fully responsible for coordination of general construction work with that of
Subcontractors for Plumbing, Electrical,Heating and Ventilating,and other specialized trades. The
Contractor shall investigate,together with the Subcontractors involved,the routing of pipe,ductwork,
and conduit with particular attention to interference of structural members,other pipes,ducts,and
conduit cuts,headroom conditions,door and window openings and swings,pipe chases,and similar
features of the building which may affect installation and proper functioning of such items.
F. Changes in design locations which may be necessary in the routing of pipes and ducts, or in the
location of any mechanical,electrical or other equipment,shall be anticipated and made prior to
installation. Additional compensation will not be allowed for costs incurred as a results of the
Contractor's failure to anticipate the necessity for such changes.
G. There shall be no change or variation in ceiling height,wall layout,shaft,chase, furring or other
dimensions shown of Drawings without the specific written approval of the Architect.
H. The Contractor's responsibility for the coordination of all work under the Contract shall be complete,
and shall extend to all modifications in the Work,whether or not such modifications entail a change
in the Contract Price. Where the Contract Documents allow an optional material or method of
performing a portion of the Work,or where the Contractor is ultimately allowed or direct to perform a
part of the Work using a substitute material or method,the Contractor shall provide all other
coordination and additional work that such change necessitates,without any additional cost to the
Owner.
2.02 SURVEYING AND ENGINEERING
A. The Contractor shall employ a qualified land surveyor registered to practice in the Commonwealth of
Massachusetts,who shall establish and maintain grades and levels and permanent bench marks. In
addition,the Contractor shall designate one person from within their organization,with engineering
experience, who shall do the usual engineering work required,including leveling,checking, and
verifying wall and partition lines.
B. Prior to commencement of any excavation or filling work on the site, the surveyor shall check
locations of all structures and other fixed items with regard to property lines and other existing
conditions. The Contractor shall be fully responsible for reporting to the Architect discrepancies
between the dimensions and/or locations indicated on the Contract Drawings and those as they
actually exist on the site.
C. After verification of all dimensions and locations,the Contractor shall submit to the Architect such
verification in written form bearing the stamp of the surveyor. Failure to do so shall mean that the
Contractor assumes responsibility for all corrective measures required at no addition to the Contract
amount.
D. The Contractor shall lay out the Work and shall be responsible for all lines,elevations,and
measurements of the building,grading,paving and other work under the Contract. The Contractor
shall exercise proper precaution to verify the dimensions shown on the Drawings before laying out
the Work and will be held responsible for any error resulting from their failure to exercise such
precaution.
END OF SECTION
Northampton Police Station Renovations
Project No. 9918
Section 01040-Project Coordination -2
SECTION 01040-PROJECT COORDINATION
PART 1 -GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affect work of this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with trades affecting,or affected by work of this section. Cooperate with such
trades to assure the steady progress of all work under the Contract.
1.02 RELATED WORK UNDER OTHER SECTIONS
A. Section 00810-Supplementary Conditions
B. Section 01015 -Project Procedures
C. Section 01018-Schedules and Times
D. Section 01025-Schedule of Values
E. Section 01045 -Cutting and Patching
F. Section 01200-Project Meetings
G. Section 01500-Temporary Facilities
H. Section 01700-Closeout Procedures
I. Section 01760-Record Documents
low PART 2-PROJECT COORDINATION
2.01 COORDINATION
A. The Contractor shall be responsible for the proper fitting of all work and the coordination of the
operations of all trades, subcontractors,material and equipment engaged upon the Work. The
Contractor shall do or cause Subcontractors to do all cutting, fitting,adjusting and patching necessary
to make the several parts of the work come together properly and to fit the Work to receive or be
received by that of other contractors.
B. The Contractor shall give their personal supervision to the Work or have a competent superintendent
on the work at all times during the progress of the Work,with the authority to act for them. The
Contractor shall also provide an adequate staff for the proper coordination and expediting of the
Work.
C. The General Contractor shall be in charge of the entire Work and shall be responsible for the prompt
coordination of all trades, including their own forces and their various subcontractors,as well as the
Owner's separate contractors, if they are on the job during the Contractor's operations,and shall
become fully familiar with all work required under the Contract.
D. Care shall be given to the proper scheduling,delivery,and installation of items to be built into rough
construction which will affect the latter portions of the work,such as anchors,piper sleeves, inserts,
conduit pipes,lugs,clips,brackets,braces,hangers,bolts,miscellaneous metal, and similar items.
These items are not necessarily specified under the trade Section under which they are to be installed.
The Contractor shall ascertain that all are properly installed in their correct locations at the proper
time, so as to prevent cutting and patching of finished work.
Northampton Police Station Renovations
Project No.9918
Section 01040-Project Coordination- 1
E. Submit to the Owner with schedule of values and on a monthly basis such schedules of quantities and
costs,progress schedules,payrolls,reports,estimates,records,and other data as the Owner may
request concerning work performed or to be performed under this Contract.
2.02 SCHEDULE REQUIREMENTS
A. Submit to the Architect two(2)copies of Schedule of Values within 10 days of receipt of notice to
proceed.
B. Upon request by the Architect,support values given with data that will substantiate their correctness.
C. Submit quantities of designated materials for materials stored on which payment is expected to be
made.
D. Use Schedule of Values only as basis for Contractor's Application for Payment.
2.03 FORM OF SUBMITTAL
A. Submit typewritten Schedule of Values on 8-1/2 by 11 inch white paper.
B. Use Table of Contents of the Project Manual as basis for format for listing costs of work for Sections
under Division 2 through 16 and identify each line item with number and title of Section.
2.04 PREPARING SCHEDULES OF VALUES
A. Itemize separate line item cost for each of the following general cost items:
1. Performance and Payment Bonds.
2. Field Supervision and Layout.
3. Temporary Construction Facilities and Controls.
B. Itemize separate line item cost for work required by each Section of the Specifications. Sections shall
be further subdivided into separate line items under each Section as required by the Architect.
C. Break down installed costs into:
1. Delivered cost of product
2. Total installed cost,with overhead and profit.
D. For each line item which has installed value of more than$20,000.00,break down costs to list major
products or operations under each item.
E. Make sum of total costs of all items listed in schedule equal to total Contract Sum.
F. Review and Resubmittal: After review by Architect,revise and resubmit Schedules as required.
Resubmit revised Schedules in same manner.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 01025-Schedule of Values-2
SECTION 01025 -SCHEDULE OF VALUES
PART 1 -GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affect work under this
Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate
with such trades to assure the steady progress of all work under the Contract.
1.02 RELATED WORK UNDER OTHER SECTIONS
A. Section 00810-Supplementary Conditions
B. Section 01015 -Project Procedures
C. Section 01018- Schedules and Times(except as specified herein)
D. Section 01040-Project Coordination
E. Section 01300-Submittals(except as specified herein)
F. Section 01700-Closeout Procedures
PART 2 -SCHEDULES OF VALUES
2.01 SCHEDULE INFORMATION REQUIRED
A. Submit Schedule of Values in accordance with requirements of the General Conditions and as further
specified herein.
B. In preparing the Schedule, each subdivision or classification of the Work shall be identified by code
number referring to each individual Section(or Sub-Section where applicable)of the Specifications.
C. Attached to the Schedule of Values shall be a list of the names,addresses(and whether individual,
partnership or Corporation)of each Subcontractor or Sub-Subcontractor who is to perform all or any
part of each subdivision. In the event any Subcontractors,or Sub-Subcontractors are not known at the
time said schedule is prepared,an amended or supplementary list containing the names of the
Subcontractors and Sub-subcontractors involved and indicating their division of the Work shall be
furnished to the Architect as soon as the information is available. A code number for identification
on requisitions shall be used to identify the Contractor, each of the Subcontractors and subordinate
Subcontractors, and shall be shown in each requisition where any part of the Work performed by the
Contractor,such Subcontractor, Sub-Subcontractors or material men is incorporated in the amount of
the requisition for which payment is requested.
D. The Schedule of Values shall be arranged in vertical columns identified with titles, including Names
of Items;Original Amounts,Percent Completed to Date;Previous Payments;Current Requests; and
Balance Not Yet Requested. A summary of the total amount due to date and the amount of the five
percent retained shall be included in the statement which shall be signed by the General Contractor.
A separate sheet shall be included with each requisition showing status of work covered by approved
Change Orders. The schedule shall be revised if later found by the Architect to be inaccurate.
Northampton Police Station Renovations
Project No.9918
Section 01025-Schedule of Values- 1
SECTION 01018 -SCHEDULES AND TIMES
PART 1 -GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affect work of this Section
whether or not such work is specifically mentioned in this Section.
C. Coordinate work with trades affecting,or affected by work of this Section. Cooperate with such
trades to assure the steady progress of all work under the Contract.
1.02 RELATED WORK UNDER OTHER SECTIONS
A. Section 00810-Supplementary Conditions
B. Section 01015 -Project Procedures
C. Section 01025 -Schedule of Values
D. Section 01040-Project Coordination
E. Section 01700-Closeout Procedures
PART 2- SCHEDULES AND TIMES
2.01 CONSTRUCTION COMPLETION TIME
A. Work shall begin within two weeks of the contract.
B. The General Contractor shall prepare a graphic schedule illustrating what portion of the project will
be done and when.
C. Distribution: Provide three(3)copies of each schedule to Architect. Provide additional copies on a
need-to-know basis to subcontractors, fabricators and others. At least one(1)copy shall be available
in the field office. Each update shall be similarly distributed.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 01018-Schedules&Times- 1
2.11 CONTRACT CONDITIONS
A. This Contract is subject to applicable State and local laws and all amendments thereto. Where any
requirements contained herein do not conform to statutes governing the work of this Contract,the statutes shall
govern.
B. The provisions of the Federal Occupational Safety and Health Act(OSHA)are applicable to this Contract, in
addition to all other laws,ordinances,rules,regulations,and orders of any Federal, State and local public
authority bearing on the performance of the Work.
C. Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to
be inserted herein and the Contract shall be read and enforced as though it were included herein,and if,
through mistake or otherwise,any such provision is not inserted,or is not correctly inserted,then upon
application of either party the Contract shall forthwith by physically amended to make such insertion or
correction.
END OF SECTION
ow-
Northampton Police Station Renovations
Project No.9918
Section 01015-Project Procedures-5
C. Furnish,erect,and maintain for the duration of the Work period,temporary fire-retardant dustproof coverings
as required to prevent the spread of dust beyond the immediate area where work is being performed.
D. These provisions do no supersede any specific requirements for methods of construction or applicable general
conditions set forth elsewhere in the Contract with regard to performance obligations of the Contractor.
2.08 DEBRIS CONTROL AND REMOVAL OF RUBBISH
A. Ensure that each Subcontractor engaged upon the Work bears the full responsibility for cleaning up during and
immediately upon completion of their work,and removes all rubbish,waste,tools,equipment,and
appurtenances caused by and used in the execution of their work;but this shall in no way be construed to
relieve the Contractor of the primary responsibility for maintaining the building and site clean and free of
debris, leaving all work in a clean and proper condition satisfactory to the Architect and Owner.
B. Do not permit any material to be thrown from the windows of the building or the roof.
C. Immediately after unpacking,all packing materials,case lumber,excelsior,wrapping or other rubbish,
flammable and otherwise,shall be collected and removed from the building and premises.
D. Initiate and maintain a specific program to prevent the accumulation of debris at the construction site,storage
and parking areas,or along access roads and haul routes:
1. Provide containers for deposit of debris and schedule periodic collection and disposal of debris as
specified in the CLOSEOUT PROCEDURES Section..
2. Prohibit overloading of trucks to prevent spillage on access and haul routes.
2.09 POLLUTION CONTROL
A. Provide methods,means and facilities required to prevent contamination of soil,water or atmosphere by the
discharge of noxious substances from construction operations.
B. Provide equipment and personnel,perform emergency measures required to contain any spillages,and to
remove contaminated earth off site and replace with suitable uncontaminated compacted fill and topsoil.
C. Take special measures to prevent harmful substances from entering public waters. Prevent disposal of wastes,
effluents,chemicals,or other such substances adjacent to streams or in sanitary or storm sewers.
D. Provide systems for control of atmospheric pollutants. Prevent toxic concentrations of chemicals. Prevent
harmful dispersal of pollutants into the atmosphere.
E. No smoking is permitted on school property.
2.10 CONSTRUCTION DOCUMENTS
A. The Contractor shall be entitled to receive,without additional charge,five(5)complete sets of the Contract
Documents, including Drawings and Specifications,for use during the construction period. These copies shall
be in additional to those furnished for bidding purposes.
B. Extra sets returned by bidders and not required for other purposes, as determined by the Architect, will be
made available to Contractor for the Work.
Northampton Police Station Renovations
Project No.9918
Section 01015-Project Procedures-4
OW 2.04 ACCIDENT PREVENTION
A. Comply with all Federal, State,and municipal recommendations and requirements for safety and accident
prevention,those of the Associated General Contractors of America and the American National Standards
Institute(ANSI Standard A 10.2). Conduct regular, frequent inspections of the site for compliance with safety
regulations.
B. Neither the Owner nor the Architect shall be responsible for providing a safe working place for the Contractor,
Subcontractors,or their employees,or any individual responsible to them for the Work.
2.05 WELDING AND CUTTING
A. Where electric or gas welding or cutting work is done above or within ten(10)feet of combustible material or
above space that may be occupied by persons,use interposed shields of incombustible material to protect
against fire damage or injury due to sparks and hot metal.
B. Place tanks supplying gases for gas welding or cutting at no greater distance from the work than is necessary
for safety,securely fastened and maintained in an upright position where practicable. Such tanks,when stored
for use,shall be remote from any combustible material and free from exposure to the rays of the sun or high
temperatures.
C. Maintain suitable fire extinguishing equipment near all welding and cutting operations. When operations
cease for the noon hour or at the end of the day,thoroughly wet down the surroundings adjacent to welding
and cutting operations.
D. Station a worker equipped with suitable fire extinguishing equipment near welding and cutting operations to
see that sparks do no lodge in floor cracks or pass through floor or wall openings or ledge in any combustible
material. Keep the workman at the source of work which offers special hazards for thirty(30)minutes after
the job is completed to make sure that smoldering fires have not been started.
E. Place a qualified electrician in charge of installing and repairing electric and arc welding equipment.
2.06 NOISE CONTROL
A. Develop and maintain a noise-abatement program and enforce strict discipline over all personnel to keep noise
to a minimum.
B. Execute construction work by methods and by use of equipment which will reduce excess noise and which will
provide minimum interference with on-going office activities.
1. Employ construction methods and equipment which will produce the minimum amount of noise.
2. Equip air compressors with silencers,and power equipment with mufflers.
C. Do not allow radio and electronic entertainment equipment at site at any time.
2.07 DUST CONTROL
A. Maintain the construction site,stockpiles,access,detour, and haul roads, staging and parking area used for the
Work, free of dust which would cause a hazard or a nuisance to those at the site or adjacent sites.
B. Provide positive methods and apply dust control materials to minimize raising dust from construction
operations, and provide positive means to prevent airborne dust from dispersing into the atmosphere.
Northampton Police Station Renovations
Project No.9918
Section 01015-Project Procedures-3
102 CONTRACTOR'S USE OF PREMISES
A. Confine operations at the site to areas permitted by laws,by-laws,permits and contract limit lines.
B. Parking of Contractor's vehicles and subcontractors will be allowed only where designated at the pre-
construction meeting.
C. Do not unreasonably encumber the site with materials or equipment.
D. Do not permit materials and fabricated work to be stacked on,or be transported over,floor and roof
construction in such a manner as to stress any construction beyond the designed live loads. Assume full
responsibility for protection and safekeeping of products stored on premises. Obtain and pay for use of
additional storage premises. Obtain and pay for use of additional storage or work areas needed for operations.
Limit use of site to work and storage.
E. Do not store foamed polystyrene,polyurethane or like materials within the building. Storage of such materials
outside the building shall be with proper precautionary measures taken against fire.
F. Contractor shall be responsible for adequate site drainage during the entire construction period and shall use
any appropriate temporary means which does not adversely affect construction progress or abutting property.
G. Contractor shall take all necessary safety precautions and maintain an adequate level of fire protection at all
times.
2.03 EXISTING UTILITIES
A. Immediately repair any active existing utility lines(cables,conduit,ducts,and piping),damaged during the
course of construction,except where such lines are to be abandoned. Protect and maintain such active existing
utilities in use,until relocation of same has been completed or utilities have been cut,capped,or prepared for
new service connections,as applicable. Perform such repair and protection work at no additional cost to the
Owner.
B. If any existing active utility not indicated on the Drawings is unintentionally damaged,and such utility is to
remain, immediately repair the damage and restore the utility to its original integrity. Reimbursement of cost
for performing such repair will be made by an adjustment in the Contract Price at rates determined by the
Architect.
C. Any adjustment as outlined above shall be based on the assumption that the Contractor has performed in a
prudent manner at the time such damage occurred. If extra expense is incurred in protecting and maintaining
any utility line not shown on the Drawings,an adjustment in the Contract Price will be made.
D. The Owner will cooperate and assist the Contractor in locating and identifying underground utilities.
contractor shall cooperate and participate in"Dig Safe"programs,notifying proper authorities before
proceeding.
E. If it becomes necessary to interrupt power,water line or other utilities to either existing office building,notify
Owner at least four(4)days in advance. Schedule such interruptions before or after office hours or at such
other times as will minimize disruption and inconvenience to Owner.
Northampton Police Station Renovations
Project No.9918
Section 01015-Project Procedures-2
SECTION 01015 -PROJECT PROCEDURES
PART 1 -GENERAL
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affect work of this Section whether or
not such work is specifically mentioned in this Section.
C. Coordinate work with trades affecting,or affected by work of this Section. Cooperate with such trades to
assure the steady progress of all work under the Contract.
1.02 RELATED WORK UNDER OTHER SECTIONS
A. Section 00810-Supplementary Conditions
B. Section 01018-Schedules and Times
C. Section 01025 -Schedule of Values
D. Section 01040-Project Coordination
E. Section 01200-Project Meetings
F. Section 01300- Submittals
G. Section 01500-Temporary Facilities
H. Section 01700-Closeout Procedures
I. Section 01760-Record Documents
PART 2-PROJECT PROCEDURES
2.01 CONDUCT OF WORK
A. Provide continuous, lawful, safe,adequate and convenient access to site. Access to site shall generally be via
existing roadways and paved surfaces which Contractor shall maintain and restore to original condition.
Contractor shall construct and maintain in good usable condition temporary roads and appurtenances as
required, and when no longer required,remove temporary construction and restore such areas to their original
condition.
B. Do not inhibit free access to the existing buildings unless authorized by the Owner as required for safe
continued operation and activities. Do not store materials or route traffic so as to cause hazard to office
personnel in connection with access to buildings.
C. Reference Documents: Throughout the Specifications,reference is made to standard specifications and other
documents,which by such reference are made a part of the Project Specifications. Whenever a standard
specification is incorporated into the Project Specifications,the Contractor shall maintain an up-to-date copy of
such specification at the job site while all such work is in progress.
D. Building Permit: The Contractor shall obtain all building and other permits required as specified elsewhere in
the Contract Documents including local building and Labor and Industries permits. All city fees have been
waived by the City of Northampton.
Northampton Police Station Renovations
Project No.9918
Section 01015-Project Procedures- 1
opk SECTION 01010-SUMMARY OF WORK
1.01 GENERAL REQUIREMENTS
A. Include General Conditions and applicable parts of Division 1 as part of this Section.
B. Examine all other Sections of the Specifications for requirements which affect work under this
Section whether or not such work is specifically mentioned in this Section.
C. Coordinate work with that of all other trades affecting,or affected by work of this Section. Cooperate
with such trades to assure the steady progress of all work under the Contract.
1.02 WORK TO BE PERFORMED
A. Project identification: Northampton Police Station Renovations,Northampton,MA.
B. Project summary:
1. Selective demolition.
2. Drywall and metal stud construction,walls and ceilings and CMU construction.
3. Doors and frames.
4. Plumbing.
5. HVAC.
6. Electrical.
C. Particular project requirements:
1. The building will be occupied the entire time of the contract.
2. Phasing of work to accommodate ongoing functions.
3. Contractor's use of existing facilities:
a) Contractor may use existing toilets.
b) Contractor may use the building's water,power and/or heat.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 01010-Summary of Work- 1
LIST OF DRAWINGS
DWG TITLE
NO.
T1 Title Sheet,Demolition Plan
Al Floor Plan
A2 Reflected Ceiling Plans,Interior Elevations
A3 Schedules,Partition Types,Details
M1 HVAC Floor Plan
E1 First Floor Lighting,Power&Signal Plans&Schedules
P1 Plumbing Plan&Details
Northampton Police Station Renovations
Project No.9918
Section 00800-List of Drawings- 1
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WEEKLY PAYROLL RECORDS REPORT
& STATEMENT OF COMPLIANCE
In accordance with Massachusetts General Law 649, §27B, a true and accurate record
must be kept of all persons employed on the public works project for which the enclosed rates
have been provided. A Payroll Form has been printed on the reverse of this page and includes
all the information required to be kept by law. Every contractor or subcontractor is required to
keep these records and preserve them for a peria&of tluee year sfrom the date of completion of
the contract.
In addition, every contractor and subcontractor is required to submit a copy of their weekly
payroll records to the awarding authority. This is required to be done on a weekly basis. Once
collected, dhe awarding authority is also required to preserve those records for three years.
In addition, each such contractor, subcontractor or public body shall furnish to the
Department of Labor and Workforce Development/Division of Occupational Safety within fifteen
days after completion of its portion of the work a statement, executed by the contractor,
subcontractor or public body who supervises the payment of wages, in the following form:
STATEMENT OF COMPLIANCE
, 19
(Name of signatory party) (Title)
do hereby state:
That I pay or supervise the payment of the persons employed by
_on the
(Contractor,subcontractor or public body) (Building or project)
and that all mechanics and apprentices, teamsters, chauffeurs and laborers employed on
said project have been paid in accordance with wages determined under the provisions
of sections twenty-six and twenty-seven of chapter one hundred and forty nine of the `
General Laws.
Signature
Title
DIVISION OF OCCUPATIONAL SAFETY, 100 CAMBRIDGE STREET, 11TH FL.,BOSTON,MA.02202
annomanow
THE COMMONWEALTH OF MASSACHUSETTS
DEPARTMENT OF LABOR AND WORKFORCE'. DEVELOPMENT
NOW DIVISION OF OCCUPATIONAL SAFETY
a
ARGEO PAUL CELLUCCI ANGELO BUONOPANE
GOVERNOR DIRECTOR
JANE SWIFT ROBERT J. PREZIOSO
LIEUTENANT GOVERNOR • • DEPUTY DIRECTOR
The Massachusetts Prevailing Wage Law
M.G.L..ch. 149,.§§.26_-M, - .. .
NOTICE TO-AWARDING AUTHORITIES
> The enclosed wage schedule applies only to the specific project listed at the top and will
remain in effect for the duration of the project.
> You should request an updated wage schedule from the Division of Occupational Safety
if you have not opened bids or selected a contractor within 90 days of the date of issuance
of the enclosed wage schedule.
> The wage schedule shall be incorporated in any advertisement or call for bids for the
project for which it has been issued.
> Once a contractor has been selected by the awarding authority,the wage schedule shall be
made a part of the contract for that project.
NOTICE TO CONTRACTORS
> The enclosed wage schedule must be posted in a conspicuous place at the work site
during the life of the project.
> The wages listed on the enclosed wage schedule must be paid to employees on public
works projects regardless of whether they are employed by the prime contractor, a filed
sub-bidder, or any sub-contractor.
> The enclosed wage schedule applies to all phases of the project including the final clean-
up. Contractors whose only role is to perform final clean-up must pay their employees
according to this wage schedule.
> All apprentices must be registered with the Massachusetts Division of Apprentice
Training in order to be paid at the reduced apprentice rates. If a worker is not registered
with the Division of Apprentice Training, they must be paid the "total rate" listed on the
wage schedule regardless of experience or skill level. For further information, please call
(617)727-3486 or write to the Division of Apprentice Training, 100 Cambridge Street,
1 I'Floor, Boston,MA 02202.
100 CAMBRIDGE STREET ROOM 1107 • BOSTON, MASSACHUSETTS 02202 • TEL: (617)727-3452 • FAX: (617)727-8022
COMMONWEALTH OF MASSACHUSETTS
Division of Occupational Safety
Minimum wage rates for apprentices employed on public works projects are listed below as a percentage of the
pre-determined hourly wage rate established by the Deputy Director under the provisions of the Massachusetts
General Laws,Chapter 149,Sections 26 through 27D,as ammended
All apprentices must be registered with the Division of Apprentice Training in accordance with M.G.L.Chapter 2
Sections 11 E-11 L
Location: NORTHAMPTON All steps are 6 months(1000 Hours)unless otherwise specifie
Classification Ratio' 1 2 3 4 5 6 7 8 9 10
ASB.ANSULATOR 01:04 50 60 70 80 100 100 100 100 100 100
Steps are 1 year
BOILERMAKER 01:05 60 65 70 75 80 85 90 95 100 100
BRICKIPLASTER 01:03 50 60 70 80 90 95 100 100 100 100
CARPENTER 01:03 40 50 60 70 80 85 90 95 100 100
ELECTRICIAN 1:1 40 45 50 60 70 75 100 100 100 100
Steps 1,2 are 1000 hrs;rest are 1500 hrs.
GLAZIER 1:1 50 56 63 70 76 82 88 95 100 100
HOIST/PORT.ENG. 01:05 50 55 60 65 70 75 85 95 100 100
IRONWORKER 01:07 60 70 75 80 85 90 100 100 100 100
LABORER 1:5 60 70 80 90
LINEMAN 1:2 60 65 70 75 80 85 90 100 100 100
MILLWRIGHT 01:05 45 50 55 60 65 70 75 80 100 100
PAINTER 1:5 50 55 60 65 70 75 80 85 100 100
Steps are 750 hrs.
PLUMB/PIPEFITTR 01:05 35 40 45 50 55 60 65 70 75 80
ROOFER 01:03 40 45 50 55 60 65 70 75 80 85
Step 11 -90%,Step 12-95%;All steps 500 hrs.
SHEET METAL WKR 01:03 40 45 50 55 60 65 70 75 80 85
SPRINKLR FITTR 01:05 40 45 50 55 60 65 70 75 80 85
TELECOMMUNICATION TECHN 01:01 40 43 48 52 57 62 70 80 100 100
Ratios are expressed in allowable number of apprentices to journeymen
or fraction thereof.
Multiple ratios are listed in comment field. Revised: 11/01/1999
THE COMMONWEALTH OF MASSACHUSETTS !1
DEPARTMENT OF LABOR AND WORKFORCE DEVELOPMENT r( �
�' DIVISION OF OCCUPATIONAL SAFETY �, ;ar
Minimum Wage Rates \ y '
ARGEO PAUL CELLUCCI As determined by the Deputy Director under the provisions of the ANGELO BUONOPANE
Goer Massachusetts General Laws,Chapter 149,Section 26 to 27H Dir«tor
JANE SWIFT ROBERT J.PREZIOSO
Lieutenant Govetw Deputy Director
Awarding Authority: CITY OF NORTHAMPTON
Contract Number: City/Town: NORTHAMPTON
Description Of Work: READY ROOM RENOVATIONS @ POLICE STATION
Job Location: CENTER STREET
_ Classification Effective Dates and Total Rates
SPECIALIZED EARTH MOVING EQUIP<35 TONS 12/01/1998 $27.650
SPECIALIZED EARTH MOVING EQUIP>35 TONS 12/01/1998 $27.940
SPRAY OR SANDBLAST-NEW CONST. 07/01/1999 $25.950 12/31/1999 $26.150
SPRAY OR SANDBLAST-REPAINT 07/01/1999 $23.270 12/31/1999 $21470
SPRINKLER FITTER 08/01/1999 $35.550 12/31/1999 $35.850 08/01/2000 $36.850
SWEEPER(NON-CONSTRUCTION) 07/01/1996 $21.280
TELECOMMUNICATION TECHNICIAN 06/01/1999 $23.690 01/01/2000 $24.020 06/01/2000 $24.360 01/0112001 $24.700
TEST BORING DRILLER 06/01/1999 $29.750 12/01/1999 $30.500
TEST BORING DRILLER HELPER 06/01/1999 $28.470 12/01/1999 $29.220
TEST BORING LABORER 06/01/1999 $28.350 12/01/1999 $29.100
THREE AXLE EQUIPMENT DRIVER 12/01/1998 $27.430
TRACTORS 06/01/1999 $28.780 12/01/1999 $29.280 06/01/2000 $29.780 12/01/2000 $30.280
06/01/2001 530.780 12/01/2001 $31.280
TRAILERS FOR EARTH MOVING EQUIPMENT 12/01/1998 $28.230
TREE TRIMMER 02/01/1998 $13.500
TREE TRIMMER GROUNDMAN 02/01/1998 $12.110
TUNNEL WORK(COMP.AIR HAZ.WASTE) 06/01/1999 540.030 12/01/1999 $40.780
TUNNEL WORK(COMPRESSED AIR) 06/01/1999 $38.030 12/01/1999 $38.780
TUNNEL WORK(FREE AIR HAZ.WASTE) 06/01/1999 $32.100 12/01/1999 $32.850
TUNNEL WORK(FREE AIR) 06/01/1999 530.100 12/01/1999 $30.850
TWO-AXLE EQUIPMENT DRIVER 12/01/1998 $27.360
VAC-HAUL 12/01/1998 $27.650
WAGON DRILL OPERATOR 06/07/1999 $23.800 12/06/1999 $24.050 06/05/2000 $24.300 12/04/2000 $24.600
WAGON DRILL OPERATOR(HEAVY&HIGHWAY) 06/01/1999 $24.050 12/01/1999 $24.300
WATER METER INSTALLER 12/01/1996 $26.700
'The Residential Wood Frame Carpenter classification applies only to the construction of new,wood frame residences that do not exceed four stories
including the basement.
This wage schedule shall be posted at the work site.
Failure of the employer to pay the minimum hourly wage rate on public works projects is a violation of M.G.L.c149.
Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,200
Portland St.,Boston,MA 02114;Tel:(617)727-3465.
Revised: 11/01/1999
Rate Sheet: NORTHAMPTON Page:4
THE COMMONWEALTH OF MASSACHUSETTS
DEPARTMENT OF LABOR AND WORKFORCE DEVELOPMENT
DIVISION OF OCCUPATIONAL SAFETYI `
Minimum Wage Rates `''
ARGEO PAUL CELLUCCI As determined by the Deputy Director under the provisions of the ANGELO BUONOPANE
Govenor Massachusetts General Laws,Chapter 149,Section 26 to 27H Director
JANE SWIFT ROBERT J.PREZIOSO
Lieutenant Govenor Deputy Director
Awarding Authority: CITY OF NORTHAMPTON
Contract Number: City/Town: NORTHAMPTON
Description Of Work: READY ROOM RENOVATIONS @ POLICE STATION
Job Location: CENTER STREET
Classification Effective Dates and Total Rates
LASER BEAM OPERATOR(HEAVY&HIGHWAY) 06/01/1999 $24.050 12/01/1999 $24.300
MARBLE,TILE,TERRAZZO FINISHER 06/01/1999 $21.230 01/01/2000 $21.930 07/01/2000 $23.380 02/01/2001 $24.880
08/01/2001 $26.430 03/01/2002 528.030
MARBLE,TILE,TERRAZZO WORKER 06/01/1999 $29.900 01/01/2000 $30.750 07/01/2000 531.600 02/01/2001 $32.650
08/01/2001 $33.700 03/01/2002 534.950
MECHANIC/WELDER/BOOM TRUCK 06/01/1999 $29.270 12/01/1999 $29.770 06/01/2000 530.270 12/01/2000 $30.770
06/01/2001 $31.270 12/01/2001 531.770
MILLWRIGHT 04/01/1999 535.430
OILER 06101/1999 $23.980 12/01/1999 $24.480 06/01/2000 $24.980 12/01/2000 $25.480
06/01/2001 $25.980 12/01/2001 526.480
OTHER POWER DRIVEN EQUIPMENT-CLASS VI 06/01/1999 $23.980 12/01/1999 $24.480 06/01/2000 $24.980 12/01/2000 525.480
06/01/2001 $25.980 12/01/2001 $26.480
PANEL&PICKUP TRUCKS DRIVER 12/01/1998 $27.190
PILE DRIVER 08/01/1999 $34.130
PIPELAYER(HEAVY&HIGHWAY) 06/01/1999 $24.050 12/01/1999 $24.300
PIPELAYERS 06107/1999 523.800 12/06/1999 $24.050 06/05/2000 $24.300 12/04/2000 $24.600
PLASTERER 06/01/1999 $29.900 01/01/2000 $30.750 07/01/2000 $31.600 02/01/2001 $32.650
08/01/2001 533.700 03/01i2002 $34.950
PLUMBER&PIPEFITTER 02/01/1999 532.260
PNEUMATIC DRILL/TOOL OPER(HEAVY&HWY) 06/01/1999 $24.050 12/0111999 $24.300
PNEUMATIC DRILUPOOL OPERATOR 06/07/1999 $23.800 12/06/1999 $24.050 06/05/2000 $24.300 12/04/2000 $24.600
POWDERMAN&BLASTER 06/07/1999 $24.550 12/06/1999 $24.800 06/05/2000 $25.050 12/04/2000 525.350
POWDERMAN&BLASTER(HEAVY&HIGHWAY) 06/01/1999 524.800 12/01/1999 $25.050
POWER SHOVEL/TREE SHREADER 06/01/1999 $29.730 12/01/1999 $30.230 06/01/2000 $30.730 12/01/2000 $31.230
06/01/2001 531.730 12/01/2001 532.230
PUMP OPERATOR(CONCRETE) 06/01/1999 529.730 12/01/1999 $30.230 06/01/2000 $30.730 12/01/2000 $31.230
06/01/2001 531.730 12/01/2001 $32.230
PUMP OPERATOR(DEWATERING.OTHER) 06/01/1999 529.270 12/01/1999 $29.770 06/01/2000 530.270 12/01/2000 $30.770
06/01/2001 $31.270 12/01/2001 $31.770
READY-MIX CONCRETE DRIVER 05/01/1996 520.030
RESIDENTIAL WOOD FRAME CARPENTER• 04/05/1999 $20.730
ROLLER OPERATOR 06/01/1999 $28.780 12/01/1999 $29.280 06/01/2000 529.780 12/01/2000 $30.280
06/01/2001 530.780 12/01/2001 531.280
ROOFER/WATERPROOFER/DAMPROOFER 07/01/1999 527.920
SELF-PROPELLED POWER BROOM 06/01/1999 526.560 12/01/1999 $27.060 06/01/2000 $27.560 12/01/2000 $28.060
06/01/2001 $28.560 12/01/2001 $29.060
SHEETMETAL WORKER 07/01/1999 $31.100 01/01/2000 $31.550 07/01/2000 $32.150 01/01/2001 $32.550
SLATEITILE/PRECAST CONCRETE ROOFER 07/01/1999 $28.700
This wage schedule shall be posted at the work site.
Failure of the employer to pay the minimum hourly wage rate on public works projects is a violation of M.G.L.c149.
Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,200
Portland St.,Boston,MA 02114;Tel: (617)727-3465.
Revised: 1 1/01,1999
Rate Sheet: NORTHAMPTON Page: 3
THE COMMONWEALTH OF MASSACHUSETTS
`S
' DEPARTMENT OF LABOR AND WORKFORCE DEVELOPMENT
DIVISION OF OCCUPATIONAL SAFETYyt
Minimum Wage Rates
ARGEO PAUL CELLUCCI As determined by the Deputy Director under the provisions of the ANGELO BUONOPANE
Gove ' Massachusetts General Laws,Chapter 149,Section 26 to 27H Dirmwr
JANE SWIFT ROBERT J.PREZIOSO
Li tmmt Co Deputy Director
Awarding Authority: CITY OF NORTHAMPTON
Contract Number: City/Town: NORTHAMPTON
Description Of Work: READY ROOM RENOVATIONS @ POLICE STATION
Job Location: CENTER STREET
Classification Effective Dates and Total Rates
FIELD ENG-PARTY CHIEF(BLDG,SITE,HVY CONST) 06/01/1999 $30.230
FIELD ENG-CHIEF OF SURVEY(BLDG,SITE,HVY 06/01/1999 $31.230
CONST)
FIELD ENG-INST./ROD PERSON(BLDG,SITE,HVY 06/01/1999 $27.740
CONST)
FIRE ALARM INSTALLER 07101/1999 $29130 01/01/2000 $30.000 07/01/2000 $30.770 01/01/2001 $31.550
07/01/2001 $32.320 01/01/2002 $33.090
FIRE ALARM REPAIR/MAINTENANCE 06/01/1999 $23.690 01/01/2000 $24.020 06/01/2000 $24.360 01101/2001 $24.700
FIREMAN 06/01/1999 529.270 12/01/1999 $29.770 06/01/2000 530.270 12/01/2000 $30.770
06/01/2001 $31.270 12/01/2001 $31.770
FLAGGER&SIGNALER(HEAVY&HIGHWAY) 06/01/1999 $19100 12/01/1999 $20.050
FLOORCOVERER 10/04/1999 $29.280 04/03/2000 $29.880 10/02/2000 $30.280
FORK LIFT 06/01/1999 $29.470 12/01/1999 $29.970 06/01/2000 $30.470 12/01/2000 $30.970
06/01/2001 $31.470 12/01/2001 $31.970
FOUR&FIVE AXLE EQUIPMENT DRIVER 12/01/1998 $27.550
GENERATORS/LIGHTING PLANTS 06/01/1999 $26.560 12/01/1999 $27.060 06/01/2000 $27.560 12/01/2000 $28.060
06/01/2001 $28.560 12/01/2001 $29.060
GLAZIER 09/24/1997 $29.260
GRADER/TRENCHING MACHINE/DERRICK 06/01/1999 $29.730 12/01/1999 $30.230 06/01/2000 $30.730 12/01/2000 $31.230
06/01/2001 $31.730 12/01/2001 $32.230
HAZARDOUS WASTE LABORER 06/07/1999 $24.300 12/06/1999 $24.550 06/05/2000 $24.800 12/04/2000 $25.100
HAZARDOUS WASTE LABORER(HEAVY&HWY) 06/01/1999 $25.800 12/01/1999 $26.050
HYDRAULIC DRILLS 06/07/1999 $24.300 12/06/1999 $24.550 06/05/2000 $24.800 12/04/2000 $25.100
HYDRAULIC DRILLS(HEAVY&HIGHWAY) 06/01/1999 $24.550 12/01/1999 $24.800
INSULATOR(PIPES&TANKS) 01/01/1999 $30.150
IRONWORKER 07/05/1999 $33.160 07/01/2000 $33.760 01/01/2001 $34.310
LABORER 06/07/1999 $23.550 12/06/1999 $23.800 06/05/2000 $24.050 12/04/2000 $24.350
LABORER(HEAVY&HIGHWAY) 06/01/1999 $23.800 12/01/1999 $24.050
LABORER:CARPENTER TENDER 06/07/1999 $23.550 12/06/1999 523.800 06/05/2000 $24.050 12/04/2000 524350
LABORER:CARPENTER TENDER(HEAVY&HIGHWAY) 06/01/1999 $23.800 12/01/1999 $24.050
LABORER:CEMENT FINISHER TENDER 06/07/1999 523.800 12/06/1999 $24.050 06/05/2000 $24.300 12/04/2000 $24.600
LABORER:CEMENT FINISHER TENDER(HEAVY& 06/01/1999 $23.800 12/01/1999 524.050
HIGHWAY)
LABORER:MASON TENDER 06/07/1999 523.800 12/06/1999 $24.050 06/05/2000 $24.300 12/04/2000 $24.600
LABORER:MASON TENDER(HEAVY&HIGHWAY) 06/01/1999 $24.050 12/01/1999 524.300
LABORER:MULTI-TRADE TENDER 06/07/1999 $23.550 12/06/1999 523.800 06/05/2000 $24.050 12/04/2000 $24.350
LABORER:MULTI-TRADE TENDER(HEAVY& 06/01/1999 $23.800 12/01/1999 $24.050
HIGHWAY)
LASER BEAM OPERATOR 06/07/1999 $23.800 12/06/1999 $24.050 06/05/2000 $24300 12/04/2000 $24.600
This wage schedule shall be posted at the work site.
Failure of the employer to pay the minimum hourly wage rate on public works projects is a violation of M.G.L.049.
Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,200
Portland St., Boston, MA 02114;Tel: (617)727-3465.
Revised: 11/01/1999
Rate Sheet: NORTHAMPTON Page: 2
e
THE COMMONWEALTH OF MASSACHUSETTS
DEPARTMENT OF LABOR AND WORKFORCE DEVELOPMENT
r .t.
DIVISION OF OCCUPATIONAL SAFETY1tir ' `
,
-'-� g
Minimum Wage Rates �.
`.7 -V
ARGEO PAUL CELLUCCI As determined by the Deputy Director under the provisions of the ANGELO BUONOPANE
Govemr Massachusetts General Laws,Chapter 149,Section 26 to 27H Director
JANE SWIFT ROBERT J.PREZIOSO
Lieutmmt Covetor Deputy Director
Awarding Authority: CITY OF NORTHAMPTON
Contract Number: City/Town: NORTHAMPTON
Description Of Work: READY ROOM RENOVATIONS @ POLICE STATION
Job Location: CENTER STREET 7 J
Classification Effective Dates and Total Rates
AIR TRACK OPERATOR 06/07/1999 $24.300 12/06/1999 $24.550 06/05/2000 $24.800 12/04/2000 $25.100
AIR TRACK OPERATOR(HEAVY&HIGHWAY) 06/01/1999 $24.550 12/01/1999 $24.800
ASBESTOS REMOVER 05/07/1999 $24.300 12/06/1999 $24.550 06105/2000 $24.800 12/04/2000 $25.100
ASBESTOS REMOVER(HEAVY&HIGHWAY) 06/01/1999 $25.800 12/01/1999 $26.050
ASBESTOS WORKER(PIPES&TANKS) 01/01/1999 $30.150
ASPHALT RAKER 06/07/1999 $23.800 12/06/1999 $24.050 06/05/2000 $24.300 12/04 12000 $24.600
ASPHALT RAKER(HEAVY&HIGHWAY) 06/01/1999 $24.050 12/01/1999 $24.300
BATCH/CEMENT PLANT-ON SITE 06/01/1999 $29.270 12/01/1999 $29.770 06/01/2000 $30.270 12/01/2000 $30.770
06/01/2001 $31.270 12/01/2001 $31.770
BLOCK PAVER,RAMMER/CURB SETTER 06/07/1999 $24.300 12/06/1999 $24.550 06/05/2000 $24.800 12/04/2000 $25.100
BLOCK PAVER,RAMMER/CURB SETTER(HVY&HWY) 06101/1999 $24.550 12/01/1999 $24.800
BOILERMAKER 01/01/1997 $34.350
BRICKLAYER/WATERPROOFER 06/01/1999 $29.900 01/01/2000 $30.750 07/01/2000 $31.600 02/0112001 $32.650
08/01/2001 $33.700 03/01/2002 $34.950
BRIDGE PAINTING 07/01/1999 $38.730 12/31/1999 $38.830
BRUSH-NEW CONST./TAPER 07/01/1999 $24.950 12/31/1999 $25.150
BRUSH-REPAINT/TAPER 07/01/1999 $22.270 12/31/1999 $22.470
BULLDOZERISCRAPER 06/01/1999 $29.270 12/01/1999 $29.770 06/01/2000 $30170 12/012000 $30.770
06/01/2001 $31.270 12/01/2001 $31.770
CAISSON&UNDERPINNING BOTTOM MAN 06/01/1999 $29.300 12/01/1999 $30.050
CAISSON&UNDERPINNING LABORER 06/01/1999 $28.350 12/01/1999 $29.100
CAISSON&UNDERPINNING TOP MAN 06/01/1999 $28.350 12/01/1999 $29.100
CARPENTER 10/04/1999 $29.280 04/03/2000 $29.880 10/02/2000 $30.280
CEMENT MASON/FIMSHER 06/01/1999 $29.900 01/01/2000 $30.750 07/01/2000 $31.600 02/012001 $32.650
08/01/2001 $33.700 03/012002 $34.950
COMPRESSOR OPERATOR 06/01/1999 $29.270 12/01/1999 $29.770 06/01/2000 $30.270 12/01/2000 $30.770
06/01/2001 $31.270 12/01/2001 $31.770
CRANE/BACKHOE/FRONT-END LOADER OPERATOR 06/01/1999 $29.730 12/01/1999 $30.230 06/01/2000 $30.730 12/0112000 $31.230
06/01/2001 $31.730 12/01/2001 $32.230
DELEADER 08/01/1993 $21.070
DIVER 08/01/1999 $45.780
DIVER TENDER 08/01/1999 $34.130
ELECTRICIAN 07/01/1999 $29.230 01/01/2000 $30.000 07/01/2000 $30.770 01/01/2001 $31.550
07/01/2001 $32.320 01/01/2002 $33.090
ELEVATOR CONSTRUCTOR 10/01/1999 $36.830
ELEVATOR CONSTRUCTOR HELPER 10/01/1999 $27.810
FENCE&GUARD ERECTOR 06/07/1999 $23.550 12/06/1999 $23.800 06/05/2000 $24.050 12/04/2000 $24.350
FENCE&GUARD RAIL ERECTOR(HEAVY&HWY) 06/01/1999 $24.050 12/01/1999 $24.300
This wage schedule shall be posted at the work site.
Failure of the employer to pay the minimum hourly wage rate on public works projects is a violation of M.G.L.c149-
Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,200
Portland St., Boston, MA 02114;Tel: (617)727-3465.
Oft Revised: 11/01/1999
Rate Sheet: NORTHAMPTON Page: 1
17.5 Sanctions
17.5.1 If the Contractor fails to comply with the terms of these conditions,the City may
(a) suspend any payment for the Work that should have been but was not performed by an
MBE pursuant to the Participation Schedule;or
(b) require specific performance of the Contractor's obligation under this Article 17 by
requiring the Contractor to contract with an MBE selected by the Contractor and agreed
to by the City for any Work remaining,at no additional cost to the owner.
17.5.2 To the extent that the Contractor has not complied with the terms of these conditions,the
City may withhold from any periodic payment monies equivalent to the product of the percentage of completion
times the MBE dollar amount,minus the amount already paid to MBE's for Work performed under the contract,
minus any payments already withheld.
17.5.3 In addition to the remedies provided under 17.5.1 and 17.5.2 the City may suspend or
terminate this contract in whole or in part,or may call upon the Contractors'surety to perform all terms and
conditions in the contract.
17.5.4 In any proceedings involving the imposition of sanctions,the City may not impose
sanctions if it finds that the Contractor has taken every possible measure to comply with this Article 17,and that
good cause exist for some other justifiable reason for waiving this Article in whole or in part.
To demonstrate every possible measure,the Contractor will furnish
(a) the name of each firm solicited for quotations on each Subcontract,the price quoted by each,and whether
or not the firm solicited was a minority;
(b) the reason for not Subcontracting with a minority firm when applicable;
(c) evidence showing efforts by the Contractor to supplement its own and SOMBA lists of minority business
sources by contacting the Small Business Administration,trade organizations,the Services Administration
(US Government),minority contractors'organizations,community organizations and other likely sources
of names of additional minority or woman-owned business firms capable of performing the Work;and
(d) evidence showing other efforts to comply with this Article 17.
The City may then determine that no such substitute minority Contractors exist.
17.6 Hearings and Appeals
17.6.1 The Awarding Authority shall not impose any sanctions under Paragraph 17.5 unless the
Contractor, SOMBA and any interested party shall have been given an opportunity to present testimony at an
administrative conference held by the Department, and the Department determines in its sole discretion that the
sanctions are justified by the supporting circumstances presented at the Administration Conference.
7.6.2 A Contractor shall have the right to request the City to suspend any or all sanctions imposed
under Paragraph 17.5 upon showing that he/she is in compliance with this Article 17.
END OF ARTICLES 1-17
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(d) Whenever a joint venture with an MBE participant files a bid or sub-bid,and requests a
credit as an MBE,that bid must be accompanied by the joint venture agreement for that
joint venture.
17.4 Compliance
17.4.1 If the Participation Schedule is materially incomplete,the City may consider the bid
informal as to substance and reject the bid. If the schedule is incomplete in other respects,the City may consider the
bid informal as to form and may waive the informalities upon the satisfactory completion of the required
information by the bidder and the minority Contractor as applicable.
17.4.2 If the Awarding Authority finds that the amount of MBE participation submitted by the
bidder on his/her schedule does not meet the 5%goal, it will reject the bidder's proposal and fmd such bidder
ineligible for award of this contract.
17.4.3 A General bidder shall not change the MBE's listed in his/her Schedule or make any other
such MBE substitutions without the written approval of the City as to certification and notification to SOMBA.
17.4.4 Prior to and as a condition of signing the Owner-Contractor Agreement,the Contractor
shall furnish the City and SOMBA with signed copies of Subcontracts and approved purchase orders executed
between him/her and each of the MBE's listed on the Participation Schedule. If a listed MBE Contractor fails to
obtain a performance or payment bond when requested by the bidder to do so,said failure shall not entitle the bidder
to avoid the requirements of this Article 17.
17.4.5 The Contractor shall not terminate any sub-contract for,nor perform with his/her own
organization,nor assign to any other contractor or Subcontractor,work designated to an MBE on the Participation
Schedule without the written approval of the City and notification to SOMBA. Such approval shall be withheld until
the Contractor demonstrates that the Participation Amount is still met for any substituted MBE,provided
however,that compliance with this paragraph shall not limit the terms of M.G.L. Chapter 149, Section 44F.
17.4.6 Any changes or substitutions of the officers or stockholders in an MBE that reduces the
minority or woman ownership or control to less than the requisite percentage will result in the automatic revocation
of that MBE's or WBE's certified status.
If an MBE listed on the Schedule has its certified status revoked,the Contractor shall consider his/her compliance
with this Article 17 terminated and must proceed as outlined in the following paragraph.
17.4.7 Any bidder or Contractor must provide information as its is necessary in the judgement of
the City or SOMBA to ascertain compliance with the terms of this Article 17.
17.4.8 If the Contractor desires to comply with this Article 17,but for reasons beyond his/her
control cannot do so in accordance with the Participation Schedule,the Contractor must submit to the City the
reason for his/her inability to comply and proposed revisions to the Participation Schedule stating how conditions of
this Article 17 are to be met.
17.4.9 Failure to comply with any provisions of Article 17 shall constitute a substantial violation
and breach the Owner-Contractor agreement.
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000k 17.2 Conditions: All Contractors, Subcontractors, Sub-subcontractors,and the like agree to be bound by
the commitments and obligations outlined in the sections below,as applicable.
17.2.1 The apparent low general bidder must submit a Letter of Intent within five days of the bid
opening,as required by the Instructions to Bidders. All Bidders must submit a MBE Participation Schedule with
their bids. This schedule shall list those MBE's with whom the Contractor intends to directly subcontract,and also
any MBE's listed by filed sub-bidders. Said schedule shall state the amount to be paid each MBE.
The amount of participation of MBE's listed in this schedule must total at least 5%. MBE's listed on this schedule
must be on the SOMBA list of approved MBE's at the time of the receipt of bids.
17.2.2 Subcontractors are encouraged,but not required to Subcontract portions of their work to
MBE's. Participation forms,available with the bidding documents,shall be used to list those MBE's with whom
they wish to sub-subcontract and the dollar amount of those proposed sub-subcontracts.
17.2.3 Material suppliers will be considered for compliance under paragraphs 17.2.1 and 17.2.2.
17.3 Determination of MBE Status
17.3.1 Any Contractor,Subcontractor or Sub-Subcontractor may apply to SOMBA for MBE
status. Applications must be made on the application form prepared by SOMBA and available from SOMBA.
Applicants can be certified only by SOMBA,and certification as a"Minority Business"by other agencies does not
fulfill the requirements of this Article 17.
17.3.2 SOMBA will be responsible for preparing,publishing,and updating a list of certified
minority-owned contracting and Subcontracting businesses. The list that is most current at the time the Work is
advertised shall govern,and bidders are expected to use it as a reference source in meeting the requirements of this
Article 17.
17.3.3 Submission of an application to SOMBA does not constitute certification by SOMBA.
SOMBA requires a minimum of thirty(30)days from the receipt of a completed application to make its decision
regarding the certification of an MBE applicant.
17.3.4 Joint Ventures
(a) In the case of a joint venture between an MBE and a non-certified business,the joint
venture shall be certified by SOMBA if the certified MBE shall have at least 51%
control over the management and receipt of profits of the project bid upon.
(b) In the case of a joint venture between an MBE and a non-certified business in which
the MBE does not exercise more than 51%control over management and profits,the
joint venture shall be entitled to a credit as an MBE for that proportion of the joint
venture's contract equal to the MBE participation in the joint venture, except in the case
of(c)below.
(c) Whenever a bid is filed by a joint venture with an MBE participant in the joint venture
that does not exercise more than 51%control over management and profits,that joint
venture shall be entitled to credit as an MBE for the lesser of the following amounts:
(1) that proportion of the joint venture's item 1 price equal to the MBE participation in
the joint venture,or(2) 25%of the Amount of Participation.
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A""-.
17. ARTICLE 17
NORTHAMPTON MINORITY BUSINESS ENTERPRISE PROGRAM
17.1 Definitions: For purposes of this program,the following definitions shall prevail:
17.1.1 "Minority"means a person who is a citizen or permanent resident of the United States and
who is either
(a) Black(persons having origins in any of the Black racial groups of Africa.)
(b)Hispanic(persons of Mexican,Puerto Rican,Cuban, Central or South American origin);
(c) Native American(persons having origins in any of the original peoples of North
America, and who are recognized as native Americans by a tribal organization);
(d)Eskimo&Aleut(persons having origins in any of the original peoples of Northern
Canada,Greenland,AIaska,and Eastern Siberia);
(e) Asian(persons having origins in any of the original peoples of the Far East, Southeast
Asia,the Indian Subcontinent or the Pacific Islands,for example-China,Japan,Korea,
the Phillipine Islands, Samoa); or
(f) Cape Verdean(persons having origins in any of the original peoples of Cape Verde
Islands who are of Black African origin).
17.1.2 "SOMBA"means the State Office of Minority Business Assistance, 100 Cambridge Street,
Room 1300, Boston,Massachusetts 02202.
17.1.3 "Department"means the Department of Community Affairs as defined in the
Supplementary Conditions.
17.1.4 "Minority Business Enterprise" (MBE) means a business organization,certified by
SOMBA,which can demonstrate that:
(a) minority persons beneficially own and control at least 51%of the business:
(b)minority persons have dominant control in the management and operation of the
business;
(c) minority persons have made a substantial investment in the business; and
(d)the business is an on-going concern,not created solely for the purpose of taking
advantage of set-aside programs.
17.1.5 "Amount of Participation"means the actual dollar amount to be paid to MBE's for Work
performed on this Contract in accordance with this program.
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report of non-compliance to the Department which will then conduct an investigation and should it find such
Contractor to be in non-compliance,it will recommend,in a final report,the imposition of one or more of the
sanctions listed below. If,however,the Department believes the Contractor has taken or is taking every possible
measure to achieve compliance, it shall not make a final report of non-compliance. Within fourteen days of a final
report the Department shall after due notice and an opportunity to be heard,move to impose one or more the
following sanctions to attain full and effective compliance:
a. For each week that the Contractor fails or refuses to comply,the Department may recover
from the Contractor, 1/100 of 1%of the contract award price or$1000 whichever sum is
greater, in the nature of liquidated damages or if a Subcontractor is in non-compliance,
the Department may recover from the Contractor, 1/10 of 1%of the Subcontract price,or
$400 whichever sum is greater, in the nature of liquidated damages, to be assessed by the
Contractor as a back charge against the subcontractor for each week that such party fails
or refuses to comply.
b. The suspension of any payment or part thereof due under the contract until such time as
the Contractor is able to demonstrate his compliance with the terms of the contract;
C. The termination or cancellation of the Contract, in whole or in part,unless the Contractor
is able to demonstrate within a specified time his compliance with the terms of the
Contract;
d. The denial to the Contractor of the right to participate in any future contracts awarded by
the Department for a period of up to three years.
16..6..3. If at any time after the imposition of one or more of the above sanctions a Contractor is
able to demonstrate that he is in compliance with these regulations he may request the Department in consultation
with the City,to suspend the sanctions conditionally,pending a final determination by the Department as to whether
the Contractor is in compliance. After receiving a final report, the Department shall either lift the sanctions or
reimpose them.
16..7. Certification
16..7..1. The Contractor's Certification Form must be signed by all successful low bidders prior to
award by the City.
16.3.2. The Contractor receiving the award of the contract shall be required to obtain from each
of its Subcontractors filed or nonfiled and submit to the City prior to the performance of any Work under said
Subcontract,a certification by said Subcontractor,regardless of tier, that it will comply with the minority manpower
ratio and specific affirmative action steps. The form for this certificate shall be as shown under the"Form of
Subcontract", in the "Contract Forms"section of this document.
16..7..3. In order to ensure that the said Subcontractors'certification becomes a part of all
Subcontracts under the prime contract,no Subcontract shall be executed until an authorized representative of the
City administering this project has determined,in writing,that the said certification has been incorporated in such
Subcontract,regardless of tier. Any Subcontract executed without such written approval shall be void.
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ork-
16..3..2. Referrals: In the hiring of minority journeymen,apprentices,trainees and advanced
trainees,the Contractor shall rely on referrals from a multiemployer affirmative action program approved by the
Department or The Commission;three agencies designated by the Liaison Committee:and traditional referral
methods utilized by the construction industry, where such referrals are need to meet minority hiring requirements.
The Contractor shall keep accurate records of such requests for referrals.
16.3.3. Records of employment referral orders,prepared by the Contractor,shall be made
available to the City and to the Liaison Committee on request.
16.3..4. The Commission,or designee of the City,and a designee of the Liaison Committee shall
each have right of access to the construction site.
16.4. Work Force Tables
16..4..1. Quarterly Projected Work Force: The Contractor shall prepare projected work force
tables on a quarterly basis. These shall be broken down into projections by week of workers required in each trade.
Updated copies shall be furnished to the City's EEO Officer and the Liaison Committee,one week in advance of the
commencement of work and of each quarter thereafter. Quarters shall begin on January 1,April 1,July 1 and
October 1. No work shall begin until projected work force tables are received by the City's EEO Officer.
16..4..2. Weekly Actual Work Force Table: The Contractor shall prepare a report due after each
week of activity,reflecting the actual working hours of all personnel identified as minority or non-minority. It shall
be received by the City and the Liaison Committee no later than Friday following the week reported.
16..5. Liaison Committee
16..5..1. The Contractor(or his agent,if any,designated by him as the on-site Equal Employment
Opportunity Officer)shall recognize the Liaison Committee as an affirmative action body,and shall establish a
continuing working relationship with the Liaison Committee,consulting with the Liaison Committee on all matters
related to minority recruitment, referral, employment and training.
16..6. Compliance-Information,Reports and Sanctions
16..6..1. The Contractor will provide all information and reports required by the City or the
Department on instructions issued by either of them and will permit access to its facilities and any books,records,
accounts and other sources of information which may be determined by the City or the Department to affect the
employment of personnel. This provision shall apply only to information pertinent to the Commonwealth's
affirmative action contract requirements. Where information required is in the exclusive possession of another who
fails or refuses to furnish this information, the Contractor shall so certify to the City or the Department as
appropriate and shall set forth what efforts he has made to obtain the information.
16..6..2. Whenever the City's EEO Officer,the MCAD,the Department or the Liaison Committee
believes the Contractor may not be operating in compliance with the terms of these requirements,the Department
shall conduct an investigation,and may confer with the parties,to determine if such Contractor is operating in
compliance with the terms of this section. No investigation by the Department shall be initiated without prior notice
to the Contractor. If the Department finds the Contractor not in compliance, it shall make a preliminary report on
non-compliance, and notify such Contractor in writing of such steps as will in the judgement of the Department
bring such Contractor into compliance. A copy of such report shall be sent to the Department's Affirmative Action
Officer. In the event that such Contractor fails or refuses to fully perform such steps, the Department shall make a
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project,the Commission,and such other representatives as may be designated by the Commission in conjunction
with the administering agency or agencies.
16..1..5. T.E.O.Officer"refers to Equal Employment Opportunity Officer, those person
designated by the Contractor,the City,or any other agency or party having jurisdiction in this contract,that serve in
a capacity to implement this Article.
16..2. Conditions: During the performance of this Contract,the Contractor for himself,his assignees, and
successors in interest,agrees as follows:
16..2..1. For Work under this Contract,a Contractor shall not discriminate against any employee
or applicant for employment because of race,color,religious creed,national origin,age,handicap,or sex. The
aforesaid provision shall include,but not be limited to, the following: employment upgrading,demotion or transfer;
recruitment advertising;recruitment layoff, termination;rates of pay or other forms of compensation;conditions or
privileges of employment;and selection for apprenticeship. The Contractor shall post in conspicuous places,
available for employees and applicants for employment,notices to be provided by the Commission setting forth the
provisions of the Fair Employment Practices Law of the Commonwealth.
16.1.1. For Work under this Contract,a Contractor shall undertake in good faith affirmative
action measures designed to eliminate any discriminatory barriers in the terms and conditions of employment of the
grounds of race,color, religious creed,national origin,age,handicap, or sex, and to eliminate and remedy any
effects of such discrimination in the past. Such affirmative action shall entail positive and aggressive measures to
ensure equal opportunity in the areas of hiring,upgrading,demotion or transfer,recruitment,layoff or termination,
rate of compensation, and in-service or apprenticeship training programs. This affirmative action shall include all
action required to guarantee equal employment opportunity for all persons,regardless of race,color,religious creed,
national origin,age or sex. A purpose of this provision is to ensure to the fullest extent possible an adequate supply
of skilled tradesmen on this public construction project.
16..2..3. For Work under this Contract a Contractor will not discriminate on grounds of race,
color,religious creed,national origin,age or sex in employment practices, in the selection or retention of
Subcontractors, or in the procurement of materials and rentals of equipment.
16..2..4. If a Contractor shall use any Subcontractor on any work under this contract,he shall take
affirmative action to negotiate with qualified minority Subcontractors. This affirmative action shall cover both pre-
bid and post-bid periods. It shall include notification to the State Office for Minority Business Assistance
(SOMBA)or its designees,while bids are in preparation, of all products,Work,or services for which the Contractor
intends to negotiate bids.
16.2.5. In solicitations either by competitive bidding or negotiation made by a Contractor either
for Work under a Subcontractor or for the procurement of materials or equipment,each potential Subcontractor or
supplier shall be notified in writing of the Contractor's obligations under this Contract relative to nondiscrimination
and affirmative action.
16.3. Minority Goal
16..3..1. As part of his obligation of remedial action under the foregoing section, the Contractor
shall maintain on this project a percent ratio of minority employee man-hours in each job category not less than Five
(5)percent. Such job categories shall include but not be limited to bricklayers, carpenters, cement masons,
electricians, ironworkers, operating engineers, and those "classes of Work" enumerated in Section 44C of Chapter
149 of the Massachusetts General Laws.
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15. ARTICLE 15
LABOR REQUIREMENTS OF THE COMMONWEALTH OF MASSACHUSETTS
15..1. Labor Laws
15..L.1. The Contractor and the Subcontractors shall conform to applicable provisions of M.G.L.
Chapter 149,as amended.
15..1..2. No laborer,workman,mechanic,foreman or inspector working in the employment of the
Contractor, Subcontractor or other person doing or contracting to do the whole or part of the Work contemplated by
this Contract,shall be required or permitted to work any more than eight hours in any one day, or more than 48
hours in any one week, or more than six days in any one week,except in cases of emergency.
15..1..3. Every employee on the Work shall lodge,board,and trade where and with whom he
elects,and the Contractor and any Subcontractor shall not directly or indirectly require,as a condition of
employment in said Work,that an employee lodge,board,or trade at a particular place or with a particular person.
15..1..4. The Contractor and each Subcontractor shall give preference in employment of
mechanics,apprentices, teamsters, chauffeurs and laborers, first to citizens of the Commonwealth who have been
residents of the Commonwealth for at least six months at the commencement of their employment and who are
veterans as defined in clause 43 of Section 7 of Chapter 4 of the General Laws,and who are qualified to perform the
Work to which the employment relates;and secondly,to citizens of the Commonwealth generally,and if they
cannot be obtained in sufficient numbers,then to citizens of the United States.
15..2. Executive Orders
15..2..1. The Contractor shall comply with the provisions of M.G.L. Chapter 151B; Executive
Order No. 227,Governor's Code of Fair Practices,amending and Revising Executive Orders No. 116 and 117;
Executive Order No. 237 pertaining to minority and women business development;Executive Order No. 246
pertaining to the handicapped and all regulations promulgated pursuant thereto. The aforementioned law,Executive
Orders, and regulations are incorporated herein by reference and made a part of this Contract.
16. ARTICLE 16
NORTHAMPTON CONTRACT COMPLIANCE PROGRAM
16..1.Definitions: For purposes of this program,the following additional definitions shall prevail:
16..1..1. "Minority"refers to Asian-Americans,Blacks, Spanish Surnamed Americans,North
American Indians, and Cape Verdeans.
16..1..2. "Commission"or"MCAD"refers to the Massachusetts Commission Against
Discrimination.
16..1..3. "Contractor"refers to the Contractor and all Subcontractors,Filed, and Unfiled.
16..1..4. "Liaison Committee" refers to a body established for the life of this Contract at the
discretion of the Commission,composed of one representative each from the agency or agencies administering this
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'"" to,and not in substitution of, such guarantees or warranties as may be required in the various Sections of the
Specifications.
14. ARTICLE 14
TERMINATION OF THE CONTRACT
14..1. Termination By the Contractor
14..L.1. If the Work is stopped for a period of 30 days under any order of any court or other
public Authority having jurisdiction or as a result of an act of government,such as a declaration of a national
emergency make materials unavailable,through no act or fault of the Contractor or a Subcontractor,or their
Designers or employees,or any other person performing any of the Work under a contract with the Contractor,then
the Contractor may,upon seven additional days'written notice to the Owner and Designer,terminate the Contract
and recover from the Owner payment for all Work executed and for any proven loss sustained upon any materials,
equipment, tools, construction equipment and machinery, including reasonable profit and damages.
14..2. Termination By The Owner
14..2..1. If the Contractor is adjudged a bankrupt,or if he makes a general assignment for the
benefit of his creditors,or if a receiver is appointed on account of his insolvency,or if he persistently or repeatedly
refuses or fails,except in cases for which extension of time is provided,to supply enough properly skilled workmen
or proper materials,or if he fails to make prompt payment to Subcontractors or for materials or labor,or persistently
disregards laws, ordinances,rules,regulations or orders of any public authority having jurisdiction,or otherwise is
guilty of a substantial violation of a provision of the Contract Documents,then the Owner,upon certification by the
Designer that sufficient cause exists to justify such action may,without prejudice to any right or remedy and after
giving the Contractor and his surety, if any,seven days'written notice,terminate the employment of the Contractor
and take possession of the site and of all materials,equipment,tools,construction equipment and machinery thereon
owned by the Contractor and may finish the Work by whatever method he may deem expedient. In such case the
Contractor shall not be entitled to receive any further payment until the Work is finished.
14.2.2. If the unpaid balance of the Contract Sum exceeds the costs of finishing the Work,
including compensation for the Designer's additional services made necessary thereby,such excess shall be paid to
the Contractor. If such costs exceed the unpaid balance,the Contractor shall pay the difference to the Owner. The
amount to be paid to the Contractor or to the Owner,as the case may be, shall be certified by the Designer,upon
application,in the manner provided in Paragraph 9.4,and this obligation for payment shall survive the termination
of the Contract.
SUPPLEMENTARY CONDITIONS
PART 2 -ADDITIONAL CONDITIONS
Articles set forth under Part 2 of this section are additional conditions not covered in the A.I.A. General Conditions.
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termination of the Contract. The Owner shall give such notice promptly after discovery of the condition.
13..2.3. The Contractor shall remove from the site all portions of the Work which are defective
or non-conforming and which have not been corrected under Subparagraphs 4.5.1, 13.2.1 and 13.2.2,unless
removal is waived by the Owner.
13..2..4. If the Contractor fails to correct defective or nonconforming Work as provided in
Subparagraphs 4.5.1, 13.2.1 and 13.2.2,the Owner may correct it in accordance with Paragraph 3.4.
13..2..5. If the Contractor does not proceed with the correction of such defective or non-
conforming Work within a reasonable time fixed by written notice from the Designer,the Owner may remove it and
may store the materials or equipment at the expense of the Contractor. If the Contractor does not pay the cost of
such removal and storage within ten days thereafter,the Owner may upon ten additional days'written notice sell
such Work at auction or at private sale and shall account for the net proceeds thereof,after deducting all the costs
that should have been borne by the Contractor,including compensation for the Designer's additional services made
necessary thereby. If such proceeds of sale do not cover all costs which the Contractor should have borne,the
difference shall be charged to the Contractor and an appropriate Change Order shall be issued. If the payments then
or thereafter due the Contractor are not sufficient to cover such amount,the Contractor shall pay the difference to
the Owner.
13.2.6. The Contractor shall bear the cost of making good all work of the Owner or separate
contractors destroyed or damaged by such correction or removal.
11.2..7. Nothing contained in this Paragraph 13.2 shall be construed to establish a period of
limitation with respect to any other obligation which the Contractor might have under the Contract Documents,
including Paragraph 4.5 hereof. The establishment of the time period of one year after the Date of Substantial
Completion or such longer period of time as may be prescribed by law or by the terms of any warranty required by
the Contract Documents relates only to the specific obligation of the Contractor to correct the Work, and has no
relationship to the time within which his obligation to comply with the Contract Documents may be sought to be
enforced,nor to the time within which proceedings may be commenced to establish the Contractor's liability with
respect to his obligations other than specifically to corr ect the Work.
13.3. Acceptance of Defective or Non-Conforming Work
13..3..1. If the Owner prefers to accept defective or nonconforming Work,he may do so instead
of requiring its removal and correction, in which case a Change Order will be issued to reflect a reduction in the
Contract Sum where appropriate and equitable. Such adjustment shall be effected whether or not final payment has
been made.
11.4. Special Guarantees And Warranties
13..4..1. All guarantees and warranties required in the various Sections of the Specifications
which originate with a Subcontractor or manufacturer must be delivered to the Designer before final payment to the
Contractor may be made for the amount of that subtrade or for the phase of Work to which the guarantee or
warranty relates.
11.4..2. The failure to deliver a required guarantee or warranty shall be held to constitute a
failure of the Subcontractor to fully complete his Work in accordance with the Contract Documents.
13..4.3. The Contractor's obligation to correct Work as set forth in Paragraph 13.2 is in addition
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phr, endangering life or property in which case the Contractor shall proceed in accordance with Paragraph 10.3.No such
claim shall be valid unless so made. If the Owner and the Contractor cannot agree on the amount of the adjustment
in the Contract Sum, it shall be determined by the Designer. Any change in the Contract Sum resulting from such
claim shall be authorized by Change Order.
12.3..2. If the Contractor claims that additional cost is involved because of,but not limited to,(1)
any written interpretation pursuant to Subparagraph 2.2.8,(2)any order by the Owner to stop the Work pursuant to
Paragraph 3.3 where the Contractor was not at fault,(3)any written order for a minor change in the Work issued
pursuant to Paragraph 12.4,or(4)failure of payment by the Owner pursuant to Paragraph 9.7,the Contractor shall
make such claims as provided in Subparagraph 12.3.1,except as set forth in Subparagraph 3.3.2 of the
Supplementary Conditions.
12..4. Minor Changes in the Work
12..4..1. The Designer will have authority to order minor changes in the Work not involving an
adjustment in the Contract Sum or an extension of the Contract Time and not consistent with the intent of the
Contract Documents. Such changes shall be effected by written order, and shall be binding on the Owner and the
Contractor. The Contractor shall carry out such written orders promptly.
13. ARTICLE 13
UNCOVERING AND CORRECTION OF WORK
13..1. Uncovering of Work
13..1..1. If any portion of the Work should be covered contrary to the request of the Designer or
to requirements specifically expressed in the Contract Documents,it must, if required in writing by the Designer,be
uncovered for his observation and shall be replaced at the Contractor's expense.
11.1..2. If any other portion of the Work has been covered which the Designer has not
specifically requested to observe prior to being covered,the Designer may request to see such Work and it shall be
uncovered by the Contractor. If such Work be found in accordance with the Contract Documents,the cost of
uncovering and replacement shall,by appropriate Change Order,be charged to the Owner. If such Work be found
not in accordance with the Contract Documents,the Contractor shall pay such costs unless it be found that this
condition was caused by the Owner or a separate contractor as provided in Article 6, in which event the Owner shall
be responsible for the payment of such costs.
13..2. Correction of Work
13..2..1. The Contractor shall promptly correct all Work rejected by the Designer as defective or
as failing to conform to the Contract Documents whether observed before or after Substantial Completion and
whether or not fabricated,installed or completed. The Contractor shall bear all costs of correcting such rejected
Work, including compensation for the Designer's additional services made necessary thereby.
13..2..2. If,within one year after the Date of Substantial Completion of the Work or designated
portion thereof or within one year after acceptance by the Owner of designated equipment or within such longer
period of time as may be prescribed by law or by the terms of any applicable special warranty required by the
Contract Documents, any of the Work is found to be defective or not in accordance with the Contract Documents,
the Contractor shall correct it promptly after receipt of a written notice from the Owner to do so unless the Owner
has previously given the Contractor a written acceptance of such condition. This obligation shall survive
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Owl 3. Rental value at fair market rental rates of equipment and machinery employed directly on the Work(hand
tools and minor equipment excluded):
4. A percentage amount of 25%of item 2 above to cover Workman's Compensation,F.I.C.A.,and
unemployment contributions.
For Work performed by the Contractor with his own forces there shall be added a percentage fee for the Contractor
equal to 15%of the total of Items 1,2,3 hereinabove.
For Work performed by a filed or non-filed Subcontractor there shall be added a percentage fee for the
Subcontractor equal to 15%of the total of Items 1,2,3 hereinabove. To this total amount of the Subcontractor's
price there may be added an additional percentage fee of 10%for the Contractor.
The percentage fee shall be compensation to cover the cost of supervision,layout, overhead,bonds,profit,and all
other expenses which are not included in the cost of the Work as defined above.
Pending final determination of cost to the Owner,payments on account shall be made on the Designer's Certificate
for Payment. The amount of credit to be allowed by the Contractor to the Owner for any deletion or change which
results in a net decrease in the Contract Sum will be the amount of the actual net cost as confirmed by the Designer.
When both additions and credits covering related Work or substitutions are involved in any one change,the
allowance for overhead and profit shall be figured on the basis of the net increase, if any,with respect to that
change.
12..1..5. If unit prices are stated in the Contract Documents or subsequently agreed upon,and if
the quantities originally contemplated are so changed in a proposed Change Order that application of the agreed unit
prices to the quantities of Work proposed will cause substantial inequity to the Owner or the Contractor,the
applicable unit prices shall be equitably adjusted.
12..2. Concealed Conditions
12..2..1. Pursuant to Section 39N of Chapter 30 of the Laws, the following shall apply to differing
concealed conditions:
If,during the progress of the Work,the Contractor or the City discovers that the actual subsurface or latent physical
conditions encountered at the site differ substantially or materially from those shown on the plans or indicated in the
COntract Documents either the Contractor or the City may request an equitable adjustment in the Contract Price
applying to Work affected by the differing site conditions. A request for such an adjustment shall be in writing and
shall be delivered by the party making such claim to the other party as soon as possible after such conditions are
discovered. Upon receipt of such a claim from the Contractor, or upon its own initiative, the City shall make an
investigation of such physical conditions, and, if they differ substantially or materially from those indicated in the
Contract Documents or from those ordinarily encountered and generally recognized as inherent in work of the
character provided for in the Contract Documents and are of such a nature as to cause an increase or decrease in the
cost of the Work,the contracting Authority shall make an equitable adjustment in the Contract Price and the
Contract shall be modified in writing accordingly.
12.3. Claims for Additional Cost
12..3..1. If the Contractor wishes to make a claim for an increase in the Contract Sum,he shall
give the Designer written notice thereof within twenty days after the occurrence of the event giving rise to such
claim. This notice shall be given by the Contractor before proceeding to execute the Work,except in an emergency
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Oowl
11-.4. Loss of Use Insurance
11..4..1. The Owner,at his option,may purchase and maintain such insurance as will insure him
against loss of use of his property due to fire or other hazards,however caused. The Owner waives all rights of
action against the Contractor for loss of use of his property,including consequential losses due to fire or other
hazards however caused,to the extent covered by insurance under this Paragraph 11.4.
12. ARTICLE 12
CHANGES IN THE WORK
12..1. Chance Orders
12..L.1. A Change Order is a written order to the Contractor signed by the Owner and the
Designer, issued after execution of the Contract,authorizing a change in the Work or an adjustment in the Contract
Sum or the Contract Time. The Contract Sum and the Contract Time may be changed only by Change Order. A
Change Order signed by the Contractor indicates his agreement therewith, including the adjustment in the Contract
Sum or the Contract Time. All Change Orders must be countersigned by the Administrator in accordance with
Paragraph 3.1 as supplemented.
12..1..2. The Owner,without invalidating the Contract, may order changes in the Work within the
general scope of the Contract consisting of additions,deletions or other revisions,the Contract Sum and the
Contract Time being adjusted accordingly. All such changes in the Work shall be authorized by Change Order,and
shall be performed under the applicable conditions of the Contract Documents.
12..1.3. The cost or credit to the Owner resulting from a change in the Work shall be determined
in one or more of the following ways:
1 by mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating
data to permit evaluation;
.2 by unit prices stated in the Contract Documents or subsequently agreed upon;
.3 by cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed
or percentage fee, or
.4 by the method provided in Subparagraph 12.1.4.
12..1..4. If none of the methods set forth in Clauses 12.1.3.1, 12.1.3.2 or 12.1.3.3 is agreed upon,
the Contractor,provided he receives a written order signed by the Owner,shall promptly proceed with the Work
involved. The cost of such Work shall then be determined by the Designer on the basis of the reasonable
expenditures and savings of those performing the Work attributable to the change, including, in the case of an
increase in the Contract Sum,a reasonable allowance for overhead and profit. In such case,and also under Clauses
12.1.3.3 and 12.1.3.4 above, the Contractor shall keep and present,in such form as the Designer may prescribe,an
itemized accounting together with appropriate supporting data for inclusion in a Change Order.
1. Cost of materials entering permanently in the Work,including cost of delivery:
2. Cost of labor at the rates found elsewhere in this document including foremen:
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11..1.2. The Contractor shall purchase and maintain such boiler and machinery insurance as may
be required by the Contract Documents or by law. This insurance shall include the interests of the Owner,the
Contract, Subcontractors and Sub-subcontractors in the Work.
11..3..3. Any loss insured under Subparagraph 11.3.1 is to be adjusted with the Owner and made
payable to the Owner as trustee for the insureds,as their interests may appear,subject to the requirements of any
applicable mortgagee clause and of Subparagraph 11.3.8. The Contractor shall pay each Subcontractor a just share
of any insurance moneys received by the Contractor,and by appropriate agreement,written where legally required
for validity,shall required each Subcontractor to make payments to his Sub-subcontractors in similar manner.
11..3..4. The Contractor shall file the original and one certified copy of all policies with the
Owner before exposure to loss may occur. If the Owner is damaged by the failure of the Contractor to maintain
such insurance and to so notify the Owner,then the Contractor shall bear all reasonable costs properly attributable
thereto.
11..3..5. (intentionally deleted)
11..3..6. The Owner and Contractor waive all rights against(1)each other and the Subcontractors,
Sub-subcontractors,Designers and employees each of the other, and(2)the Designer and separate contractors,if
any,and their subcontractors,sub-subcontractors,Designers and employees, for damages caused by fire or other
perils to the extent covered by insurance obtained pursuant to this Paragraph 11.3 or any other property insurance
applicable to the Work,except such rights as they may have to the proceeds of such insurance held by the Owner as
trustee. The foregoing waiver afforded the Designer,his Designers and employees shall not extend to the liability
imposed by Subparagraph 4.18.3. The Owner or the Contractor,as appropriate,shall require of the Designer,
separate contractors,
Subcontractors and Sub-subcontractors by appropriate agreements,written where legally required for validity,
similar waivers each in favor of all other parties enumerated in this Subparagraph 11.3.6.
11.3.3. If required in writing by any party in interest,the Owner as trustee shall,upon the
occurrence of an insured loss,give bond for the proper performance of his duties. He shall deposit in a separate
account any money so received,and he shall distribute it in accordance with such agreement as the parties in interest
may reach,or in accordance with an award by arbitration in which case the procedure shall be as provided in
Paragraph 7.9. If after such loss no other special agreement is made,replacement of damaged work shall be covered
by an appropriate Change Order.
11..3..8. The Owner as trustee shall have power to adjust and settle any loss with the insurers
unless one the of parties in interest shall object in writing within five days after the occurrence of loss to the Owner's
exercise of this power, and if such objection be made,arbitrators shall be chosen as provided in Paragraph 7.9. The
Owner as trustee shall, in that case, make settlement with the insurers in accordance with the directions of such
arbitrators. If distribution of the insurance proceeds by arbitration is required,the arbitrators will direct such
distribution.
11.3..9. If the Owner finds it necessary to occupy or use a portion or portions of the Work prior
to Substantial Completion thereof, such occupancy or use shall not commence prior to a time mutually agreed to by
the Owner and Contractor and to which the insurance company or companies providing the property insurance have
consented by endorsement to the policy or policies. This insurance shall not be cancelled or lapsed on account of
such partial occupancy or use. Consent of the Contractor and of the insurance company or companies to such
occupancy or use shall not be unreasonably withheld.
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2. Employer's liability with a limit of at least$300,000 each accident.
3. Comprehensive Public Liability including Contractor's Liability as applicable to the Contractor's
obligations under Paragraph 4.18;Elevators(if any on the Work): Completed Operations and
Products Liability: all on the occurrence basis with Personal Injury coverage and Broad Form
Property Damage. Remove the XCU exclusions relating to Explosion,Collapse,and
Underground Property Damage. Completed Operations Liability shall be kept in force for at least
two years after the date of final completion.
Personal Injury and Accidental Death
Each person $300,000
$1,000,000
Property Damage
Each Occurrence $300,000
Aggregate per 12 months $1,000,000
Property Damage
Each Person $100,000
1 L.1..3. The insurance required by Subparagraph 11.1.1 shall include contractual liability
insurance applicable to the Contractor's obligations under Paragraph 4.18.
I L.1..4. Certificates of Insurance acceptable to the Owner shall be submitted to the Owner
simultaneously with the execution of the Contract. Certificates shall indicate that Contractual Liability coverage is
in force, as well as deletions of the XCU exclusions. These Certificates shall contain a provision that the insurance
company will notify the Owner by registered mail at least 30 days in advance of any cancellation, change, or
expiration of the policies.
11..2. Owner's Liability Insurance
11..2..1. The Owner shall be named as an additional insured on the Contractor's Liability
Insurance Policies.
11.3. Property Insurance
11.3..1. The Contractor shall purchase and maintain property insurance upon the entire Work at
the site to the full insurable value thereof. This insurance shall be taken out in a company or companies against
which the Owner has no reasonable objection and shall include the interests of the Owner,the Contractor,
Subcontractors and Sub Subcontractors and shall insure against the perils of fire and extended coverage and shall
include "all risks" insurance for physical loss or damage including,without duplication,theft,vandalism and
malicious mischief. The insurance shall also cover portions of the Work stored off the site or in transit which are
included in an Application for Payment under Subparagraph 9.3.2. If this insurance is written with stipulated
amounts deductible,the Owner shall not be responsible for any difference between the payments made by the
insurance carrier and the claim.
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liable,and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor
are in addition to his obligations under Paragraph 4.18.
10..2..6. The Contractor shall designate a responsible member of his organization at the site
whose duty shall be the prevention of accidents. 'This person shall be the Contractor's superintendent unless
otherwise designated by the Contractor in writing to the Owner and the Designer.
10..2..7. The Contractor shall not load or permit any part of the Work to be loaded so as to
endanger its safety.
10.3. Emergencies
10..3..1. In any emergency affecting the safety of persons or property,the Contractor shall act,at
his discretion,to prevent threatened damage, injury or loss. Any additional compensation or extension of time
claimed by the Contractor on account of emergency work shall be determined as provided in Article 12 for Changes
in the Work.
11. ARTICLE 11
INSURANCE
I L.1. Contractor's Liability Insurance
I L.L.1. The Contractor shall purchase and maintain such insurance as will protect him from
claims set forth below which may arise out of or result from the Contractor's operations under the Contract,whether
such operations be by himself or by any Subcontractor or by anyone directly or indirectly employed by any of them,
or by anyone for whose acts any of them may be liable:
1 claims under workers'or workmen's compensation,disability benefit and other similar employee
benefit acts;
.2 claims for damages because of bodily injury,occupationalsickness or disease,or death of his
employees;
.3 claims for damages because of bodily injury,sickness ordisease,or death of any person other than
his employees;
.4 claims for damages insured by usual personal injury liability coverage which are sustained(1)by
any person as a result of an offense directly or indirectly related to the employment of such person
by the Contractor,or(2)by any other person;
.5 claims for damages, other than to the Work itself,because of injury to or destruction of tangible
property,including loss of use resulting therefrom;and
.6 claims for damages because of bodily injury or death of any person or property damage arising
out of the ownership, maintenance or use of any motor vehicle.
I L.L.2. The insurance required by Subparagraph 11.1.1 shall be taken out in a company or
companies authorized to do such business in the Commonwealth of Massachusetts and satisfactory to the Owner and
Department and shall be written for not less than any limits of liability specified herein below, or required by law,
whichever is greater.
1. Workmen's Compensation and other benefits as required under Chapter 152 of the Laws,as
amended,and Section 34A of Chapter 149 of the General Laws.
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OW .3 failure of the Work to comply with the requirements of the Contract Documents,or
.4 terms of any special warranties required by the Contract Documents.
9..47..5. The acceptance of final payment shall constitute a waiver of all claims by the Contractor
except those previously made in writing and identified by the Contractor as unsettled at the time of the final
Application for Payment.
10. ARTICLE 10
PROTECTION OF PERSONS AND PROPERTY
10..1. Safety Precautions and Programs
10..1..1. The Contractor shall be responsible for initiating,maintaining and supervising all safety
precautions and programs in connection with the Work.
10..2. Safety of Persons and Property
10..2..1. The Contractor shall take all reasonable precautions for the safety of,and shall provide
all reasonable protection to prevent damage, injury or loss to:
.1 all employees on the Work and all other persons who may be affected thereby;
.2 all the Work and all materials and equipment to be incorporated therein,whether in storage on or
off the site,
under the care,custody or control of the Contractor or any of his Subcontractors or
" Sub-subcontractors;and
.3 other property at the site or adjacent thereto,including trees, shrubs,lawns,walks,pavements,
roadways,
structures and utilities not designated for removal,relocation or replacement in the course of
construction.
10.2..2. The Contractor shall give all notices and comply with all applicable laws,ordinances,
rules,regulations and lawful orders of any public authority bearing on the safety of persons or property or their
protection from damage, injury or loss.
10.2.3. The Contractor shall erect and maintain, as required by existing conditions and progress
of the Work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings
against hazards,promulgating safety regulations and notifying owners and users of adjacent utilities.
10.2.4. When the use or storage of explosives or other hazardous materials or equipment is
necessary for the execution of the Work,the Contractor shall exercise the utmost care and shall carry on such
activities under the supervision of properly qualified personnel.
10.2.5. The Contractor shall promptly remedy all damage or loss(other than damage or loss
insured under Paragraph 11.3)to any property referred to in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in
part by the Contractor, any Subcontractor,any Sub-subcontractor,or anyone directly or indirectly employed by any
of them, or by anyone for whose acts any of them may be liable and for which the Contractor is responsible under
Clauses 10.2.1.2 and 10.2.1.3 except damage or loss attributable to the acts or omissions of the Owner or Designer
or anyone directly or indirectly employed by either of them,or by anyone for whose acts either of them may be
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" Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial
Completion. The Certificate of Substantial Completion shall be submitted to the Owner and the Contractor for their
written acceptance of the responsibilities assigned to them in such Certificate.
9..46..2. Upon substantial Completion of the Work or designated portion thereof and upon
application by the Contractor and certification by the Designer,the Owner shall make payment,reflecting
adjustment in retainage,if any,for such Work or portion thereof,as provided in the Contract Documents.
9..47. Final Completion and Final Payment
9..47..1. Upon receipt of written notice that the work is ready for final inspection and acceptance
and upon receipt of a final Application for Payment,the Designer will promptly make such inspection and,when he
finds the Work acceptable under the Contract Documents and the Contract fully performed,he wilt promptly issue a
final Certificate for Payment stating that to the best of his knowledge, information and belief,and on the basis of his
observations and inspections,the Work has been completed in accordance with the terms and conditions of the
Contract Documents and that the entire balance found to be due the Contractor,and noted in said final Certificate,is
due and payable. The Designer's final Certificate for Payment will constitute a further representation that the
conditions precedent to the Contractor's being entitled to final payment as set forth in Subparagraph 9.9.2 have been
fulfilled. Final payment shall be made in accordance with section 39K of Chapter 30,quoted in Subparagraph 9.5.6
hereinabove,which Section takes precedence over any contradictory provisions of Paragraph 9.9.
9..47..2. Neither the final payment nor the remaining retained percentage shall become due until
the Contractor submits to the Designer(1)an affidavit that all payrolls,bills for materials and equipment,and other
indebtedness connected with the Work for which the Owner or his property might in any way be responsible,have
been paid or otherwise satisfied,(2)consent of surety, if any,to final payment and(3),if required by the Owner,
other data establishing payment or satisfaction of all such obligations,such as receipts,releases and waivers of liens
arising out of the Contract,to the extent and in such form as may be designated by the Owner. If any Subcontractor
refuses to furnish a release or waiver required by the Owner,the Contractor may furnish a bond satisfactory to the
Owner to indemnify him against any such lien. If any such lien remains unsatisfied after all payments are made,the
Contractor shall refund to the Owner all moneys that the latter may be compelled to pay in discharging such lien,
including all costs and reasonable attorneys' fees. The affidavit and consent of surety shall be submitted on AIA
forms G706 "Contractor's Affidavit of Payment of Debts and Claims"and G707 "Consent of Surety Company to
Final Payment".
9..47.3. If, after Substantial Completion of the Work, final completion thereof is materially
delayed through no fault of the Contractor or by the issuance of Change Orders affecting final completion,and the
Designer so confirms, the Owner shall,upon application by the Contractor and certification by the Designer, and
without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and
accepted. If the remaining balance for Work not fully completed or corrected is less than the retainage stipulated in
the Contract Documents,and if bonds have been furnished as provided in Paragraph 7.5,the written consent of the
surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be
submitted by the Contractor to the Designer prior to certification of such payment. Such payment shall be made
under the terms and conditions governing final payment,except that it shall not constitute a waiver of claims.
9..47..4. The making of final payment shall constitute a waiver of all claims by the Owner except
those arising from:
.1 unsettled liens,
.2 faulty or defective Work appearing after Substantial Completion,
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9..44. Payments Withheld
9..44..1. The Designer may decline to certify payment and may withhold his Certificate in whole
or in part,to the extent necessary reasonably to protect the Owner,if in his opinion he is unable to make
representations to the Owner as provided in Subparagraph 9.4.2. If the Designer is unable to make representations
to the Owner as provided in Subparagraph 9.4.2 and to certify payment in the amount of the Application,he will
notify the Contractor as provided in Subparagraph 9.4.1. If the Contractor and the Designer cannot agree on a
revised amount,the Designer will promptly issue a Certificate for Payment for the amount for which he is able to
make such representations to the Owner. Subject to the provisions of Subparagraph 9.6.3 herein below,the
Designer may also decline to certify payment or,because of subsequently discovered evidence or subsequent
observations,he may nullify the whole or any part of any Certificate for Payment previously issued to such extent as
may be necessary in his opinion to protect the Owner from loss because of-
.I defective Work not remedied
.2 third party claims filed or reasonable evidence indicating probable filing of such claims,
.3 failure of the contractor to make payments properly to Subcontractors or for labor,materials or
equipment,
.4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract
Sum,
.5 damage to the Owner or another contractor,
.6 reasonable evidence that the Work will not be completed within the Contract Time,or
.7 persistent failure to carry out the Work in accordance with the Contract Documents.
9..44..2. When the above grounds in Subparagraph 9.6.1 are removed,payment shall be made for
amounts withheld because of them.
9..44.3. The City may make changes in any periodic estimate submitted by the Contractor in
accordance with Section 39K of Chapter 30 of the General Laws,and the payment due on said periodic estimate
shall be computed in accordance with the changes so made. The provisions of said Section 39K shall govern
payments pursuant to periodic estimates on which the City has made changes. The Designer shall mark the date of
receipt on the estimate.
9..45. Failure of Payment
9..45..1. If the Owner fails to make payments asset forth in Section 39K of Chapter 30,the
Contractor shall be compensated as set forth in said Section.
9..46. Substantial Completion
9..46..1. When the Contractor considers that the Work,or a designated portion thereof which is
acceptable to the Owner, is substantially complete as defined in Subparagraph 8.1.3,the Contractor shall prepare for
submission to the Designer a list of items to be completed or corrected. The failure to include any items on such list
does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents.
When the Designer on the basis of an inspection determines that the Work or designated portion therefor is
substantially complete,he will then prepare a Certificate of Substantial Completion which shall establish the Date of
Substantial Completion, shall state the responsibilities of the Owner and the Contractor for security,maintenance,
heat,utilities,damage to the Work, and insurance,and shall fix the time within which the Contractor shall complete
the items listed therein. Warranties required by the Contract Documents shall commence on the Date of Substantial
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for extra labor and materials furnished to the Contractor and of the amount due for each claim made by
the Contractor against the Subcontractor.
(e) Within 15 days after receipt of the demand by the City,but in no event prior to the 70th day after
substantial completion of the Subcontract Work,the City shall make direct payment to the Subcontractor
of the balance due under the Subcontract including any amount due for extra labor and materials
furnished to the Contractor, less any amount(i)retained by the City as the estimated cost of completing
the incomplete or unsatisfactory items of Work,(ii)specified in any court proceedings barring such
payment,or(iii)disputed by the Contractor in the sworn reply;provided,that the City shall not deduct
from a direct payment any amount as provided in part(iii)if the reply is not sworn to,or for which the
sworn reply does not contain the detailed breakdown required by subparagraph(d).
(f) The City shall make further direct payments to the Subcontractor forthwith after the removal of the basis
for deductions from direct payments made as provided in part(i)and(ii)of this subparagraph.
(g)The City shall forthwith deposit the amount deducted from a direct payment as provided in part(iii)of
subparagraph(e)in an interest-bearing joint account in the names of the Contractor and the
Subcontractor in a bank in Massachusetts selected by the City or agreed upon by the contractor and the
Subcontractor and shall notify the Contractor and the Subcontractor of the date of the deposit and the
bank receiving the deposit. The bank shall pay the amount in the account, including accrued interest,as
provided in an agreement between the Contractor and the Subcontractor or as determined by decree of a
court of competent jurisdiction.
(h)All direct payments and all deductions from demands for direct payments deposited in an interest-bearing
account or accounts in a bank pursuant to subparagraph(f)shall be made out of amounts payable to the
general Contractor at the time of receipt of a demand for direct payment from a Subcontractor and out of
amounts which later become payable to the Contractor and in order of receipt of such demands from
Subcontractors. All direct payments shall discharge the obligation of the City to the Contractor to the
extent of such payment.
(i) The City shall deduct from payments to the Contractor amounts which,together with the deposits in
interest-bearing accounts pursuant to subparagraph(f),are sufficient to satisfy all unpaid balances of
demands for direct payment received from Subcontractors. All such amounts shall be earmarked for such
direct payments,and the Subcontractors shall have a right to such deductions prior to any claims against
such amounts by creditors of the Contractor.
0) If the Subcontractor does not receive payment as provided in subparagraph(a)or if the Contractor does not
submit a periodic estimate for the value of the labor and materials performed or furnished by the
Subcontractor and the Subcontractor does not receive payment for same when due less the deductions
provided for in subparagraph(a),the Subcontractor may demand direct payment by following the
procedure in subparagraph(d)and the Contractor may file a sworn reply as provided in that same
subparagraph. A demand made after the first day of the month following that for which the
Subcontractor performed or furnished the labor and materials for which the Subcontractor seeks payment
shall be valid even if delivered or mailed prior to the time payment was due on a periodic estimate from
the Contractor. Thereafter the City shall proceed as provided in subparagraph(e),(f),(g), and(h).
9..43..8. Pursuant to section 39F of Chapter 30 of the Laws, the term"Subcontractor" as used in
preceding Subparagraph 9.5.7 shall mean a person who files a sub-bid and receives a Subcontract as a result of that
filed sub-bid or who is approved by the City in writing as a person performing labor or both performing labor and
furnishing materials pursuant to a contract with the Contractor.
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based on its estimate of the fair value of its claims against the Contractor and of the cost of completing the
incomplete and unsatisfactory items of Work less(2)a retention for direct payments to Subcontractors based on
demands for same in accordance with the provisions of Section 39 F,or based on the record of payments by the
Contractor to the Subcontractors under this Contract if such record of payment indicates that the Contractor has not
paid Subcontractors as provided in Section 39 F. If the City fails to make payment as herein provided,there shall be
added to each such payment daily interest at the rate of three percentage points above the rediscount rate than
charged by the Federal Reserve Bank of Boston commencing on the first day after said payment is due and
continuing until the payment is delivered or mailed to the Contractor;provided,that no interest shall be due, in any
event,on the amount due on a periodic estimate for final payment until fifteen days after receipt of such a periodic
estimate form the Contractor,at the place designated by the City if such a place is so designated. The Contractor
agrees to pay to each Subcontractor a portion of any such interest paid in accordance with the amount due each
Subcontractor.
9..43..7. The Contractor shall make payments to filed Subcontractors and to other Subcontractors
as defined in following Subparagraph 9.5.8 in accordance with Section 39F of Chapter 30 of the General Laws
which provides as follows:
(a) Forthwith after the Contractor receives payment on account of a periodic estimate,the Contractor shall pay
to each Subcontractor the amount paid for the labor performed and the materials furnished by the
Subcontractor, less any amount specified in any court proceedings barring such payment and also less
any amount claimed due from the Subcontractor by the Contractor.
(b)Not later than the 65th day after each Subcontractor substantially completes his Work in accordance with
the plans and specifications,the entire balance due under the subcontract less amounts retained by the
City as the estimated costs of completing the incomplete and unsatisfactory items of Work, shall be due
the Subcontractor;and the City shall pay that amount to the Contractor. The Contractor shall forthwith
pay to the Subcontractor the full amount received from the City less any amount specified in any court
proceedings barring such payment and also less any amount claimed due from the Subcontractor by the
Contractor.
(c) Each payment made by the City to the Contractor pursuant to subparagraphs(a)and(b)of this paragraph
for the labor performed and the materials furnished by a subcontractor shall be made to the Contractor for
the account of that Subcontractor;and the City shall take reasonable steps to compel the Contractor to
make each such payment to each such Subcontractor. If the City has received a demand for direct
payment from a Subcontractor for any amount which has already been included in a payment to the
Contractor or which is to be included in a payment to the Contractor for payment to the Subcontractor as
provided in subparagraphs(a)and(b),the City shall act upon the demand as provided in this section.
(d) If, within 70 days after the Subcontractor has substantially completed the Subcontract Work, the
Subcontractor has not received from the Contractor the balance due under the Subcontract including any
amount due for extra labor and materials furnished to the Contractor, less any amount retained by the
City as the estimated costs of completing the incomplete and unsatisfactory items of Work,the
Subcontractor may demand direct payment of that balance from the City. The demand shall be by a
sworn statement delivered to or sent by certified mail to the City,and a copy be valid even if delivered or
mailed prior to the seventieth day after the Subcontractor has substantially completed the Subcontract
Work. Within ten days after the Subcontractor has delivered or so mailed a copy to the Contractor,the
Contractor may reply to the demand. The reply shall be by a sworn statement delivered to or sent by
certified mail to the City and a copy shall be delivered to or sent by certified mail to the Subcontractor at
the same time. The reply shall contain a detailed breakdown of the balance due under the Subcontract
including any amount due for extra labor and materials furnished to the Contractor and of the amount due
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NMI
Designer to the Owner,based on his observations at the site as provided in Sub-paragraph 2.2.3 and the data
comprising the Application for Payment,that the Work has progressed to the point indicated;that,to the best of his
knowledge, information and belief,the quality of the Work is in accordance with the Contract Documents(subject
to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion,to the
results of any subsequent tests required by or performed under the Contract Documents,to minor deviations from
the Contract Documents, correctable prior to completion,and to any specific qualifications stated in his Certificate);
and that the contractor is entitled to payment in the amount certified. However,by issuing a Certificate for
Payment,the Designer shall not thereby;be deemed to represent that he has made exhaustive or continuous on-site
inspections to check the quality or quantity of the Work or that he has reviewed the construction means,methods,
techniques, sequences or procedures,or that he has made any examination to ascertain how or for what purpose the
Contractor has used the moneys previously paid on account of the Contract Sum.
9..43. Progress Payments
9..43..1. After the Designer has issued a Certificate for Payment,the Owner shall make payment
in the manner and within the time provided in the Contract Documents.
9..41.2. The Contractor shall promptly pay each Subcontractor,upon receipt of payment from
the Owner,out of the amount paid to the Contractor on account of such Subcontractor's Work,the amount to which
said Subcontractor is entitled,reflecting the percentage actually retained, if any, from payments to the Contractor on
account of such Subcontractor's Work. The Contractor shall,by an appropriate agreement with each Subcontractor,
require each Subcontractor to make payments to his Sub-subcontractors in similar manner.
9..43.3. The Designer may,on request and at his discretion, furnish to any Subcontractor,if
practicable,information regarding the percentages of completion or the amounts applied for by the Contractor and
the action taken thereon by the Designer on account of Work done by such Subcontractor.
9..41.4. Neither the Owner nor the Designer shall have any obligation to pay or to see to the
payment of any moneys to any Subcontractor except as may otherwise be required by law.
9..41.5. No Certificate for a progress payment,nor any progress payment,nor any partial or
entire use or occupancy of the Project by the Owner, shall constitute an acceptance of any Work not in accordance
with the Contract Documents.
9..43..6. After the Designer has issued a Certificate for Payment the Owner shall make payment
to the Contractor in accordance with Section 39K of Chapter 30 of the General Laws which provides as follows:
Within 15 days after receipt from the Contractor, at the place designated by the awarding authority if such a place is
so designated, of a periodic estimate requesting payment of the amount due for the preceding month,the City will
make a periodic payment to the Contractor for the Work performed during the preceding month and for the
materials not incorporated in the Work but delivered and suitably stored at the site(or at some location agreed upon
in writing)to which the Contractor has title or to which a subcontractor has title and has authorized the Contractor
to transfer title to the awarding Authority, less(1)a retention based on its estimate of the fair value of its claims
against the Contractor and less(2)a retention for direct payments to Subcontractors based on demands for same in
accordance with the provisions of Section 39 F. and less(3)a retention not exceeding five percent(5%)of the
approved amount of the periodic payment. After the receipt of a periodic estimate requesting final payment and
within 65 days after(a)the Contractor fully completes the Work or substantially completes the work so that the
value of the work remaining to be done is, in the estimate of the City, less than one percent(1%)of the original
Contract price,or(b)the Contractor substantially completes the Work and the City takes possession for occupancy,
whichever occurs first,the City shall pay the Contractor the entire balance due on the Contract less,(1) a retention
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9..40..2. The Schedule of Values shall contain a separate item for each Section of these
Specifications broken down in such form as the Designer may require. Each item in the schedule of values shall
include its proper share of overhead and profit.
9..41. Application for Payment
9..41..1. Once each month,on a date established at the beginning of the Work,the Contractor
shall deliver to the Designer by hand or by registered or certified mail with return receipt an itemized Application
for Payment,supported by such data substantiating the Contractor's right to payment as the Designer may require,
and reflecting retainage as provided in Paragraph 9.5 as supplemented. Such Application for Payment shall be
submitted on a form supplied by the Designer. The form shall show separately:
(1) The value of Labor and materials incorporated in the Work.
(2) The value,kind,and quantity of each item of material or equipment not incorporated in the Work but
delivered and suitably stored at some other location agreed upon in writing.
(3) The value,kind,and quantity of each item of material or equipment not incorporated in the Work but
suitably stored at some other location agreed upon in writing.
(4) All Change Orders approved up to the date of the Application for Payment.
9..41.2. (intentionally deleted)
9..41.3. (intentionally deleted)
9..41..4. In no event may materials or equipment be deemed delivered and suitably stored at the
site(or at some other location agreed upon in writing),unless the following requirements are met:
(1) The materials or equipment are ready for an actually scheduled for prompt use, as so-called stockpiling is
expressly forbidden, except as otherwise specified or permitted by the Designer.
(2) The materials or equipment meet the requirements of the Contract Documents and required submittals have
been approved by the Designer.
(3) The Contractor can and will adequately protect the materials or equipment until they are incorporated in
the Work.
(4) The Contractor will pay storage charges and related expenses if materials or equipment are stored at some
other location agreed upon in writing.
9..42. Certificates For Payment
9..42..1. The Designer will,within seven days after the receipts of the Contractor's Application
for Payment, either issue a Certificate for Payment to the Owner,with a copy to the Contractor, for such amount as
the Designer determines is properly due,or notify the Contractor in writing his reasons for withholding a Certificate
as provided in Subparagraph 9.6.1.
9..42..2. The issuance of a Certificate for Payment will constitute a representation by the
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8.38. Delays and Extension of Time
8..38..1. If the Contractor is delayed at anytime in the progress of the Work by any actor neglect
of the Owner or the Designer,or by any employee of either,or by any separate contractor employed by the Owner,
or by changes ordered in the Work,or by labor disputes,fire unusual delay in transportation,adverse weather
conditions not reasonably anticipatable,unavoidable casualties,or any causes beyond the Contractor's control,or by
delay authorized by the Owner pending appeal to and decision by the Administrator", or by any other cause which
the Designer determines may justify the delay,then the Contract Time shall be extended by Change Order for such
reasonable time as the Designer may determine.
8.38.1. Any claim for extension of time shall be made in writing to the Designer not more than
twenty days after the commencement of the delay; otherwise it shall be waived. In the case of a continuing delay
only one claim is necessary. The Contractor shall provide an estimate of the probable effect of such delay on the
progress of the Work.
8.38.3. If no agreement is made stating the dates upon which interpretations as provided in
Subparagraph 2.2.8 shall be furnished,then no claim for delay shall be allowed on account of failure to furnish such
interpretations until fifteen days after written request is made for them, and not then unless such claim is reasonable.
8.38..4. This Paragraph 8.3 does not exclude the recovery of damages for delay by either party
under other provisions of the Contract Documents.
8..38..5. The Contractor and the Surety of the Contractor's performance bond shall be jointly and
severally liable for,and shall pay to the Owner the expenses for inspection of Work performed after the time
stipulated in the Owner-Contractor Agreement for Substantial Completion. Such inspection costs shall include fees
paid to the Designer as extra services at the rate stipulated in the Contract for Designerural Services between the
Owner and the Designer,the costs of the Project Representative at the current salary rate and any other direct
expenses due to inspection. In no case,however, shall the total amount of inspection costs exceed an aggregate total
computed at the rate of two hundred dollars per day. The Owner may retain from monies otherwise due the
Contractor whatever sums accrue to the Owner pursuant to this provision. The Contractor shall not be liable for
inspection costs for delay in performance as provided hereunder for any period for which an extension of the
Contract Time has been granted pursuant to the provisions of Subparagraph 8.3.1.
9. ARTICLE 9
PAYMENTS AND COMPLETION
9.39. Contract Sum
9..39..1. The Contract Sum is stated in the Owner-Contract Agreement and, including authorized
adjustments thereto, is the total amount payable by the Owner to the Contractor for the performance of the Work
under the Contract Documents.
9..40. Schedule of Values
9..40..1. Before the first Application for Payment,the Contractor shall submit to the Designer a
schedule of values allocated to the various portions of the Work,prepared in such form and supported by such data
to substantiate its accuracy as the Designer may require. This schedule, unless objected to by the Designer,shall be
used only as a basis for the Contractor's Applications for Payment.
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(6)stating:
(a) the scope of the audit made by the CPA and
(b)the CPA's opinion of the financial statement as a whole and exceptions and qualifications to that opinion or
(c) The CPA's statement,with reasons,that an overall opinion cannot be expressed.
The accountant's report shall include a signed statement by the responsible corporate officer attesting that all
material facts were disclosed to the CPA and that the financial statement is a true and complete statement of
financial condition.
7..35..6. Changes in the method of record keeping which materially affect any of the statements
required by Subparagraph 7.10.3 through 7.10.5 shall be reported to the Owner. State the change,the reason for it,
and the date of the change. Include a statement from the CPA approving or commenting on the change in
conformance with M.G.L. Chapter 30, Section 39R(b)(3).
7..35..7. Subparagraph 7.10.3 through 7.10.6 shall apply only to filed subcontractors and general
contractors whose contracts exceed$100,000.
8. ARTICLE 8
TIME
8.36. Definitions
8.36..1. Unless otherwise provided,the Contract Time is the period of time allotted in the
Contract Documents for Substantial Completion of the Work as defined in Subparagraph 8.1.3., including
authorized adjustments thereto.
8.36.1. The date of commencement of the Work is the date established in a notice to proceed.
If there is no notice to proceed, it shall be the date of the Owner-Contractor Agreement or such other date as may be
established therein.
8.36.3. The Date of Substantial Completion of the Work or designated portion thereof is the
Date certified by the Designer when construction is sufficiently complete, in accordance with the Contract
Documents,so the Owner can occupy or utilize the Work or designated portion thereof for the use for which it is
intended.
8.36..4. The term day as used in the Contract Documents shall mean calendar day unless
otherwise specifically designated.
8.37. Progress and Completion
8..37..1. All time limits stated in the Contract Documents are of the essence of the Contract.
8..37..2. The Contractor shall begin the Work on the date of commencement as defined in
Subparagraph 8.1.2. He shall carry the Work forward expeditiously with adequate forces and shall achieve
Substantial Completion within the Contract Time.
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hearing officer shall issue a decision no later than sixty days following the conclusion of any hearing
conducted pursuant to this subparagraph.The hearing officer's decision shall be final and conclusive,and
shall not be set aside except in cases of fraud.
7.34.3. The Contractor shall proceed with the disputed Work as directed by the Designer.
Notice must be given to the Project Representative by the Contractor's superintendent every day that disputed Work
is to be performed. Accurate records of the nature and extent of the disputed Work and of the time spent and
equipment used on the disputed Work shall be maintained by the superintendent and verified daily by the Project
Representative.
7.35. Record Keeping and Management Controls
7..35..1. The Contractor shall make and retain for at least six years after final payment records
which reflect the transactions and dispositions of the firm in accordance with the requirements of M.G.L. Chapter
30, Section 39R(b).
7.35..2. These records and the subcontractor's records pertaining to this Contract shall be
available for examination by the Owner,Department,Division of Capital Planning and Operations, and Inspector
General for six years after final payment.
7.35.3. Prior to execution of the Contract the Contractor shall submit a statement of management
on internal accounting controls to the Owner in conformance with M.G.L. Chapter 30, Section 39R(c). The system
of controls must reasonably assure that:
(a) transactions are executed in accordance with management's general and specific authorization:
(b) the transactions are recorded as necessary to permit preparation of financial statements in conformity with
generally accepted accounting principles and to maintain accountability for asset:
(c) access to assets is permitted only in accordance with management's authorization: and
(d) the recorded accountability for assets is compared with existing assets at reasonable intervals and
appropriate action was taken with respect to any difference.
7.35..4. The statement of management on internal accounting controls must have been reviewed
by an independent certified public accountant(CPA),and that CPA shall file a statement with the Owner in
conformance with the requirements of M.G.L. Chapter 30, Section 39R(c). The CPA's statements must:
(a) state that the internal accounting controls statement was examined;
(b) express an opinion as to whether management's statement of internal accounting controls is consistent with
management's evaluation of the system of internal accounting controls;and
(c) express an opinion as to whether the statement is reasonable with respect to transactions and assets of
material amounts in the context of the firm's overall financial picture.
7.35..5. The Contractor shall submit to the Owner annually during the term of the Contract a
financial statement prepared by an independent CPA. This statement shall be based on an audit of the firm's records
in accordance with the requirements of M.G.L. Chapter 30, Section 39R(a)(5). The financial statement shall be
accompanied by an accountant's report in accordance with the requirements of M.G.L. Chapter 30, Section 39R(a)
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7..34..2. Appeal of an Designer's decision must be made directly to the Department by certified
mail(copy to the Designer and Owner)within twenty-one calendar days after the date on which the party making
the appeal receives the Designer's written decision. Failure to appeal within this period will result in the Designer's
decision becoming final and binding upon the Owner and the Contractor.
Appeal procedures shall be in conformance with M.G.L. Chapter 30, Section 39Q which provides as follows:
(a) Dispute regarding changes in and interpretations of the terms or scope of the Contract and denials of or
failures to act upon claims for payment for extra work or materials shall be resolved according to the
following procedures,which shall constitute the exclusive method for resolving such disputes. Written
notice of the matter in dispute shall be submitted promptly by the claimant to the chief executive official of
the state agency which awarded the contract or his/her designee. No person or business entity having a
contract with a state agency shall delay,suspend,or curtail performance under that contract as a result of
any dispute subject to this section. Any disputed order,decision,or action by the agency or its authorized
representative shall be fully performed or complied with pending resolution of the dispute.
(b) Within thirty days of submission of the dispute to the chief executive official of the state agency or his/her
designee,s/he shall issue a written decision stating the reasons therefor,and shall notify the parties of their
right of appeal under this section. If the official or his/her designee is unable to issue a decision within
thirty days,s/he shall notify the parties to the dispute in writing of the reasons why a decision cannot be
issued within thirty days and of the date by which the decision shall issue. Failure to issue a decision
within the thirty-day period of within the additional time period specified in such written notice shall be
deemed to constitute a denial of the claim and shall authorize resort to the appeal procedure described
below. The decision of the chief executive official or his/her designee shall be final and conclusive unless
an appeal is taken as provided below.
(c) Within twenty-one calendar days of the receipt of a written decision or of the failure to issue a decision as
stated in the preceding subparagraph, any aggrieved party may file a notice of claim for an adjudicatory
hearing with the division of hearing officers or if the amount in controversy exceeds ten thousand dollars in
lieu of appealing the decision of the chief executive official,the aggrieved party may file an action directly
in a court of competent jurisdiction and shall serve copies thereof upon all other parties in the form and
manner prescribed by the rules governing the conduct of adjudicatory proceedings of the division of
hearing officers. The appeal shall be referred to a hearing officer experienced in construction law and shall
be prosecuted in accordance with the formal rules of procedure for the conduct of adjudicatory hearings of
the division of hearing officers,except as provided below. The hearing officer shall issue a final decision
as expeditiously as possible,but in no event more than one hundred and twenty calendar days after
conclusion of the adjudicatory hearings,unless the decision is delayed by a request for extension of time
for filing post-hearing briefs or other submissions assented to by all parties. Whenever,because an
extension of time has been granted,the hearing officer is unable to issue a decision within one hundred and
twenty days, s/he shall notify all parties of the reasons for the delay and the date when the decision will
issue. Failure to issue a decision with in the one hundred and twenty-day period or within the additional
period specified in such written notice shall give the petitioner the right to pursue any legal remedies
available to him/her without further delay.
(d) When the amount in dispute is less then ten thousand dollars,a contractor who is party to the dispute may
elect to submit the appeal to a hearing officer experienced in construction law for expedited hearing in
accordance with the informal rules of practice and procedure of the division of hearing officers. An
expedited hearing under this subparagraph shall be available at the sole option of the contractor. The
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7.3 1. Rights And Remedies
7..31..1. The duties and obligations imposed by the Contract Documents and the rights and
remedies available thereunder shall be in addition to and not a limitation of any duties,obligations, rights and
remedies otherwise imposed or available by law.
7.31..2. No action or failure to act by the Owner,Designer or Contractor shall constitute a
waiver of any right or duty afforded any of them under the Contract,nor shall any such action or failure to act
constitute an approval of or acquiescence in any breach thereunder,except as may be specifically agreed in writing.
7.32. Tests
7..32..1. If the Contract Documents,laws,ordinances,rules,regulations or orders of any public
authority having jurisdiction require any portion of the Work to be inspected,tested,or approved,the Contractor
shall give the Designer timely notice of its readiness so the Designer may observe such inspection,testing or
approval. The Contractor shall bear all costs of such inspections,tests or approvals conducted by public authorities.
Unless otherwise provided,the Owner shall bear all costs of other inspections,tests or approvals.
7.32..2. If the Designer determines that any Work requires special inspection,testing or approval
which Subparagraph 7.7.1 does not include,he will,upon written authorization from the Owner, instruct the
Contractor to order such special inspection,testing or approval,and the Contractor shall give notice as provided in
Subparagraph 7.7.1. If such special inspection or testing reveals a failure of the Work to comply with the
requirements of the Contract Documents,the Contractor shall bear all costs thereof, including compensation for the
Designer's additional services made necessary by such failure;otherwise the Owner shall bear such costs,and an
appropriate Change Order shall be issued.
7.32.3. Required certificates of inspection,testing or approval shall be secured by the
Contractor and promptly delivered by him to the Designer.
7.32..4. If the Designer is to observe the inspections,tests or approvals required by the Contract
Documents,he will do so promptly and,where practicable,at the source of supply.
7.33. Interest
7.33..1. Payments due and unpaid under the Contract Documents shall bear interest from the
date payment is due at such rate as the parties may agree upon in writing or, in the absence thereof,at the legal rate
prevailing at the place of the Project.
7.34. Disputes
7..34..1. Claims,disputes, and other matters in question between the Contractor and the Owner
arising out of, or relating to,the Contract Documents or the breach thereof,except as provided in Subparagraph
2.2.11 with respect to the Designer's decisions on matters relating to artistic effect, and except for claims which have
been waived by the making or acceptance of final payment as provided by Subparagraph 9.9.4 and 9.9.5. shall be
decided by the Designer subject to the right of appeal to the Administrator. If the Designer fails to render a decision
within thirty calendar days after receiving written notice of claim, either party may request a written decision from
the Administrator.
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6..25. Owner's Right to Clean-Up
6..25..1. If a dispute arises between the Contractor and separate contractors as to their
responsibility for cleaning up as required by Paragraph 4.15,the Owner may clean up and charge the cost thereof to
the contractors responsible therefor as the Designer shall determine to be just.
7. ARTICLE 7
MISCELLANEOUS PROVISIONS
7..26. Governing Law
7..26..1. The Contract shall be governed by the law of the place where the Project is located.
7..27. Successors and Assigns
7..27..1. The Owner and the Contractor each binds himself,his partners, successors,assigns and
legal representatives to the other party hereto and to the partners,successors, assigns and legal representatives of
such other party in respect to all covenants,agreements and obligations contained in the Contract Documents.
Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the
other,nor shall the Contractor assign any moneys due or to become due to him hereunder,without the previous
written consent of the Owner.
7..28. Written Notice
7..28..1. Written notice shall be deemed to have been duly served if delivered in person to the
individual or member of the firm or entity or to an officer of the corporation for whom it was intended,or if
delivered at or sent by registered or certified mail to the last business address known to him who gives the notice.
7..29. Claims For Damages
7..29..1. Should either party to the Contract suffer injury or damage to person or property
because of any act or omission of the other party or of any of his employees, Designers or others for whose acts he
is legally liable,claim shall be made in writing to such other party within a reasonable time after the first observance
of such injury or damage.
7.30. Performance Bond and Labor And Material Payment Bond
7.30..1. The Owner shall have the right to require the Contractor to furnish bonds covering the
faithful performance of the Contract and the payment of all obligations arising thereunder if and as required in the
Bidding Documents or in the Contract Documents.
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6. ARTICLE 6
WORK BY OWNER OR BY SEPARATE CONTRACTOR
6..23. Owner's Right to Perform Work and To Award Separate Contracts
6..21.1. The Owner reserves the right to perform work related to the Project with his own forces,
and to award separate contracts in connection with other portions of the Project or other work on the site under these
or similar Conditions of the Contract. If the Contractor claims that delay or additional cost is involved because of
such action by the Owner,he shall make such claim as provided elsewhere in the Contract Documents.
6..21.2. When separate contracts are awarded for different portions of the Project or other work
on the site,the term Contractor in the contract Documents in each case shall mean the Contractor who executes each
separate Owner-Contractor Agreement.
6..23.3. The Owner will provide for the coordination of the work of his own forces and of each
separate contractor with the Work of the Contractor,who shall cooperate therewith as provided in Paragraph 6.2.
6..24. Mutual Responsibility
6..24..1. The Contractor shall afford the Owner and separate contractors reasonable opportunity
for the introduction and storage of their materials,and equipment and the execution of their work,and shall connect
and coordinate his Work with theirs as required by the Contract Documents.
6..24.2. If any part of the Contractor's Work depends for proper execution or results upon the
work of the Owner or any separate contractor,the Contractor shall,prior to proceeding with the Work,promptly
report to the Designer any apparent discrepancies or defects in such other work that render it unsuitable for such
proper execution and results, Failure of the Contractor so to report shall constitute an acceptance of the Owner's or
separate contractor's work as fit and proper to receive his Work,except as to defects which may subsequently
become apparent in such work by others.
6..24.3. Any costs cause by defective or ill-timed work shall be bome by the party responsible
therefor.
6..24..4. Should the Contractor wrongfully cause damage to the work or property of the Owner,
or to other work on the site,the contractor shall promptly remedy such damage as provided in Subparagraph 10.2.5.
6..24..5. Should the Contractor wrongfully cause damage to the work or property of any separate
contractor, the Contractor shall upon due notice promptly attempt to settle with such other contractor by agreement,
or otherwise to resolve the dispute. If such separate contractor sues the Owner on account of any damage alleged to
have been caused by the Contractor, the Owner shall notify the Contractor who shall defend such proceedings at the
Owner's expense, and if any judgment or award against the Owner arises therefrom the Contractor shall pay or
satisfy it and shall reimburse the Owner for all attorney's fees and court which the Owner has incurred.
6..24..6. Should the Contractor sustain damage through an act or omission of a subcontractor of
any such separate contractor,the Contractor shall have no claim against the Owner for such damage.
6..24..7. The settlement of any claim set forth in the preceding subparagraphs 6.2.5 and 6.2.6
shall in no case be a cause for delays in the Work.
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OPK- 5..21.1. The Contractor shall not contract with any such proposed person or entity to whom the
Owner or the Designer has made reasonable objection under the provisions of Subparagraph 5.2.1. The Contractor
shall not be required to contract with anyone to whom he has a reasonable objection.
5..21.3. If the Owner or the Designer has reasonable objection to any such proposed person or
entity,the Contractor shall submit a substitute to whom the Owner or the Designer has no reasonable objection,and
the Contract Sum shall be increased or decreased by the difference in cost occasioned by such substitution and an
appropriate Change Order shall be issued;however,no increase in the Contract Sum shall be allowed for any such
substitution unless the Contractor has acted promptly and responsively in submitting names as required by
Subparagraph 5.2.1.
5..21..4. The Contractor shall make no substitution for any Subcontractor,person or entity
previously selected if the Owner or Designer makes reasonable objection to such substitution.
5..21..5. Paragraphs 5.2.1. through 5.2.4 apply to any sub-trade included in Item 1 of the Form
for General Bid.
5..21..6. The award of subcontracts for any sub-trade included in Item 2 of the Form for General
Bid shall be in accordance with Chapter 149,Sections 44A to 44H,M.G.L.
5..22. Subcontractural Relations
5..22..1. By an appropriate agreement,written where legally required for validity,the Contractor
shall require each Subcontractor,to the extent of the Work to be performed by the Subcontractor,to be bound to the
Contractor by the terms of the Contract Documents, and to assume toward the Contractor all the obligations and
responsibilities which the Contractor,by these Documents,assumes toward the Owner and the Designer. Said
agreement shall preserve and protect the rights of the Owner and the Designer under the Contract Documents with
respect to the Work to be performed by the Subcontractor so that the subcontracting thereof will not prejudice such
rights, and shall allow to the Subcontractor,unless specifically provided otherwise in the Contractor-Subcontractor
agreement,the benefit of all rights,remedies and redress against the Contractor that the Contractor,by these
Documents,has against the Owner. Where appropriate,the Contractor shall require each Subcontractor to enter into
similar agreements with his Subsubcontractors. The Contractor shall make available to each proposed
Subcontractor,prior to the execution of the Subcontract,copies of the Contract Documents to which the
Subcontractor will be bound by this Paragraph 5.3,and identify to the Subcontractor any terms and conditions of the
proposed Subcontract which may be at variance with the Contract Documents. Each Subcontractor shall similarly
make copies of such documents available to his Sub-subcontractors.
5..22..2. Paragraph 5.3.1 applies to Subcontractors for sub-trades included in Item 1 of the Form
for General Bid.
5..22.3. The Contractor and each Subcontractor for a sub-trade listed in Item 2 of the form for
General Bid shall execute a Subcontract in accordance with M.G.L. Chapter 149, Section 44F.
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therefrom,and(2) is caused in whole or in part by any negligent act or omission of the Contractor,any
Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be
liable,regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not
be construed to negate,abridge,or otherwise reduce any other right or obligation of indemnity which would
otherwise exist as to any party or person described in this Paragraph 4.18.
4..18..2. In any and all claims against the Owner or the Designer or any of their Designers or
employees by any employee of the Contractor,any Subcontractor,anyone directly or indirectly employed by any of
them or anyone for whose acts any of them may be liable,the indemnification obligation under this Paragraph 4.18
shall not be limited in any way by any limitation on the amount or type of damages,compensation or benefits
payable by or or for the Contractor or any Subcontractor under worker's or workmen's compensation acts,disability
benefit acts or other employee benefit acts.
4.18.3. The obligations of the Contractor under this Paragraph 4.18 shall not extend to the
liability of the Designer,his Designers or employees arising out of(1)the preparation or approval of maps,
drawings,opinions,reports,surveys,change orders,designs or specifications,or(2) the giving of or the failure to
give directions or instructions by the Designer,his Designers or employees provided such giving or failure to give is
the primary cause of the injury or damage.
4..19. The procedures, forms,and practices which will be employed on this project are generally described
in a publication entitled"Construction Handbook-A Guide for State-Aided Housing Development and
Modernization,"written by the Department and available through the Department, and will be explained at a pre-
construction conference.
5. ARTICLE 5
SUBCONTRACTORS
5..20. Defmition
5..20..1. A Subcontractor is a person or entity who has a direct contract with the Contractor to
perform any of the Work at the site. The term Subcontractor is referred to throughout the Contract Documents as if
singular in number and masculine in gender and means a Subcontractor or his authorized representative. The term
Subcontractor does not include any separate contractor or his subcontractors.
5..20..2. A Sub-subcontractor is a person or entity who has a direct or indirect contract with a
Subcontractor to perform any of the Work at the site. The term Sub-subcontractor is referred to throughout the
Contract Documents as if singular in number and masculine in gender and means a Sub-subcontractor or an
authorized representative thereof.
5..21. Award of Subcontracts and Other Contracts For Portions of the Work
5..2 L.1. Unless otherwise required by the Contract Documents or the Bidding Documents,the
Contractor, as soon as practicable after the award of the Contract, shall furnish to the Owner and the Designer in
writing the names of the persons or entities(including those who are to furnish materials or equipment fabricated to
a special design)proposed for each of the principal portions of the Work. The Designer will promptly reply to the
Contractor in writing stating whether or not the Owner or the Designer, after due investigation,has reasonable
objection to any such proposed person or entity. Failure of the Owner or Designer to reply promptly shall constitute
notice of no reasonable objection.
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permits and the Contract Documents and shall not unreasonably encumber the site with any materials or equipment.
4..14. Cutting and Patching of Work
4..14..1. The Contractor shall be responsible for all cutting,fitting or patching that may be
required to complete the Work or to make its several parts fit together properly.
4..14..2. The Contractor shall not damage or endanger any portion of the Work or the work of the
Owner or any separate contractors by cutting,patching or otherwise altering any work,or by excavation. The
Contractor shall not cut or otherwise alter the work of the Owner or any separate contractor except with the written
consent of the Owner and of such separate contractor. The Contractor shall not unreasonably withhold from the
Owner or any separate contractor his consent to cutting or otherwise altering the Work.
4..15. Cleaning UR
4..15..1. The Contractor at all times shall keep the premises free from accumulation of waste
materials or rubbish caused by his operations. At the completion of the Work he shall remove all his waste
materials and rubbish from and about the Project as well as all his tools,construction equipment,machinery and
surplus materials.
4..15..2. If the Contractor fails to clean up at the completion of the Work,the Owner may do so as
provided in Paragraph 3.4 and the cost thereof shall be charged to the Contractor.
4..16. Communications
4..16..1. The Contractor shall forward all communications to the Owner through the Designer
4 except however a request for an appeal or notification of Work under protest must be sent to the Administrator,
copy to Owner and Designer,by certified mail,return receipt requested.
4..16..2. Any such communications shall be in writing, addressed to the City and be considered
given(1) if delivered to the office of the Designer: or(2) if in a sealed,postage prepaid envelope,addressed to the
City c/o the Designer, deposited in the United State mail: or(3) if delivered prepaid to telegraph office for
transmission to the Designer's office.
4..17. Royalties and Patents
4..17..1.The Contractor shall pay all royalties and license fees. He shall defend all suits or claims
for infringement of any patent rights and shall save the Owner harmless from loss on account thereof, except that
the Owner shall be responsible for all such loss when a particular design,process or the product of a particular
manufacturer or manufacturers is specified,but if the Contractor has reason to believe that the design,process or
product specified is an infringement of a patent,he shall be responsible for such loss unless he promptly gives such
information to the Designer.
4..18. Indemnification
4..18..1. To the fullest extent permitted by law,the Contractor shall indemnify and hold harmless
the Owner and the Designer and their Designers and employees from and against all claims,damages,losses and
expenses, including but not limited to attorneys' fees, arising out of or resulting from the performance of the Work,
provided that any such claim,damage,loss or expense(1) is attributable to bodily injury,sickness, disease or death,
or to injury to or destruction of tangible property(other than the Work itself) including the loss of use resulting
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commenced.
4..10.3. A copy of the progress schedule shall be kept in the Contractor's field office and be
brought up to date each month to show the actual progress of the Work.
4..11. Documents and Samples at the Site
4..11..1. The Contractor shall maintain at the site for the Owner one record copy of all Drawings,
Specifications,Addenda,Change Orders and other Modifications, in good order and marked currently to record all
changes made during construction,and approved Shop Drawings,Product Data and Samples. These shall be
available to the Designer and shall be delivered to him for the Owner upon completion of the Work.
4..12. Shop Drawings,Product Data and Samples
4..12..1. Shop Drawings are drawings,diagrams,schedules and other data specially prepared for
the Work by the Contractor or any Subcontractor,manufacturer, supplier or Distributor to illustrate some portion of
the Work.
4..12..2. Product Data are illustrations,standard schedules,performance charts,instructions,
brochures,diagrams and other information furnished by the contractor to illustrate a material,product or system for
some portion of the Work.
4..12..3. Samples are physical examples which illustrate materials,equipment or workmanship
and establish standards by which the Work will be judged.
4..12..4. The Contractor shall review,approve and submit,with reasonable promptness and in
such sequence as to cause no delay in the Work or in the work of the Owner or any separate contractor,all Shop
Drawings,Product Data and Samples required by the Contract Documents.
4..12..5. By approving and submitting Shop Drawings,Product Data and Samples,the Contractor
represents that he has determined and verified all materials,field measurements and field construction criteria
related thereto,or will do so,and that he has checked and coordinated the information contained within such
submittals with the requirements of the Work and of the Contract Documents.
4..12..6. The Contractor shall not be relieved of responsibility for any deviation from the
requirements of the Contract Documents by the Designer's approval of Shop Drawings,Product Data or Samples
under Subparagraph 2.2.14 unless the Contractor has specifically informed the Designer in writing of such deviation
at the time of submission and the Designer has given written approval to the specific deviation. The Contractor
shall not be relieved from responsibility for errors or omissions in the Shop Drawings, Product Data or Samples by
the Designer's approval thereof.
4..12..7. The Contractor shall direct specific attention, in writing or on resubmitted Shop
Drawings,Product Data or Samples,to revisions other than those requested by the Designer on previous submittals.
4..12..8. No portion of the Work requiring submission of a Shop Drawing,Product Data or
Sample shall be commenced until the submittal has been approved by the Designer as provided in Subparagraph
2.2.14. All such portions of the Work shall be in accordance with approved submittals.
4..13. Use of Site
4..13..1. The Contractor shall confine operations at the site to areas permitted by law,ordinances,
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4..6. Taxes
4..6..1. The Contractor shall pay all sales,consumer,use and other similar taxes for the Work or
portions thereof provided by the Contractor which are legally enacted at the time bids are received,whether or not
yet effective.
4..6..2. The Owner is exempt from payment of the Commonwealth of Massachusetts Sales Tax.
4..7. Permits,Fees and Notices
4..7..1. Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay
for the building permit and for all other permits and governmental fees, licenses and inspections necessary for the
proper execution and completion of the Work,which are customarily secured after execution of the Contract and
which are legally required at the time the bids are received.
4..7..2. The Contractor shall give all notices and comply with all laws,ordinances,rules,
regulations and lawful orders of any public authority bearing on the performance of the Work.
4..7.3. It is not the responsibility of the Contractor to make certain that the Contract Documents
are in accordance with applicable laws,statutes,building codes and regulations. If the Contractor observes that any
of the Contract Documents are at variance therewith in any respect,he shall promptly notify the Designer in writing,
and any necessary changes shall be accomplished by appropriate Modification.
4..7..4. If the Contractor performs any Work knowing it to be contrary to such laws,ordinances,
rules and regulations, and without such notice to the Designer,he shall assume full responsibility therefor and shall
bear all costs attributable thereto.
4..8. Allowances (intentionally deleted)
4..9. Superintendent
4..9..1. The Contractor shall employ a competent superintendent and necessary assistants who
shall be in attendance at the Project site during the progress of the Work. The superintendent shall represent the
Contractor and all communications given to the superintendent shall be as binding as if given to the Contractor.
Important communications shall be confirmed in writing. Other communications shall be so
confirmed on written request in each case.
4..10. Progress Schedule
4..10..1. The Contractor, immediately after being awarded the Contract, shall prepare and submit
for the Owner's and Designer's information an estimated progress schedule for the Work. The progress schedule
shall be related to the entire Project to the extent required by the Contract Documents,and shall provide for
expeditious and practicable execution of the Work.
4..10..2. The progress schedule shall show by bar graph or critical path method,as acceptable to
the Designer, in sufficient detail, clearly the interrelationships between the various construction operations and the
percentage of completion and the dollar value on the first day of each month for the Work in each Section of the
Specifications and also for the entire work. The graph shall also show the date that the Work in each Section
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4..4..2. The Contractor shall at all times enforce strict discipline and good order among his
employees and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him.
4..4.3. Except where otherwise specifically provided to the contrary,the words "or equal' are
hereby inserted immediately following the naming or describing of each article,assembly,system,or any
component part thereof, in any of the Contract Documents.
In accordance with Section 39M of Chapter 30 of the General Laws "an item shall be considered equal to the item
so named or described if(1)it is at least equal in quality,durability, appearance, strength,and design,(2)it will
perform at least equally the function imposed by the general design for the public work being contracted for or the
material being purchased,and(3)it conforms substantially,even with deviations,to the detailed requirements for
the item in the said specifications".
However,the Contractor and the Subcontractors are required to submit to the Designer for consideration as to its
equality,a written notice containing the name and full particulars pertaining to any items other than the specific or
specifics named or described in the Contract Documents. Such submittal shall in no event be made later than 120
calendar days prior to the incorporation of the item into the Work,except in any case in which(1)the period of time
specified in the Contract Documents for Substantial completion of the Work is less than 120 calendar days form the
time of execution of the Contract. The aforesaid written notice shall be submitted to the Designer immediately
following the execution of the Contract.
Upon receipt of such written notice,the Designer shall investigate whether the item in question shall be considered
equal to the item named or described in the Contract Documents. Upon conclusion of the investigation,the
Designer shall, in writing,promptly advise the Contractor that the item in question is,or is not,considered the equal
of the item named or described as aforesaid,and that said item may,or may not,be furnished on the Work
accordingly. Such notice must have the concurrence of the Department to be valid.
In no case may an item be furnished on the Work other than the item named or described,unless the Designer shall
consider the item equal to the item so named or described,as provided by law.
4..4..4. The equality of items offered as "equal'to the items named or described shall be proved
to the satisfaction of the Designer at the expense of the Contractor or Subcontractor submitting the substitution.
4..4..5. The Contractor or Subcontractor,as the case may be,shall assume full responsibility for
the prior performance of any item submitted as"equal'to the specific or specifics named and assume the costs of
any changes in his own Work or in the Work of other trades which may be due to such substitution.
4..5. Warran
4..5..1. The Contractor warrants to the Owner and the Designer that all materials and equipment
furnished under this Contract will be new unless otherwise specified,and that all Work will be of good quality, free
from faults and defects and in conformance with the Contract Documents. All Work not conforming to these
requirements, including substitutions not properly approved and authorized,may be considered defective. If
required by the Designer,the Contractor shall furnish satisfactory evidence as to the kind and quality of materials
and equipment. This warranty is not limited by the provisions of Paragraph 13.2.
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4..2..1. The Contractor shall carefully study and compare the Contract Documents and shall at
once report to the Designer any error, inconsistency or omission he may discover. The Contractor shall not be liable
to the Owner or the Designer for any damage resulting from any such errors, inconsistencies or omissions in the
Contract Documents. The Contractor shall perform no portion of the Work at any time without Contract Documents
or,where required,approved Shop Drawings,Product Data or Samples for such portion of the Work.
4..2..2. The Contractor shall compare all grades, lines, levels,and dimensions shown on the
Drawings with actual site conditions,and before commencing work he shall promptly report to,and await for the
reply from the Designer, any inconsistencies he may discover. The Designer shall reply within five working days.
4..3. Supervision and Construction Procedures
4..3..1. The Contractor shall supervise and direct the Work,using his best skill and attention. To
this end,he shall employ a superintendent who shall be on the site all times work is in progress. He shall be solely
responsible for all construction means,methods,techniques, sequences and procedures and for coordinating all
portions of the Work under the Contract.
4.3..2. The Contractor shall be responsible to the Owner for the acts and omissions of his
employees, Subcontractors and their Designers and employees,and other persons performing any of the Work under
a contract with the Contractor.
4.3.3. The Contractor shall not be relieved from his obligations to perform the Work in
accordance with the Contract Documents either by the activities or duties of the Designer in his administration of
the Contract,or by inspections, tests or approvals required or performed under Paragraph 7.7 by persons other than
the Contractor.
4..3..4. The Contractor, at his own expense, shall do all engineering required for establishing
grades, lines, levels, dimensions, layouts, and reference points for all trades;shall be responsible for maintaining
bench marks and other survey marks; and shall replace as directed any bench marks or survey marks which have
been disturbed or destroyed.
4.3..5. Unless otherwise required under the Contract Documents, or directed in writing by the
Designer, all Work shall be done during regular working hours. However,if the Contractor desires to carry on the
Work outside of regular working hours or Saturdays, Sundays,or Massachusetts holidays he shall allow ample time
to enable satisfactory arrangements to be made for inspecting work in progress and shall bear all cost with respect
thereto. The Owner shall bill the Contractor directly for such costs.
Work done outside of regular working hours without the consent or knowledge of the Designer shall be subject to
additional inspection and testing directed by the Designer. The cost of this testing shall be paid by the Contractor
whether the Work is found to be acceptable or not.
4..4. Labor and Materials
4..4..1. Unless otherwise provided in the Contract Documents,the Contractor shall provide and
pay for all labor, materials,equipment,tools,construction equipment and machinery,water,heat,utilities,
transportation, and other facilities and services necessary for the proper execution and completion of the Work,
whether temporary or permanent and whether or not incorporated or to be incorporated in the Work.
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- 1.5. Partial Occupancy
3..5..1. Prior to the date of Substantial Completion of the entire Project stipulated in the
agreement,the Owner shall have the right, from time to time,to occupy and use any portion of the Project as the
Work in connection therewith is substantially completed,provided such occupancy and use do not unduly interfere
with the Contractor's operations.
3..5..2. The Designer will,prior to any such occupancy and use,give written notice to the
Contractor, indicating the areas intended to be occupied and used,and the intended commencement date of such
occupancy and use. Occupancy and use shall not commence prior to a time mutually agreed to by the Owner and
the Contractor.
1.5.3. Upon receipt of such notice of intent,the Contractor shall promptly secure and submit to
the Designer endorsement from the insurance carrier and written consent from the surety,permitting occupancy and
use of the Work,or any designated portion thereof,by the Owner prior to Substantial Completion of the entire
Project. The Contractor shall be permitted to cancel his building risk insurance for building occupied by the Owner.
3..5..4. Partial occupancy by the Owner shall not constitute an acceptance of Work not in
accordance with the Contract Documents nor relieve the Contractor from the obligation of performing any Work
required by the Contract but not completed at the time of occupancy. Before such occupancy,the Designer will
give the Contractor a list of items to be completed prior to Final Completion occurring in the areas to be occupied.
3..5..5. The Contractor shall be relieved of all maintenance costs of the portion of the Project
occupied under this agreement.
3..5..6. The Contractor shall not be responsible for wear and tear or damage resulting solely from
such occupancy.
1.5.3. The Contract Sum will be adjusted by mutually acceptable arrangements between the
Owner and the Contractor with respect to heat, electricity,and water furnished by the Contractor to the portion of
the Work so occupied.
3..5..8. When any portion of the building is in condition to receive fittings,appliances,furniture
or other property furnished,or furnished and installed,by the Owner under separate contracts,the Contractor shall
allow the Owner to bring such items into the building and shall provide all reasonable facilities and protection
therefor.
4. ARTICLE 4
CONTRACTOR
4..1. Definition
4..1..1. The "Contractor" sometimes referred to as the "General Contractor", is the person or
entity identified as such in the Owner-Contractor Agreement and is referred to throughout the Contract Documents
as if singular in number and masculine in gender. The term Contractor means the Contractor or his authorized
representative.
4..2. Review of Contract Documents
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official, its Designer or engineer to make a decision on interpretation of the specifications,approval of equipment,
material or any other approval,or progress of the work,shall require that the decision be made promptly and, in any
event,no later than thirty days after the written submission for decision:but if such decision requires extended
investigation and study,the awarding authority,the official,Designer or engineer shall,within thirty days after the
receipt of the submission, give the party making the submission written notice of the reasons why the decision
cannot be made within the thirty-day period and the date by which the decision will be made.
3.3. Owner's Right To Stop The Work
3..3..1. If the Contractor fails to correct defective Work as required by Paragraph 13.2 or
persistently fails to carry out the Work in accordance with the Contract Documents,the Owner,by a written order
signed personally or by an Designer specifically so empowered by the Owner in writing,may order the Contractor
to stop the Work,or any portion thereof,until the cause for such order has been eliminated;however,this right of
the Owner to stop the Work shall not give rise to any duty on the part of the Owner to exercise this right for the
benefit of the Contractor or any other person or entity,except to the extent required by Subparagraph 6.1.3.
1.1.2. Pursuant to Chapter 30 of the General Laws,the following provisions(a)and(b)of
Section 39 O are included herein in their entirety:
(a) The Awarding Authority may order the General Contractor in writing to suspend, delay,or interrupt all or
any part of the Work for such period of time as it may determine to be appropriate for the convenience of
the Awarding Authority;provided,however,that if there is a suspension,delay or interruption for fifteen
days or more due to a failure of the Awarding Authority to act within the time specified in this contract,the
Awarding Authority shall make an adjustment in the Contract price for any increase in the cost of
performance of this Contract,but shall not include any profit to the General Contractor on such increase;
and provided further,that the Awarding Authority shall not make any adjustment in the Contract Price
under this provision for any suspension,delays,interruption or failure to act to the extent that such is due
to any cause for which this Contract provides for an equitable adjustment of the Contract Price under any
other provisions.
(b) The general contractor must submit the amount of a claim under provision(a)to the awarding authority in
writing as soon as practicable after the end of the suspension,delay, interruption or failure to act and, in
any event,not later than the date of final payment under this contract and, except for costs due to a
suspension order,the awarding authority shall not approve any costs in the claim incurred more than
twenty days before the general contractor notified the awarding authority in writing of the act or failure to
act involved in the claim.
1.4. Owner's Right To Carry Out the Work
3..4..1. If the Contractor defaults or neglects to carry out the Work in accordance with the
Contract Documents and fails within seven days after receipt of written notice from the Owner to commence and
continue correction of such default or neglect with diligence and promptness, the Owner may, after seven days
following receipt by the Contractor of an additional written notice and without prejudice to any other remedy he
may have,make good such deficiencies. In such case an appropriate Change Order shall be issued deducting from
the payments then or thereafter due the Contractor the cost of correcting such deficiencies, including compensation
for the Designer's additional services made necessary by such default,neglect or failure. Such action by the Owner
and the amount charged to the Contractor are both subject to the prior approval of the Designer. If the payments
then or thereafter due the Contractor are not sufficient to cover such amount,the Contractor shall pay the difference
to the Owner.
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6. Final payment.
7. Termination of Contract.
3..1..8. In any instance needing clarification as to whose signature is required,the Contractor
shall seek clarification in writing from the Designer.
3..1..9. Work undertaken by the Contractor or a Subcontractor at the Owner's or any other
person's order without the Administrator's countersignature prior to the start of such work shall be considered
unauthorized work shall not be considered cause for any extra payment on account of the Contract,and the
Contractor or Subcontractor shall be responsible for performing,at their own expense any corrective measures
required by the Administrator.
1.2. Information and Services Required of the Owner
3..2..1. The Owner shall,at the request of the Contractor,at the time of execution of the Owner-
Contractor Agreement, furnish to the Contractor reasonable evidence that he has made financial arrangements to
fulfill his obligations under the Contract. Unless such reasonable evidence is furnished,the Contractor is not
required to execute the Owner-Contractor Agreement or to commence the Work.
1.2..2. The Owner shall furnish all surveys describing the physical characteristics, legal
limitations and utility locations for the site of the Project, and a legal description of the site.
1.2.3. Except as provided in Subparagraph 4.7.1,the Owner shall secure and pay for necessary
approvals,easements,assessments and charges required for the construction,use or occupancy of permanent
structures or for permanent changes in existing facilities.
1.2..4. Information or services under the Owner's control shall be furnished by the Owner with
reasonable promptness to avoid delay in the orderly progress of the Work.
3..2..5. The Owner will furnish to the Contractor, free of charge, all copies of Contract
Documents reasonably necessary for the execution of the Work, including one set for record purposes. In addition,
the Owner, through the Designer, will furnish to the Contractor a reproducible transparency and one black line print
of details and clarification drawings issued after the Contract has been awarded. The Contractor,at his own
expense, shall provide and distribute such number of prints of these transparencies as required for his own and his
Subcontractors'use.
1.1.6. The Owner shall forward all instructions to the Contractor through the Designer.
Communications shall be in writing and be considered given if delivered at the office of the Contractor;or if in a
sealed,postage-prepaid envelope addressed to the Contractor's office and deposited in the United States mail; or if
delivered prepaid to a telegraph office for transmission to the Contractor's office.
3..2..7. The foregoing are in addition to other duties and responsibilities of the Owner enumerated
herein and especially those in respect to Work by Owner or by Separate Contractors,Payments and Completion,and
insurance in Articles 6,9 and 11 respectively.
3..2..8. Pursuant to Chapter 30 of the General Laws,the following Section 39 P is included herein
in its entirety.
Every contract subject to Section 39 M of this Chapter or Section 44 A of Chapter 149 which requires the City,any
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2..2..19. In case of the termination of the employment of the Designer,the Owner shall appoint an
Designer whose status under the Contract Documents shall be that of the former Designer.
3. ARTICLE 3
OWNER
3..1. Definition
3..1..1. The term"Owner",sometimes also referred to as the "Awarding Authority"or
"Authority"means the City of Northampton identified in the Owner-Contractor Agreement, a public body,politic
and corporate,organized and existing under the laws of the Commonwealth of Massachusetts. No member of the
City shall in any way, directly or indirectly be personally liable under any of the provisions of this Contract.
1.1.2. The term"Administrator"means the Designer as defined in Article 2.0.
1.1.3. The term"Construction Advisor"means the Designer as defined in Article 2.0.
3..1..4. The City and its authorized representatives and Designers shall at all times have access to,
and be permitted to observe and review all Work,materials,payrolls,records of personnel,conditions of
employment, invoices of materials,and other relevant data and records.
3..1..5. All communications,except for protests or disputes,of the Contractor to the Department
and its representatives and Designers must be forwarded through the Designer. They shall be in writing, addressed
to the Department and be considered given if delivered to the office of Designer either by hand or if in a sealed,
postage prepaid envelope, addressed to the Department c/o the Designer: or if delivered prepaid to a telegraph office
for transmission to the Designer's office.
3..1..6. Items requiring the Administrator's countersignature as per sub-paragraph 3.1.7 shall be
valid only with the signature of the Administrator or with the signature of those designated to act in his/her stead.
The Construction Advisor's signature is not sufficient on items requiring the Administrator's signature.
3..1..7. Items requiring the Administrator's countersignature to be valid shall include but not be
limited to the following:
1. Approval, substitutions, and final selection of Sub-Bidders pursuant to M.G.L. Section 44F of Chapter
149.
2. Change Orders, whether or not they affect a change in the Contract Sum or in the Contract Time.
3. Written orders,notices, and approvals given by the Owner pursuant to the Contract Documents or pursuant
to any Laws applicable to this Contract.
4. Stop Work order.
5. Certificate of Substantial Completion.
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O"
2..2..9. Claims,disputes and other matters in question between the Contractor and the Owner
relating to the execution or progress of the Work or the interpretation of the Contract Documents shall be referred
initially to the Designer for decision which will render in writing within thirty(30)days.
2..2..10. All interpretations and decisions of the Designer shall be consistent with the intent of
and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. In his
capacity as interpreter and judge,he will endeavor to secure faithful performance by both the Owner and the
Contractor,will not show partiality to either,and will not be liable for the result of any interpretation or decision
rendered in good faith in such capacity.
2..2.11.The Designer's decisions in matters relating to artistic effect will be final if consistent
with the intent of the Contract Documents.
2..2..12. The Designer's decision shall be subject to the Contractor's right of appeal to the
Administrator,as set forth in Subparagraph 7.9.
2..2..13. The Designer will have authority to reject Work which does not conform to the Contract
Documents. Whenever, in his opinion,he considers it necessary or advisable for the implementation of the intent of
the Contract Documents,he will have authority to require special inspection or testing of the Work in accordance
with Subparagraph 7.7.2 whether or not such Work be then fabricated, installed or completed. However,neither the
Designer's authority to act under this Subparagraph 2.2.13,nor any decision made by him in good faith either to
exercise or not to exercise such authority, shall give rise to any duty or responsibility of the Designer to the
Contractor,any Subcontractor,any of their Designers or employees, or any other person performing any of the
Work.
✓ 2..2..14. The Designer will review and approve or take other appropriate action upon Contractor's
submittals such as Shop Drawings,Product Data and Samples,but only for conformance with the design concept of
the Work and with the information given in the Contract Documents. Such action shall be taken with reasonable
promptness so as to cause no delay. The Designer's approval of a specific item shall not indicate approval of an
assembly of which the item is a component.
2..2..15. The Designer will prepare Change Orders in accordance with Article 12,and will have
authority to order minor changes in the Work as provided in Subparagraph 12.4.1.
2..2..16. The Designer will conduct inspections to determine the dates of Substantial Completion
and final completion, will receive and forward to the Owner for the Owner's review written warranties and related
documents required by the Contract and assembled by the Contractor, and will issue a final Certificate for Payment
upon compliance with the requirements of Paragraph 9.9.
2..2..17. If the Owner and Designer agree, the Designer will provide one or more Project
Representatives to assist the Designer in carrying out his responsibilities at the site. The duties,responsibilities and
limitations of authority of any such Project Representative shall be as explained by the Designer at a pre-
construction meeting.
2..2..18. The duties,responsibilities and limitations of authority of the Designer as the Owner's
representative during construction as set forth in the Contract Documents will not be modified or extended without
written consent of the Owner, the Contractor and the Designer.
Northampton Police Station Renovations
Project No.9918
Articles 1-17-4
2. ARTICLE 2
Designer
2..1. Definition
2..L.1. The duly authorized representative of the Owner that is responsible for the satisfactory
completion of the project.
2..2. Administration of the Contract
2..2..1. The Designer will provide administration of the Contract as hereinafter described.
2..2..2. The Designer will be the Owner's representative during construction and until final
payment is due. The Designer will advise and consult with the Owner. The Owner's instructions to the Contractor
shall be forwarded through the Designer. The Designer will have authority to act on behalf of the Owner only to the
extent provided in the Contract Documents,unless otherwise modified by written instrument in accordance with
Subparagraph 2.2.18.
2..2..3. The Designer will visit the site at intervals appropriate to the stage of construction to
familiarize himself generally with the progress and quality of the Work and to determine in general if the Work is
proceeding in accordance with the Contract Documents. However,the Designer will not be required to make
exhaustive or continuous on-site inspections to check the quality or quantity of the Work. On the basis of his on-
site observations as an Designer,he will keep the Owner informed of the progress of the work,and will endeavor to
guard the Owner against defects and deficiencies in the Work of the Contractor.
2..2..4. The Designer will not be responsible for and will not have control or charge of
construction means,methods,techniques,sequences or procedures,or for safety precautions and programs in
connection with the Work,and he will not be responsible for the Contractor's failure to carry out the Work in
accordance with the Contract Documents. The Designer will not be responsible for or have control or charge over
the acts or omissions of the Contractor, Subcontractors,or any of their Designers or employees, or any other persons
performing any of the Work.
2..2..5. The Designer shall at all times have access to the Work wherever it is in preparation and
progress. The Contractor shall provide facilities for such access so the Designer may perform his functions under
the Contract Documents.
2..2..6. Based on the Designers observations and an evaluation of the Contractor's Applications
for Payment,the Designer will determine the amounts owing to the Contractor and will issue Certificates for
Payment in such amounts,as provided in Paragraph 9.4.
2..2..7. The Designer will be the interpreter of the requirements of the Contract Documents and
the judge of the performance thereunder by both the Owner and Contractor.
2..2..8. The Designer will render interpretations necessary for the proper execution or progress of
the Work,with reasonable promptness and within thirty(30)days of request for interpretation, in accordance with
Subparagraph 3.2.8. Either party to the Contract may make written request to the Designer for such interpretations.
00k Northampton Police Station Renovations
Project No.9918
Articles 1-17--3
results. Words and abbreviations which have well-known technical or trade meanings are used in the Contract
Documents in accordance with such recognized meanings. In case of inconsistent requirements in the Contract
Documents the requirements for the greater quantity or higher quality shall take precedence and shall be the
Contract requirement.
1..2..4. The organization of the specifications into divisions,sections and articles,and the
arrangement of Drawings shall not control the Contractor in dividing the work among Subcontractors or in
establishing the extent of Work to be performed by any trade.
1..2..5. Where used in conjunction with the Designer's or Engineer's response to submittals,
requests,applications,inquiries,reports and claims by the Contractor,the meaning of the term"approved"will be
held to the limitations of the Designer's responsibilities and duties as specified in the General and Supplementary
Conditions. In no case will"approval"by the Designer be interpreted as an assurance to the Contractor that the
requirements of the Contract Documents have been fulfilled.
1..2..6. Where reference is made to standards or trade association publications,it shall mean to
refer to the latest edition and revision thereof,if any, in effect on the date of the contract Documents.
1..2..7. Except as otherwise defined in context, the following words,terms,and phrases shall
mean as follows:
1. "as shown," "as indicated," "as detailed,"or"as noted"shall mean"as shown(indicated,etc.)on drawings
or any other diagrammatic or written reference on the Drawings."
2. "Provide" shall mean"furnish and install,complete and ready for intended use."
3. "Directed," "required," "permitted," "ordered," "designed," "prescribed," and similar words shall mean
the"direction(requirement,permission,order,designation,or prescription)of the Designer."
4. "Approved," "acceptable," "satisfactory," and similar words shall mean"approved by(acceptable or
satisfactory to)the Designer".
5. "Necessary," "responsible," "proper," "correct," and similar words shall mean"necessary(reasonable,
proper,or correct) in the judgment of the Designer."
1..1.8. Words in the singular shall also mean and include the plural, wherever the context so
indicates, and words in the plural shall mean the singular,wherever the context so indicates.
1.3. Ownership and Use of Documents
1..3..1. All Drawings, Specifications and copies thereof furnished by the Designer are and shall
remain the property of the City. They are to be used only with respect to his project and are not to be used any other
project. With the exception of one contract set for each party to the Contract,such documents are to be returned or
suitably accounted for to the City on request at the completion of the Work. Submission or distribution to meet
official regulatory requirements or for other purposes in connection with the Project is not to be construed as
publication in derogation of the City's rights.
Northampton Police Station Renovations
Project No.9918
Articles 1-17--2
1. ARTICLE 1
CONTRACT DOCUMENTS
1..1. Definitions
1..1..1. The Contract Documents
The Contract documents consist of the Owner-Contractor Agreement,Advertisement,Bidding
Documents,Contract Forms,Conditions of the Contract,Specifications,Drawings,and all addenda issued prior to
and all Modifications issued after execution of the Contract. A Modification is(1)a written amendment to the
contract signed by both parties, (2)a Change Order,(3)a written interpretation issued by the Designer pursuant to
Subparagraph 2.2.8,or(4)a written order for a minor change in the work issued by the Designer pursuant to
Paragraph 12.4.
1..1..2. The Contract
The Contract Documents form the Contract for Construction. This Contract represents the entire
and integrated agreement between the parties hereto and supersedes all prior negotiations,representations,or
agreements,either written or oral. The Contract may be amended or modified only by a Modification as defined in
Subparagraph 1.1.1. The Contract Documents shall not be construed to create any contractual relationship of any
kind between the Designer and the Contractor,but the Designer shall be entitled to performance of obligations
intended for his benefit, and to enforcement thereof. Nothing contained in the Contract Documents shall create any
contractual relationship between the Owner or the Designer and any Subcontractor or Sub-subcontractor.
1..1..3. The Work
The Work comprises the completed construction required by the Contract Documents and
includes all labor necessary to produce such construction, and all materials and equipment incorporated or to be
incorporated in such construction.
1..1..4. The Project
The project is the total construction of which the Work performed under the Contract Documents
may be the whole or a part.
1..2. Execution,Correlation and Intent
1..2..1. The Contract Documents shall be signed in not less than triplicate by the Owner and
Contractor. If either the Owner or the Contractor or both do not sign the Conditions of the Contract,Drawings,
Specifications, or any of the other Contract Documents,the Designer shall identify such Documents.
1..2..2. By executing the Contract,the Contractor represents that he has visited the site,
familiarized himself with the local conditions under which the work is to be performed, and correlated his
observations with the requirements of the Contract Documents.
1..2.3. The intent of the Contract Documents is to include all items necessary for the proper
execution and completion of the Work. The Contract Documents are complementary, and what is required by any
one shall be as binding as if required by all. Work not covered in the Contract Documents will not be required
unless it is consistent therewith and is reasonably inferable therefrom as being necessary to produce the intended
Northampton Police Station Renovations
Project No.9918
Articles 1-17--1
IN, 11111
low
Contractor Quarterly Projected Workforce Table
Name of Contractor:
Address:
Contracting Agency:
Project Name:
Contract Dollar Value: Contract #:
Trades Utilized:
Estimate Total Hours to Complete Work:
Quarter Begin: End:
Prepared By: Date:
NOTE: A revised table must be submitted if there are any changes on
projections.
WEEK PROJECTED PROJECTED PROJECTED
ENDING TRADES TOTAL WORKHOURS MIN. HOURS WOM. HOURS
Statement of Compliance
19
I,
Name of signatory party) (Title)
do hereby state:
That I pay or supervise the payment of the persons employed by
(Contractor, subcontractor of public body)
on
the
(Building of Project)
and that all mechanics and apprentices, teamsters, chauffeurs and laborers
employed on said project have been paid in accordance with wages determined
under the provisions of Sections twenty-six (26) and twenty-seven (27) of
Chapter one hundred and forty-nine (149) of the General Laws .
Signature
Title
(Signed under penalties of perjury aprovided for under Section 27B
of Chapter 149, General Laws. )
'* Letter of Intent
To be completed by MBE and submitted by the Contractor
Project Number:
Project Description:
To:
Name of Contractor
1. My company intends to perform work in connection with the above project
as:
an individual
a partnership
a corporation
a joint venture with
other (explain)
2 . My company has been certified by SOMBA which has current notice of its
minority ownership, control and management.
3 . My company understands that if you are awarded the contract referenced
above, you intend to enter into an agreement with my company to perform
rte"°
the activity described below for the price indicated.
MBE PARTICIPATION WILL BE (specific description of activity) :
Total Amount
MBE Company Name
Address
Telephone
Signature of MBE Authorized Agent
Date
0OW Subcontractor's Certification
Name of Project
Prior to the award of any subcontract, regardless of tier, the prospective
subcontractor must execute and submit to the Prime Contractor the following
certification, which will be deemed a part of the resulting subcontract:
SUBCONTRACTOR'S CERTIFICATION
certifies that:
(Company Name)
1. it tends to use the following listed construction trades in the work
under the subcontract
and
2 . will comply with the minority manpower ratio and specific affirmative
action steps contained herein; and
3 . will obtain from each of the subcontractors prior to the award of any
subcontract under this subcontractor certification required by these
bid conditions.
(Signature of authorized representative of subcontractor)
` Contractors' Certification
Name of Project
A contractor will not be eligible for award of a contract unless such
contractor has submitted the following certification, which is deemed a part
of the resulting contract;
CONTRACTOR'S CERTIFICATION
certifies that:
(Company Name)
1. it tends to use the following listed construction trades in the work
under the contract
and
2 . will comply with the minority manpower ratio and specific affirmative
action steps contained herein; and
3 . will obtain from each of its subcontractors and submit to the
contracting or administering agency prior to the award of any
subcontract under this contract the subcontractor certification
required by these bid conditions.
(Signature of authorized representative of contractor)
OW
" Certificate by Corporation to Sign Contract
At a duly authorized meeting of the Board of Directors of the
held on
(Name of Corporation) (Date)
At which all the Directors were present or waived notice, it was voted that,
(Name) (Officer)
of this company, be and he hereby is authorized to execute contracts and
bonds in the name and behalf of said company, and affix its Corporate Seal
thereto, and such execution of any contract or obligation in this company's
name on its behalf by such under seal of the
company, (Officer)
shall be valid and binding upon this company,
A TRUE COPY,
ATTEST:
(Clerk)
PLACE OF BUSINESS
DATE OF THIS CONTRACT
I
hereby certify that I am the clerk of the
that
is the duly elected of said company, and the
above vote has not been amended or rescinded and remains in full force and
effect as of the date of this contract.
(Clerk) (Corporate Seal)
O
Foreign Corporation Certification
AFFIDAVIT OF COMPLIANCE
Form AF-4A 1/78
EXECUTIVE OFFICE FOR
ADMINISTRATION AND FINANCE
The Commonwealth of Massachusetts
MASSACHUSETTS BUSINESS CORPORATION
NON-PROFIT CORPORATION
FOREIGN (non-Massachusetts) Corporation
1. President Clerk of
whose principal office is
(Name of Corporation)
located
do hereby certify that the above named Corporation has filed with the State
Secretary all certificates and annual reports required by Chapter 156B,
Section 109 (Business Corporation) , by Chapter 181, Section 4 (Foreign
Corporation) , or by Chapter 180, Section 26A (non-profit Corporation) of the
Massachusetts General Laws.
SIGNED UNDER THE PENALTIES OF PERJURY THIS day of , 19
Signature of responsible Corporate Officer
Tax and Reporting Compliance Certification
Pursuant to M.G.L. Chapter 62C, Section 49A, I certify under the penalties of
perjury that I have, to my best knowledge and belief, complied with the law
of the Commonwealth relating to taxes, reporting of employees and
contractors, and withholding and remitting child support.
Social Security Number or Signature of Individual or
Federal Identification Number Corporate Name
by
Corporate Officer
(if applicable)
Bond shall be construed as a statutory bond and not as a Construction Contract, architectural and engineering
common law bond. services required for performance of the work of the
14 Upon request by any person or entity appearing to be a Contractor and the Contractor's subcontractors, and
all other items for which a mechanic's lien may be
potential beneficiary of this Bond, the Contractor shall asserted in the jurisdiction where the labor, materials
promptly furnish a copy of this Bond or shall permit a copy or equipment were furnished.
to be made.
15 DEFINITIONS 15.2 Construction Contract:The agreement between
the Owner and the Contractor identified on the sig-
15.1 Claimant: An individual or entity having a direct nature page, including all Contract Documents and
contract with the Contractor or with a subcontractor of changes thereto.
the Contractor to furnish labor, materials or equip- 15.3 Owner Default: Failure of the Owner,which has
ment for use in the performance of the Contract. The neither been remedied nor waived, to pay the Con-
intent of this Bond shall be to include without limita- tractor as required by the Construction Contract or to
tion in the terms"labor, materials or equipment"that perform and complete or comply with the other terms
part of water, gas, power, light, heat, oil, gasoline, thereof.
telephone service or rental equipment used in the
MODIFICATIONS TO THIS BOND ARE AS FOLLOWS:
(Space is provided below for additional signatures of added parties, other than those appearing on the cover page.)
CONTRACTOR AS PRINCIPAL SURETY
Company: (Corporate Seal) Company: (Corporate Seal)
Signature: Signature:
Name and Title: Name and Title:
Address: Address:
AIA DOCUMENT A312- PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. •AIA J A312-1984 6
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006
THIRD PRINTING •MARCH 1987
1 The Contractor and the Surety, jointly and severally, 6 When the Claimant has satisfied the conditions of
bind themselves, their heirs, executors, administrators, Paragraph 4, the Surety shall promptly and at the
successors and assigns to the Owner to pay for labor, Surety's expense take the following actions:
materials and equipment furnished for use in the perfor-
mance of the Construction Contract, which is incorpo- 6.1 Send an answer to the Claimant, with a copy to
rated herein by reference. the Owner, within 45 days after receipt of the claim,
stating the amounts that are undisputed and the basis
2 With respect to the Owner, this obligation shall be for challenging any amounts that are disputed.
null and void if the Contractor: 6.2 Pay or arrange for payment of any undisputed
2.1 Promptly makes payment, directly or indirectly, amounts.
for all sums due Claimants, and
7 The Surety's total obligation shall not exceed the
2.2 Defends, indemnifies and holds harmless the amount of this Bond,and the amount of this Bond shall be
Owner from claims, demands, liens or suits by any credited for any payments made in good faith by the Surety.
person or entity whose claim, demand, lien or suit is
for the payment for labor,materials or equipment fur- 8 Amounts owed by the Owner to the Contractor under
nished for use in the performance of the Construction the Construction Contract shall be used for the perfor-
Contract, provided the Owner has promptly notified mance of the Construction Contract and to satisfy claims,
the Contractor and the Surety (at the address if any, under any Construction Performance Bond. By
described in Paragraph 12) of any claims, demands, the Contractor furnishing and the Owner accepting this
liens or suits and tendered defense of such claims, Bond, they agree that all funds earned by the Contractor
demands, liens or suits to the Contractor and the in the performance of the Construction Contract are
Surety, and provided there is no Owner Default. dedicated to satisfy obligations of the Contractor and
the Surety under this Bond, subject to the Owner's prior-
3 With respect to Claimants, this obligation shall be ity to use the funds for the completion of the work.
null and void if the Contractor promptly makes pay-
ment, directly or indirectly, for all sums due. 9 The Surety shall not be liable to the Owner, Claimants
4 The Surety shall have no obligation to Claimants or others for obligations of the Contractor that are unrelat-
under this Bond until: ed to the Construction Contract. The Owner shall not be
liable for payment of any costs or expenses of any Claim-
4.1 Claimants who are employed by or have a direct ant under this Bond,and shall have under this Bond no obli-
contract with the Contractor have given notice to the gations to make payments to, give notices on behalf of,or
Surety(at the address described in Paragraph 12)and otherwise have obligations to Claimants under this Bond.
sent a copy, or notice thereof, to the Owner, stating
that a claim is being made under this Bond and, with 10 The Surety hereby waives notice of any change,
substantial accuracy, the amount of the claim. including changes of time, to the Construction Contract
4.2 Claimants who do not have a direct contract or to related subcontracts, purchase orders and other
with the Contractor: obligations.
.1 Have furnished written notice to the Con- 11 No suit or action shall be commenced by a Claimant
tractor and sent a copy, or notice thereof, to under this Bond other than in a court of competent juris-
the Owner, within 90 days after having last diction in the location in which the work or part of the
performed labor or last furnished materials or work is located or after the expiration of one year from the
equipment included in the claim stating,with date(1)on which the Claimant gave the notice required by
substantial accuracy, the amount of the claim Subparagraph 4.1 or Clause 4.2.3, or (2) on which the last
and the name of the party to whom the labor or service was performed by anyone or the last mate-
materials were furnished or supplied or for rials or equipment were furnished by anyone under the Con-
whom the labor was done or performed; and struction Contract,whichever of(1)or(2)first occurs. If the
provisions of this Paragraph are void or prohibited by law,
.2 Have either received a rejection in whole or the minimum period of limitation available to sureties as a
in part from the Contractor, or not received defense in the jurisdiction of the suit shall be applicable.
within 30 days of furnishing the above no-
tice any communication from the Contractor
by which the Contractor has indicated the 12 Notice to the Surety, the Owner or the Contractor
claim will be paid directly or indirectly; and shall be mailed or delivered to the address shown on the
signature page. Actual receipt of notice by Surety, the
.3 Not having been paid within the above 30 Owner or the Contractor, however accomplished, shall
days, have sent a written notice to the Surety be sufficient compliance as of the date received at the
(at the address described in Paragraph 12)and address shown on the signature page.
sent a copy, or notice thereof, to the Owner,
stating that a claim is being made under this 13 When this Bond has been furnished to comply with a
Bond and enclosing a copy of the previous statutory or other legal requirement in the location where
written notice furnished to the Contractor. the construction was to be performed, any provision in this
Bond conflicting with said statutory or legal requirement
5 If a notice required by Paragraph 4 is given by the shall be deemed deleted herefrom and provisions con-
Owner to the Contractor or to the Surety, that is suffi- forming to such statutory or other legal requirement shall
cient compliance. be deemed incorporated herein. The intent is that this
AIA DOCUMENT A312• PERFORMANCE BOND AND PAYMENT BOND•DECEMBER 1984 ED •AIA''
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE,N W,WASHINGTON,DC 20006 A312-1984 5
THIRD PRINTING • .MARCH 1987
THE AMERICAN INSTITUTE OF ARCHITECTS
opk AIA Document A312
Payment Bond
Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable.
CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business):
OWNER (Name and Address):
CONSTRUCTION CONTRACT
Date:
Amount:
Description (Name and Location):
BOND
Date (Not earlier than Construction Contract Date):
Amount:
Modifications to this Bond: ❑ None ❑ See Page 6
CONTRACTOR AS PRINCIPAL SURETY
Company: (Corporate Seal) Company: (Corporate Seal)
Signature: Signature:
Name and Title: Name and Title:
(Any additional signatures appear on page 6)
(FOR INFORMATION ONLY—Name, Address and Telephone)
AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or
other party):
AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND - DECEMBER 1984 ED. •AIA ?:
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A312-1984 4
THIRD PRINTING •MARCH 1987
able to sureties as a defense in the jurisdiction of the suit tractor of any amounts received or to be received by
shall be applicable. the Owner in settlement of insurance or other claims
10 Notice to the Surety,the Owner or the Contractor shall for damages to which the Contractor is entitled, re-
be mailed or delivered to the address shown on the sig duced by all valid and proper payments made to or on behalf of the Contractor under the Construction Con-
nature page. tract.
11 When this Bond has been furnished to comply with a 12,2 Construction Contract:The agreement between
statutory or other legal requirement in the location where the Owner and the Contractor identified on the sig-
the construction was to be performed,any provision in this nature page, including all Contract Documents and
Bond conflicting with said statutory or legal requirement changes thereto.
shall be deemed deleted herefrom and provisions con-
forming to such statutory or other legal requirement shall 12.3 Contractor Default: Failure of the Contractor,
be deemed incorporated herein. The intent is that this which has neither been remedied nor waived, to per-
Bond shall be construed as a statutory bond and not as a form or otherwise to comply with the terms of the
common law bond. Construction Contract.
12 DEFINITIONS 12.4 Owner Default: Failure of the Owner,which has
neither been remedied nor waived, to pay the Con-
12.1 Balance of the Contract Price: The total amount tractor as required by the Construction Contract or to
payable by the Owner to the Contractor under the perform and complete or comply with the other terms
Construction Contract after all proper adjustments thereof.
have been made, including allowance to the Con-
MODIFICATIONS TO THIS BOND ARE AS FOLLOWS:
(Space is provided below for additional signatures of added parties, other than those appearing on the cover page.)
CONTRACTOR AS PRINCIPAL SURETY
Company: (Corporate Seal) Company: (Corporate Seal)
Signature: Signature:
Name and Title: Name and Title:
Address: Address:
AIA DOCUMENT A312• PERFORMANCE BOND AND PAYMENT BOND - DECEMBER 1984 ED. - AIA R,
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A312-1984 3
THIRD PRINTING • MARCH 1987
1 The Contractor and the Surety, jointly and severally, which it may be liable to the Owner and, as
bind themselves, their heirs, executors, administrators, soon as practicable after the amount is deter-
successors and assigns to the Owner for the performance mined, tender payment therefor to the
of the Construction Contract,which is incorporated herein Owner; or
by reference.
.2 Deny liability in whole or in part and notify the
2 If the Contractor performs the Construction Contract, Owner citing reasons therefor.
the Surety and the Contractor shall have no obligation 5 If the Surety does not proceed as provided in Paragraph
under this Bond, except to participate in conferences as 4 with reasonable promptness,the Surety shall be deemed
provided in Subparagraph 3.1. to be in default on this Bond fifteen days after receipt of an
3 If there is no Owner Default, the Surety's obligation additional written notice from the Owner to the Surety
under this Bond shall arise after: demanding that the Surety perform its obligations under
this Bond, and the Owner shall be entitled to enforce any
3.1 The Owner has notified the Contractor and the remedy available to the Owner. If the Surety proceeds as
Surety at its address described in Paragraph 10 below provided in Subparagraph 4.4, and the Owner refuses the
that the Owner is considering declaring a Contractor payment tendered or the Surety has denied liability, in
Default and has requested and attempted to arrange a whole or in part,without further notice the Owner shall be
conference with the Contractor and the Surety to be entitled to enforce any remedy available to the Owner.
held not later than fifteen days after receipt of such
notice to discuss methods of performing the Construe- 6 After the Owner has terminated the Contractor's right
tion Contract. If the Owner, the Contractor and the to complete the Construction Contract, and if the Surety
Surety agree, the Contractor shall be allowed a reason- elects to act under Subparagraph 4.1, 4.2, or 4.3 above,
able time to perform the Construction Contract, but then the responsibilities of the Surety to the Owner shall
such an agreement shall not waive the Owner's right, if not be greater than those of the Contractor under the
any, subsequently to declare a Contractor Default; and Construction Contract, and the responsibilities of the
Owner to the Surety shall not be greater than those of the
3.2 The Owner has declared a Contractor Default and Owner under the Construction Contract.To the limit of the
formally terminated the Contractor's right to complete amount of this Bond, but subject to commitment by the
the contract. Such Contractor Default shall not be de- Owner of the Balance of the Contract Price to mitigation of
clared earlier than twenty days after the Contractor and costs and damages on the Construction Contract,the Sure-
the Surety have received notice as provided in Sub- ty is obligated without duplication for:
paragraph 3.1; and
6.1 The responsibilities of the Contractor for correc-
3.3 The Owner has agreed to pay the Balance of the tion of defective work and completion of the Construc-
Contract Price to the Surety in accordance with the tion Contract;
terms of the Construction Contract or to a contractor
selected to perform the Construction Contract in accor- 6.2 Additional legal, design professional and delay
dance with the terms of the contract with the Owner. costs resulting from the Contractor's Default, and re-
sulting from the actions or failure to act of the Surety
4 When the Owner has satisfied the conditions of Para- under Paragraph 4; and
graph 3, the Surety shall promptly and at the Surety's ex-
pense take one of the following actions: 6.3 Liquidated damages, or if no liquidated damages
are specified in the Construction Contract, actual darn-
4.1 Arrange for the Contractor, with consent of the ages caused by delayed performance or non-perfor-
Owner, to perform and complete the Construction mance of the Contractor.
Contract; or
7 The Surety shall not be liable to the Owner or others for
4.2 Undertake to perform and complete the Construe- obligations of the Contractor that are unrelated to the Con-
tion Contract itself, through its agents or through inde- struction Contract, and the Balance of the Contract Price
pendent contractors; or shall not be reduced or set off on account of any such
4.3 Obtain bids or negotiated proposals from unrelated obligations. No right of action shall accrue on
qualified contractors acceptable to the Owner for a this Bond to any person or entity other than the Owner or
contract for performance and completion of the Con- its heirs, executors, administrators or successors.
struction Contract, arrange for a contract to be pre- g The Surety hereby waives notice of any change, includ-
pared for execution by the Owner and the contractor ing changes of time, to the Construction Contract or to
selected with the Owner's concurrence, to be secured related subcontracts, purchase orders and other obliga-
with performance and payment bonds executed by a tions.
qualified surety equivalent to the bonds issued on the
Construction Contract, and pay to the Owner the 9 Any proceeding, legal or equitable, under this Bond
amount of damages as described in Paragraph 6 in ex- may be instituted in any court of competent jurisdiction in
cess of the Balance of the Contract Price incurred by the the location in which the work or part of the work is located
Owner resulting from the Contractor's default; or and shall be instituted within two years after Contractor
4.4 Waive its right to perform and complete, arrange Default or within two years after the Contractor ceased
working or within two years after the Surety refuses or fails
for completion, or obtain a new contractor and with to perform its obligations under this Bond, whichever oc-
reasonable promptness under the circumstances curs first. If the provisions of this Paragraph are void or
.1 After investigation, determine the amount for prohibited by law, the minimum period of limitation avail-
AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • ALA a. A312-1984 2
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006
THIRD PRINTING • MARCH 1987
THE AMERICAN INSTITUTE OF ARCHITECTS
AIA Document A312
Performance Bond
Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable.
CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business):
OWNER (Name and Address):
CONSTRUCTION CONTRACT
Date:
Amount:
Description (Name and Location):
BOND
Date (Not earlier than Construction Contract Date):
Amount:
Modifications to this Bond: ❑ None ❑ See Page 3
CONTRACTOR AS PRINCIPAL SURETY
Company: (Corporate Seal) Company: (Corporate Seal)
Signature: Signature:
Name and Title: Name and Title:
(Any additional signatures appear on page 3)
(FOR INFORMATION ONLY—Name, Address and Telephone)
AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or
other party):
AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 19134 ED. • AIA R
THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N_W., WASHINGTON, D.C. 20006 A312-1984 I
THIRD PRINTING • MARCH 1987
This contract shall be deemed to be a Massachusetts contract and
its interpretation and construction shall be governed by the laws
of Massachusetts and the Charter and Ordinances of the Owner.
The City of Northampton is not bound by this Contract until
approved by the Mayor of Northampton.
IN WITNESS WHEREOF, the Owner caused these presents to be signed
in quadruplicate and approved by Mary L. Ford its Mayor and the
said Contractor has caused these presents to be signed in
quadruplicate and its official seal to be hereto affixed by its
officer or agent thereunto duly authorized (by the attached
corporate resolution) . This instrument shall take effect as a
sealed instrument.
CONTRACTOR:
Company Name
its
Authorized Signature
Title Date
CITY OF NORTHAMPTON
BY: CITY PROPERTY COMMITTEE
Agency Name
signatures
Date
City Auditor, approved as to appropriation
Date
City Solicitor, approved as to form
Date
Mayor of Northampton
Northampton Police Station Renovations
Project No.9918
Construction Contract
CITY OF NORTHAMPTON
MASSACHUSETTS
CONTRACT NUMBER:
VENDOR NUMBER:
CONSTRUCTION CONTRACT
THIS AGREEMENT, executed this day of 1999
by and between:
hereinafter called "Contractor" and the City of Northampton, a
municipal corporation in the County of Hampshire, Commonwealth of
Massachusetts, party of the second part hereinafter called
"Owner. "
WITNESSETH, that for the consideration hereinafter mentioned, the
Owner and the Contractor shall agree to the terms and conditions
contained in this contract, enumerated as follows: The Owner-
Contractor Agreement, Advertisement, Bidding Documents, Contract
Forms, Insurance Requirements, Specifications, and all addenda
issued prior to and all Modifications issued after execution of
the Contract.
The OWNER shall pay the Contractor for the performance of this
contract in the sum of:
dollars
in accordance with the terms of this contract.
This contract shall not be altered in any particular without the
consent of all parties to this contract. All alterations to this
contract must be in writing and authorized as such by the Mayor
and a Majority vote of the Board, Agency, or Committee signing
this contract.
In the event the Contractor is a corporation a certificate that
the person executing this contract is duly authorized to sign,
must accompany this contract.
Final payment on this contract shall release and discharge the
Owner from any and all claims against the owner on account of any
work performed hereunder, or any alteration hereto.
Northampton Police Station Renovations
Project No.9918
Construction Contract
Must be submitted with your bid.
MBE Participation Schedule
Project Number:
Project Description:
The Contractor must indicate the MBE it intends to use in the contract, as
follows :
Name & Address Nature of Dollar Value of
of MBE Participation Participation
1.
2 .
3 .
Total MBE Commitment:
Contractor Company Name
Address
Signature, Contractor Authorized Agent
This form must be completed and submitted with your bid.
Northampton Police Station Renovations
Project No.9918
Section 00302-MBE Form
G. The undersigned further agrees to be bound to the general contractor by the terms of the hereinbefore
described plans, specifications, including all general conditions stated therein,and addenda, and to assume toward
him/her all the obligations and responsibilities that he/she,by those documents,assumes toward the owner.
H. The undersigned offers the following information as evidence of his/her qualifications to perform the
work as bid upon according to all the requirements of the plans and specifications:
1. Have been in business under present business name years.
2. Ever failed to complete any work awarded?
3. List one or more recent buildings with names of the general contractor and architect on which you
served as a subcontractor for work of similar character as required for the above-named building.
Building Architect General Contractor Amount of Contract
4. Bank reference:
I. The undersigned hereby certifies that he/she is able to furnish labor that can work in harmony with all
other elements of labor employed or to be employed on the work and that he/she will comply fully with all
laws and regulations applicable to awards of subcontractors subject to Section 44F.
The undersigned further certifies under the penalties of perjury that this sub-bid is in all respects bona fide, fair
and made without collusion or fraud with any other person. As used in the subsection the word"person"shall mean
any natural person,joint venture,partnership,corporation or other business or legal entity. The undersigned further
certifies under penalties of perjury that the said undersigned is not presently debarred from doing public construc-
tion work in the Commonwealth under the provisions of Chapter 29, Section 29F,or any other applicable debarment
provisions of any other chapter of the General Laws or any rule or regulation promulgated thereunder.
Date:
(NAME OF SUB-BIDDER)
By
(TITLE AND NAME OF PERSON SIGNING)
(BUSINESS ADDRESS)
(CITY AND STATE)
Northampton Police Station Renovations
Project No.9918
Section 00301 -Sub-Bid Form-2
FORM FOR SUB -BID
To all General Bidders Except those Excluded:
A. The undersigned proposes to furnish all labor and materials required for the completing, in accordance
with the accompanying plans and specifications and addenda,all the work specified in Section No.
of the specifications and in any plans specified in such section,prepared by Ford Gillen
Architects,Inc.,409 Main St.,Amherst,Massachusetts 01002, for Northampton Police Station
Renovations,Northampton Massachusetts,
for the contract sum of$
B. This sub-bid includes addenda numbered
C. This sub-bid
[ J may be used by an general bidder except:
[ ] may only be used by the following general bidders:
(to exclude general bidders,insert"X"in one box only and fill in blank following that box; do not
answer C if no general bidders are excluded)
D. The undersigned agrees that, if he/she are selected as sub-bidder,he/she will within five days,Saturdays,
Sundays and legal holidays excluded, after presentation of a subcontract by the general bidder selected as the
POW general contractor,execute with such general bidder a subcontract in accordance with the terms of this sub-bid, and
contingent upon the execution of the general contract,and,if requested to do so in the general bid by such general
bidder,who shall pay the premiums therefor, furnish a performance and payment bond of a surety company
qualified to do business under the laws of the Commonwealth and satisfactory to the awarding authority in the full
sum of the subcontract price,
E. The names of all persons, firms and corporations famishing to the undersigned labor or labor and
materials for the class or classes or part thereof of work for which the provisions of the section of the specifications
for this sub-trade require a listing in this paragraph, including the undersigned if customarily furnished by persons
on his/her own payroll and in the absence of a contrary provision in the specifications,the name of each such class
of work or part thereto and the bid price for such class of work or part thereof are:
Name Class of Work Bid Price
(Do not give bid price for any class or part thereof furnished by undersigned.)
F. The undersigned agrees that the above list of bids to the undersigned represents bona fide bids based on
pA�► the hereinbefore described plans, specifications and addenda and that, if the undersigned is awarded the contract,
they will be used for the work indicated at the amounts stated,if satisfactory to the awarding authority.
Northampton Police Station Renovations
Project No.9918
Section 00301 -Sub-Bid Form-1
.ems"•-_
The undersigned agrees that if they are selected as general contractor, they will promptly confer with the
awarding authority on the question of sub-bidders;and that the awarding authority may substitute for any sub-bid
listed above a sub-bid filed with the awarding authority by another sub-bidder for the sub-trade against whose
standing and ability the undersigned makes no objection;and the undersigned will use all such finally selected sub-
bidders at the amounts named in their respective sub-bids and be in every way as responsible for them and their
work as if they had been originally named in this general bid,the total contract price being adjusted to conform
thereto.
E. The undersigned agrees that,if they are selected as general contractor,they will within five days,
Saturdays,Sundays and legal holidays excluded,after presentation thereof by the awarding authority,execute a
contract in accordance with the terms of this bid and furnish a performance bond and also a labor and materials or
payment bond,each of a surety company qualified to do business under the laws of the Commonwealth and
satisfactory to the awarding authority and each in the sum of the contract price,the premium for which shall be paid
by the general contractor and are included in the contract price.
The undersigned hereby certifies that they are able to furnish labor that can work in harmony with all
other elements of labor employed or to be employed on the work and that they will comply fully with all laws and
regulations applicable to awards made subject to Section 44A.
The undersigned further certifies under the penalties of perjury that this bid is in all respects bona fide,
fair and made without collusion or fraud with any other person. As used in the subsection the word"person"shall
mean any natural person,joint venture,partnership,corporation or other business or legal entity.
The undersigned further certifies under penalties of perjury that the said undersigned is not presently
debarred from doing public construction work in the Commonwealth under the provisions of Chapter 29, Section
29F,or any other applicable debarment provisions of any other chapter of the General Laws or any rule or
regulation promulgated thereunder.
Date:
(NAME OF GENERAL BIDDER)
By
(NAME OF PERSON SIGNING AND TITLE)
(BUSINESS ADDRESS)
(CITY AND STATE)
Northampton Police Station Renovations
Project No.9918
Section 00300-Bid Form-2
BID FORM
To the Awarding Authority:
A. The undersigned proposes to furnish all labor and materials required for the
Northampton Police Station Renovations,29 Center St.,Northampton Massachusetts
in accordance with the accompanying plans and specifications prepared by Ford Gillen Architects,Inc.,409 Main
St.,Amherst,Massachusetts 01002, for the contract price specified below,subject to additions and deductions
according to the terms of the specifications.
B. This bid includes addenda numbered
C. The proposed contract price is
dollars ($ ).
D. The subdivision of the proposed contract price is as follows:
Item 1. The work of the general contract,being all work other than that covered by Item 2
Item 2. Sub-bids are as follows:
Sub-trade Name of Sub-bidder Amount Bonds required,
indicated by
"Yes"or"No"
The undersigned agrees that each of the above named sub-bidders will be used of the work indicated at
the amount stated,unless a substitution is made. The undersigned further agrees to pay the premiums for the
performance and payment bonds furnished by sub-bidders as requested herein and that all of the cost of all such
premiums is included in the amount set forth in Item 1 of this bid.
Northampton Police Station Renovations
Project No.9918
Section 00300-Bid Form-1
B. Special attention is directed to the provisions of Sections 44A-44L of Chapter 149 defining the term
"lowest responsible and eligible Bidder"and giving the Awarding Authority the right to require
essential information in regard to qualifications.
C. If the General Bidder selected as the General Contractor fails to execute a Contract in accordance
with the terms of their General Bid and furnish a Performance Bond and also a Labor and Materials or
Payment Bond as stated in the General Bid as provided herein,an award will be made to the next
lowest responsible and eligible General Bidder.
D. The thirty(30)day time limit will not apply to a second or subsequent award made after the
expiration of the time limit because the General Bidder failed to execute the General Contract or to
provide a Performance Bond and Labor and Materials or Payment Bond.
1.11 EXECUTION OF CONTRACTS
A. The General Bidder who is selected as General Contractor shall execute a Contract with the Owner
within five(5)days, Saturdays,Sundays and legal holidays excluded,after presentation thereof in
accordance with their General Bid;and shall furnish with the executed Contract a Performance Bond
and Labor and Materials or Payment Bond,each of which shall be in the sum of 100%of the Contract
Price, the premiums for which are to be paid by the General Contractor and are included in the
Contract Price. The Surety Company must be qualified to do business under the laws of the
Commonwealth of Massachusetts and must be satisfactory to the Awarding Authority. Attorneys-in-
fact who sign bonds must file with each bond a certified and effectively dated copy of their power of
attorney.
B. The Awarding Authority reserves the right to require the General Bidder to execute subcontracts(for
trades as to which sub-bids were filed)before execution of the General Contract and to furnish copies
of the executed subcontracts with the executed Contract.
1.12 COMMENCEMENT OF WORK AND TIME OF COMPLETION
A. The selected General Bidder must agree to commence work within two weeks of receipt of contract.
B. Work is to be completed by April 1, 2000.
END OF SECTION
Northampton Police Station Renovations
Project No.9918
Section 00100-Instructions to Bidders-4
B. Attention of all Bidders is directed to provisions of Massachusetts General Laws Chapter 30, Section
39L,as amended by Chapter 446 of the Acts of 1963,which provides that the Awarding Authority
may not enter into a contract for construction work and may not approve as a subcontractor furnishing
labor and materials for a part of any such work a foreign corporation which has not complied with the
requirements of Section 3 and 5 of Chapter 181 of the General Laws. The term"foreign corporation"
means a corporation not incorporated under the laws of the Commonwealth of Massachusetts.
1.08 SUBMISSION OF BIDS
A. Each General Bid and Sub-Bid shall be submitted on the form furnished by the Architect. All blank
spaces shall be filled in, in ink or typewritten,in words and figures,and in figures only where no
space is provided for words,and signed by the Bidder. The form including the Bid Security and the
MBE Participation Schedule,shall be enclosed in a sealed envelope with the following plainly
marked on the outside:
GENERAL BID or SUB-BID: Northampton Police Station Renovations
B. If Bid is mailed,the General Bidder or Sub-Bidder shall enclosed the sealed Bid in an outer envelope,
addressed as follows:
From: General Bidder's or Sub-Bidder's name and business address
Project: Northampton Police Station Renovations
To: Mr.Brett Jacobus
Director of Central Services
240 Main St.
Northampton, MA 01060
C. All Bidders are cautioned to allow ample time for transmittal of Bids. Bids received after the
specified time will not be accepted or recognized. The time of receipt will determine the acceptability
of mailed Bids,regardless of postmark.
D. The Awarding Authority will not be responsible for premature opening of bid envelopes not properly
addressed and marked.
1.09 RIGHT TO REJECT BIDS
A. The Awarding Authority reserves the right to waive any informalities and reject any or all General
Bids if it be in the public interest to do so.
B. The Awarding Authority reserves the right to reject any Sub-Bid if it determines that such Sub-Bid
does not represent the bid of a person competent to perform the work as specified or if less than three
Sub-Bids are received or if bid prices are not acceptable without further competition
1.10 METHOD OF AWARD
A. The General Contract will be awarded to the lowest responsible and eligible Bidder on the basis of the
proposed Contract Price. The award of Contract will be made within thirty(30)days, Saturdays,
Sundays and legal holidays excluded, after the opening of General Bids.
B. Special attention is directed to the provisions of Sections 44A-44L of Chapter 149 defining the term
"lowest responsible and eligible Bidder"and giving the Awarding Authority the right to require
M essential information in regard to qualifications.
Northampton Police Station Renovations
Project No.9918
Section 00100-Instructions to Bidders-3
WMW
e D. Attention is directed to Owner's exemption from sales and use taxes as further set forth in the
Contract Documents. Tax Exempt No. 046-001-406.
1.04 ADDENDA AND INTERPRETATIONS
A. No interpretation of the meaning of the Drawings, Specifications,or other documents will be made to
any Bidder orally. Every request for such interpretation shall be in writing and either mailed to Ford
Gillen Architects,Inc.,409 Main St.,Amherst,MA 01002 or faxed(413-256-1553). To be given
consideration, said request must be received at least five(5)days prior to the date fixed for the
opening of General Bids.
B. Any and all interpretations and any supplemental instructions will be will be in the form of written
Addenda to the Contract Documents which,if issued,will be sent to all persons on record as having
received a complete set of Contract Documents at the respective addresses furnished for such
purposes. Such Addenda will be mailed and/or faxed not later than 48 hours prior to time set for
opening of bids. Failure of any Bidder to receive any Addendum or interpretation shall not relieve
such Bidder from any obligation under their Bid as submitted.
C. All Addenda so issued shall become part of the Contract Documents.
1.05 PREPARATION OF GENERAL BIDS AND SUB-BIDS
A. Each General Bid and Sub-Bid shall be filed on the prescribed Form for General Bid/Sub-Bid,copies
of which are available without charge at the Architect's office.
B. Every Bid which is on a form not completely filled in,or which is incomplete,conditional or obscure,
or which contains any addition not called for,will be rejected.
C. The General Bid must be accompanied by the MBE Participation Schedule. If this form is not
filed with the Bid,the bid will be rejected.
D. All Bidding procedures will be in accordance with the Massachusetts General Laws(Ter.Ed.),
Chapter 149, Sections 44A-44L,as amended,and applicable provisions of General Laws,Chapter
149, Sections 26-27D.
1.06 BID SECURITY
A. Each General Bid and Sub-Bid must be accompanied by security in the form of cash or a certified
check on,or a treasurer's or cashier's check issued by a responsible bank or trust company,payable to
City of Northampton, or by a Bid Bond having as surety a surety company licensed to do business in
the Commonwealth of Massachusetts. The amount of such bid security shall be five percent(5%)of
the amount bid.
B. Every General Bid and Sub-Bid which is not accompanied by the prescribed security will be rejected.
C. Bid Security will be returned to bidders after bid opening in accordance with provisions of Chapter
149.
1.07 QUALIFICATIONS OF BIDDERS
A. Each General Bidder must be certified by the Massachusetts Division of Capital Asset Management
(DCAM)for the category of work and the dollar amount of this project in accordance with the
provisions of Massachusetts General Laws, Chapter 579,before consideration for such bid will be
given.
Northampton Police Station Renovations
Project No.9918
Section 00100-Instructions to Bidders-2
SECTION 00100: INSTRUCTIONS TO BIDDERS
1.01 RECEIPT AND OPENING OF BIDS
A. The City of Northampton(Awarding Authority)invites sealed General Bids and Sub-Bids for
Northampton Police Station Renovations,29 Center St.,Northampton,MA 01060.
B. Sealed General Bids will be received by the Awarding Authority at the office of Brett Jacobus,
Director of Central Services,240 Main St.,Northampton,MA 01060 until 2:00 p.m.,Friday,
December 17, 1999. Sealed Sub-Bids will be received by the Awarding Authority at the office of
Brett Jacobus,Director of Central Services,240 Main St.,Northampton,MA 01060 until 2:00 p.m.,
Friday,December 10, 1999.
C. All bids will be publicly opened and read aloud immediately after receipt.
D. Any Bid may be withdrawn by written request prior to the respective times scheduled above for the
opening of such Bids or authorized postponement thereof. No Bid may be withdrawn for thirty(30)
days,(Saturdays, Sundays and legal holidays excluded)after opening of General Bids. No telephone
or telegraphic Bid,change in Bid or withdrawal of Bid will be received or recognized.
E. No modification of any bid will be considered by the Awarding Authority unless in writing,sealed
and received by the Awarding Authority prior to the time established for the receipt of such bid.
1.02 DRAWINGS AND SPECIFICATIONS
A. Each Bidder may obtain Drawings and Specifications,including Bid forms,at Ford Gillen Architects,
Inc.,409 Main Street,Amherst,MA 01002 upon deposit of$ 50 in the form of cash or a
cashier's or company check made payable to City of Northampton for each complete set. No partial
sets will be issued. If bid sets are to be mailed,there is a$ 15 fee with check payable to Ford
Gillen Architects,Inc.
B. The full amount of deposit will be refunded to all Bidders returning Drawings and Specifications in
good condition to the Architect's office within thirty(30)days after the date of General Bid opening.
C. Copies of the Drawings and Specifications are also available for inspection during the bidding period
at the locations listed in the INVITATION TO BID.
1.03 EXAMINATION OF SITE AND CONTRACT DOCUMENTS
A. A walk-through is scheduled for 9:00 a.m.,December 6, 1999.
B. Each Bidder shall fully acquaint themselves with the conditions as they exist and shall also
thoroughly examine the Contract Documents. Failure of any Bidder to visit the site and acquaint
themselves with the Contract Documents shall in no way relieve Bidder from any obligations with
respect to their bid.
C. Attention is directed to the requirements that no less than Minimum Wage Rates as set forth in the
schedules contained in the Specifications must be paid on this Project.
D. Plans,surveys,measurements,dimensions,calculations,estimates,borings and statements as to the
conditions under which work is to be performed are believed to be correct,but each Bidder must
' examine them, as that may be found therein, and the Owner does not guarantee that they are correct.
Northampton Police Station Renovations
Project No.9918
Section 00100-Instructions to Bidders-1
INVITATION TO BID-NORTHAMPTON POLICE STATION RENOVATIONS
The City of Northampton(Awarding Authority)invites sealed bids for the Northampton Police Station Renovations,
29 Center St.,Northampton,MA, in accordance with documents prepared by Ford Gillen Architects, Inc.,409 Main
St.,Amherst,MA 01002(Tel. 413-253-2528;Fax 413-256-1553).
Sealed General Bids will be received by the Awarding Authority at the office of Brett Jacobus,Director of Central
Services,240 Main St.,Northampton,MA 01060,until 2:00 p.m.,Friday,December 17,1999,at which time they
shall be publicly opened and read aloud. Sealed Sub-Bids will be received by the Awarding Authority at the office
of Brett Jacobus,Director of Central Services,240 Main St.,Northampton,MA 01060,until 2:00 p.m.,Friday,
December 10, 1999,at which time they shall be publicly opened and read aloud.
The project mainly consists of: Interior renovations to Northampton Police Station.
Estimated construction cost: $ 95,000
Contract Documents, and separate bidding forms,will be available on November 24, 1999 ,at the offices
of Ford Gillen Architects,Inc.,upon deposit of a cashier's or company check in the amount of$ 50 per set
payable to the City of Northampton. The deposit will be refunded upon return of the sets in good condition within
thirty(30)days of receipt of the general bids;otherwise,the deposit shall become the property of the Awarding
Authority. Bidders requesting Contract Documents to be mailed should include a separate check for $15
per set payable to the Architect to cover mailing and handling costs.
Contract Documents may be examined at the following places:
1. Office of Brett Jacobus,Director of Central Services,240 Main St.,Northampton,MA 01060
Tel 413-587-1238 Fax 413-587-1303
2. F.W. Dodge Plan Room, 181 Park Ave.,West Springfield,MA 01089
Tel 800-927-1881 Fax 800-928-1881
3. Construction Market Data,75 Second Ave.,Suite 320,Needham,MA 02194
Tel 617-444-4710 Fax 617-444-4442
Each General Bid must be furnished on a form provided by the Awarding Authority and accompanied by a bid
security in the form of a bid bond,cash or certified check in the amount of 5%of the bid price.
To be given consideration, the bidder must be certified with the Division of Capital Asset Management(DCAM),
Commonwealth of Massachusetts, and eligible in the general contracting category. Forms CQ7 and CQ3 must
accompany each general bid.
Bids shall be made on the basis of the Minimum Wage Rates as determined by the Commissioner of Labor and
Industries,pursuant to the provisions of M.G.L. Chapter 149, Section 26-27D. A copy of the scheduled rates is
included in the Contract documents. Bidders selection procedures and contract award shall be in conformity with
provisions of M.G.L.,Chapter 149, Sections 44A through 44J.
Performance and labor and materials payment bonds in the full amount of the contract price will be required from
the successful bidder.
The Awarding Authority reserves the right to reject any or all bids, in whole or in part,and to award to other than
the lowest bidder if deemed in the public interest to do so. The Awarding Authority is an Equal Opportunity,
Affirmative Action Employer.
END OF INVITATION TO BID
Northampton Police Station Renovations
Project No.9918
Section 00010-Invitation To Bid-1
No—.0 f
Pages
DIVISION 2 SITE WORK 5
02070 Selective Demolition
DIVISION 4 MASONRY 4
04200 Masonry
DIVISION 5 METALS 6
05500 Metal Fabrications
DIVISION 6 WOOD AND PLASTICS 3
06100 Rough Carpentry 3
06200 Finish Carpentry
DIVISION 7 THERMAL AND MOISTURE PROTECTION 4
07900 Joint Sealers
DIVISION 8 DOORS AND WINDOWS 6
08110 Steel Doors and Frames 2
08210 Wood Doors 1
08582 Sliding Deal Tray 7
08710 Door Hardware 5
08800 Glazing
DIVISION 9 FINISHES 3
09250 Gypsum Drywall 3
09510 Acoustical Ceiling 5
09650 Resilient Flooring 5
09900 Painting&Finishing
DIVISION 10 SPECIALTIES 2
10260 Wall&Comer Protection
DIVISION 15 MECHANICAL 11
15400 Plumbing 14
15600 HVAC-FILED SUB-BID
DIVISION 16 ELECTRICAL 30
16100 Electrical-FILED-SUB-BID
Northampton Police Station
Project No.9918
Table of Contents-2
TABLE OF CONTENTS
PART I GENERAL DOCUMENTS No. of
Pages
00010 Invitation to Bid(Advertisement) I
00100 Instructions to Bidders 4
00300 Form for General Bid 2
00301 Form for Subcontractor 2
00302 MBE Participation Schedule I
CONTRACT FORMS
--- City of Northampton Construction Contract 3
--- Performance Bond(AIA A311, 1987 Ed.) 2
--- Labor and Materials Payment Bond (AIA A311, 1987 Ed.) 2
--- Tax&Reporting Compliance Certification Form,Foreign Corporation 8
Certification Form,Certificate by Corporation to Sign Contract Form,
Contractors'Certification, Subcontractor's Certifications,Letter of
Intent,Statement of Compliance,Contractor Quarterly Workforce Table
--- General&Supplementary Conditions(Articles 1-17) 45
--- Classification and Minimum Wage Rates 8
DIVISION I GENERAL REQUIREMENTS
00800 List of Drawings I
01010 Summary of Work 1
01015 Project Procedures 5
01018 Schedules and Times 1
01025 Schedule of Values 2
01040 Project Coordination 2
01045 Cutting and Patching I
01100 Procedures,Controls and Payments 2
01200 Project Meetings 2
01300 Submittals 5
01500 Temporary Facilities 6
01700 Close-out Procedures 6
Northampton Police Station
Project No.9918
Table of Contents-1
j ect Manual
..
A -."".
' �� hatpton Police Station Renovations
Center Street
hampton, Massachusetts
F o. 9918 �tf Tt IIY/
UV d
QEPI Of 8(i( ,��dG INSPE
Tax Exemption#046-001-406 CTIFiPd
77 p� ,V; gg tt
General Bids Due: December 17, 1999
saky ARCW ECZ
Ford Gillen Architects, Inc.
409 Main St., Amherst, MA 01002
Tel 413-253-2528 Fax 413-256-1553 Email fordgillen @csi.com
AWMISEA ,LECTRICAL ENGINEER
Robert W.Hall Engineers
540 Meadow St. Extension, Agawam, MA 01001
Tel 413-789-0960 Fax 413-789-3295 Email: rwhall@javanet.com
November 22, 1999