invitation for bids town of charlemont mountain road bridge

Transcription

INVITATION FOR BIDS
TOWN OF CHARLEMONT
MOUNTAIN ROAD BRIDGE REPAIR – MA DOT BRIDGE NO. C-05-006
The Franklin Regional Council of Governments will accept sealed bids on behalf of the
Town of Charlemont for repair to Mountain Road Bridge.
The sealed bids, plainly marked "Charlemont – Mountain Road Bridge” in the lower
left hand corner of the envelope will be received by the Franklin Regional Council of
Governments, 12 Olive St. Suite 2, Greenfield, MA 01301, until FEBRUARY 16, 2016 at 2
p.m., at which time they will be publicly opened and read.
Wage rates for this bid are subject to prevailing wage rates as per MGL Chapter 149,
Section 26 - 27f inclusive.
This bid is being undertaken per MGL Ch 30 §39M requiring a 5% bid bond/deposit. A
100% Payment Bond and 100% Performance Bond will be required at contract signing of the
successful bidder.
Specifications and plans for the bid and bid instructions are available for download from
http://frcog.org/bids. Downloading from this site will allow for automatic notifications of any
addenda or clarifications. That is the only way that notifications will be made.
The ON SITE pre bid informational meeting will be held on JANUARY 27, 2016 starting
at 10A.M. at CHARLEMONT TOWN HALL and moving to the site. In the event of severely
inclement weather, all registered planholders will be notified the evening before and the meeting
will be convened on the SNOW DATE of January 28 at 10a.m.
The Town of Charlemont is the awarding authority and reserves the right to accept or
reject any or all bids in total or in part as they may deem in the best public interest.
FRANKLIN REGIONAL COUNCIL OF GOVERNMENTS
By:
Andrea Woods, Chief Procurement Officer
JANUARY 20, 2016
The Franklin Regional Council of Governments and the Town of Charlemont do not discriminate on the basis of disability with
respect to admission to, access to, or operation of its programs, services, or activities. Individuals who need auxiliary aids for
effective communication with respect to programs and services of the Council should contact the American with Disabilities Act
(ADA) Compliance Coordinator 413-774-3167 x111
12 Olive Street, Suite 2, Greenfield, MA 01301 phone 413-774-3167 fax 413-774-3169 www.frcog.org
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Invitation for Bids – Mountain Rd. Bridge 1/20/2016
Advertisement for Construction Services (MGL Ch 30, §39M)
[] GREENFIELD RECORDER
[] FRCOG Webpage
[] Posted at Charlemont Town Hall
[] Central Register
January 20, 2016
January 20, 2016
January 20, 2016
January 20, 2016
CRITICAL DATES
Bid request ready for distribution
On Site Meeting
Written Questions Accepted by
Addenda Issued by
Deadline for Submissions
January 20, 2016
January 27 at 10am snow date 1/28
February 3, 2016 at 4pm
February 10, 2016
February 16, 2016 at 2pm
(One original plus two copies)
APPROXIMATE DATES
Weston and Sampson Engrs. complete bid evaluation
Charlemont BOS accepts bid
Contract Issued
Contract Executed
Work Completed by
February 26, 2016
March 7, 21016
March 8, 2016
March 15, 2016
September, 2016
BID PACKAGE TABLE OF CONTENTS
Invitation for Bids – Public Notice
Schedule of Critical and Approximate Dates
General Scope of Work
General Instructions to Bidders
Special Provisions
Bid Form with Unit Pricing
Required Certifications to be Submitted with Bid
Attachments:
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Weston and Sampson Plans and Specifications
Sample Contract Document and Bond Forms
Massachusetts Prevailing Wage Schedule
TOWN OF CHARLEMONT
MOUNTAIN ROAD BRIDGE REPAIR
General Scope of Work
Refer to Special Provisions for Detail
The project is located at MOUNTAIN ROAD, CHARLEMONT, MA MASSDOT BRIDGE
NO. C-05-006. The bridge was constructed in 2004 by MassDOT and is maintained by the
town. Flood waters in 2011 damaged the east approach. Damage to the bridge includes: the
concrete wingwalls, bridge rails, the rip rap embankments, a portion of the roadway, and
guardrails. The project intent is to reconstruct the east approach to pre-flood conditions.
Weston and Sampson Engineers (WSE) designed the bridge and have been called back by the
Town to design the Repair. WSE will facilitate the prebid meeting and evaluate the
construction bids. The construction bid will be handled through the Franklin Regional Council
of Governments and all questions during the bid process and receipt of bids will be done at their
office.
The preliminary construction cost estimate is $162,000.
BIDDERS ARE ENCOURAGED TO ATTEND THE PREBID
INFORMATIONAL MEETING ON JANUARY 27, 2016 AT 10AM
STARTING AT THE CHARLEMONT TOWN HALL, 157 MAIN STREET,
CHARLEMONT, MA. ATTENDANCE IS NOT MANDATORY.
In the event of severe weather, all planholders who have downloaded the bid
notice from the FRCOG website http://frcog.org/bids will be notified by email of
the postponement to the Snow Date which is the next day at the same time.
FULL SIZE PLANS may be viewed at the PreBid Informational Meeting and will
be available for viewing in the Charlemont Town office. PDF plans are included
in this Bid Request.
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GENERAL INSTRUCTIONS TO BIDDERS
1.
All bids must contain a filled out signed BID FORM and also a properly executed Tax
Compliance/Non-Collusion Form, Debarment Form and signed OSHA certification. All
forms can be found within the contents of the Invitation For Bid. Minor defects on a bid
submittal may be waived by the Chief Procurement Officer as long as the error or
variation is not prejudicial or preferential to the other bidders and that it may be corrected
without affect upon substantive elements of the bid such as, but not limited to, price,
quality, payment terms or delivery schedule.
2.
Bids which are incomplete, not properly endorsed or signed, or otherwise contrary to
instructions may be rejected as non-responsive by the Chief Procurement Officer.
Conditional bids will not be accepted. Any bid arriving after the time and date of bid
opening will not be accepted.
3.
As the Franklin Regional Council of Governments (FRCOG) and the TOWN OF
CHARLEMONT are exempt from the payment of Federal Excise Taxes and
Massachusetts Sales Tax, prices quoted herein are not to include these taxes.
4.
A bidder will be held to the terms and the prices on the bid form for the duration of the
contract period if a contract is signed by both parties within 40 days from bid opening.
5.
The TOWN reserves the right to reject any and all bids, in total or in part.
6.
The contractor will be bound by all applicable statutory provisions of law of the Federal
Government and the Commonwealth of Massachusetts.
7.
The contractor will be required to indemnify and hold harmless the FRCOG and THE
TOWN OF CHARLEMONT for all damages to life and property that may occur due to
contractor’s negligence or that of his/her employees, subcontractors, etc., during the
contract.
8.
If in the judgment of the TOWN OF CHARLEMONT, any property is needlessly
damaged by an act or omission of the contractor, the amount of damages will be deducted
from money due the contractor or may be recovered from said contractor in legal action.
9.
Any inferior or damaged material or product, as determined by the TOWN OF
CHARLEMONT through their Engineer, will be replaced at the total expense of the
contractor.
11.
Any restrictions, qualifications, or deviations from specifications must appear either on
the bid form or on an attachment thereto.
10.
A contract (or contracts) will be signed between the awarded bidder(s) and the TOWN OF
CHARLEMONT. A sample contract and bond forms are attached. Any provisions of
the contract that cannot be met by a prospective bidder must be brought to the attention of
the FRCOG during the open question period, otherwise submittal of a bid constitutes
acceptance of the Town’s standard terms and conditions.
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11.
Once bids are opened, the FRCOG Chief Procurement Officer will forward the
information to the Town and the Town’s Consulting Engineer for review.
12.
The contract(s) resulting from this bid will be awarded to the lowest responsible and
responsive bidder based upon bid price, past performance and reliability of the bidder,
quality of service, and degree of exclusion, exemption, or restrictions on the bid form. In
the event of identical and responsible low bids, a coin toss overseen by the Chief
Procurement Officer will determine the award.
13.
Any questions about the technical aspect of the project or the bid process must be directed
to Andrea Woods, FRCOG Chief Procurement Officer via emailed question to
bids@frcog.org and all prospective bidders will be notified if an addendum is required.
14.
The FRCOG will in no way be responsible for the actions of the TOWN. THE TOWN
OF CHARLEMONT is responsible for payment of their own invoices. The Franklin
Regional Council of Governments has no responsibility for payment under this contract.
15.
The Chief Procurement Officer will be available to answer any general questions about
bid procedure, etc., but no question will be answered that in any way could give an unfair
advantage to a bidder. All inquires concerning this bid should be directed to:
Andrea Woods, Chief Procurement Officer
Franklin Regional Council of Governments
12 Olive Street, Suite 2
Greenfield, MA 01301
EMAIL bids@frcog.org 413-774-3167x104
17.
The FRCOG and the TOWN OF CHARLEMONT do not discriminate on the basis of
disability with respect to admission to, access to, or operation of its programs, services or
activities. Individuals who may need auxiliary aids should call the Council office.
18.
OSHA Certification is Required
All contractors working on public works projects will be required to certify that ALL employees
employed at the work site have successfully completed an OSHA approved course in
construction safety at least 10 hours in duration. This law requires general contractors to have on
file records of all employees OSHA 10- hour training and provide proof to the various agencies
in charge of the work. This also applies to all subcontractors, hired trucks, and hired equipment
with operators. Every bidder must certify that all persons who are employed by them for this bid
are certified. Proof does not have to be submitted with this bid, but must be available upon
request.
19
Contract execution will be conditioned upon producing:
a.
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The Contractor shall provide the Awarding Authority with a Performance Bond and a
Payment or Labor and Materials Bond in the form provided by the Awarding
Authority, executed by a surety company licensed by the Commonwealth of
Massachusetts' Division of Insurance and whose name appears on United States
Treasury Department Circular 570. Both the Performance Bond and the Payment
Bonds shall be in an amount equal to the Contract Sum unless, with respect to the
Payment Bond or Labor and Materials Bond a lesser amount of no less than one half
the contract price is expressly specified in the Advertisement or Instructions to
Bidders, or with respect to the Performance Bond no such bond is required as
expressly set forth in the Advertisement or Instructions to Bidders.
b.
An insurance certificate as outlined on the INSURANCE REQUIREMENTS page.
Failure or refusal of the successful bidder to execute and deliver a Signed Contract,
Certificate of Insurance, Labor and Materials and Performance Bonds acceptable to the
Chief Procurement Officer within fourteen days after notice of contract award will result
in the forfeiture of the Bid Bond as Liquidated Damages. The Contract will be awarded
to the next lowest qualified bidder or the IFB re-advertised, as the FRCOG believes is in
the best public interest.
20.
INSURANCE REQUIREMENTS
The Contractor shall at all times during the Contract maintain insurance satisfactory to the Town
and will submit certificates of insurance prior to contract execution to the effect that such
insurance has been procured and is in force. The Town shall be named additional insured under
the Liability policies.
See ARTICLE 8.00 of the attached Sample Contract for limits of insurance required.
o Bid Form
Checklist of Required Signed Submittals:
o Bid Signature Page with Corporate Resolution or List of Partners if applicable
o Tax Compliance Form
o Non Collusion Form
o Debarment Form
o OSHA Statement
o 5% Bid Bond
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SUBMIT ONE ORIGINAL PLUS TWO COPIES
Additional Requirements
The following requirements (if checked) will be applicable to this bid.
X
Prevailing wage rates set at the Massachusetts Department of Labor and Industries apply
to this bid. Attached are the pertinent tables in effect for this work.
X
Each bidder must submit with its bid a bid deposit equal to 5% of the amount of the bid.
The bid deposit may be in the form of a certified check, bank treasurer's or cashier's
check, or a bid bond from a licensed surety company. The surety bond may state the
amount to be "five percent (5%) of the amount bid." The bid deposit shall be made
payable to the Town of Charlemont.
X
A Labor and Material Payment Bond in the amount of 100% and Performance Bond in
the amount of 100% of the bid is required from the successful bidder at the time of
contract execution. Form of Bonds required is attached.
X The bidder to whom a contract is awarded guarantees to the Town of Charlemont all
equipment, materials or workmanship for a period of one (1) year after inspection and
acceptance and shall replace promptly any defective material or workmanship without
additional cost to the Town.
U
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SPECIAL PROVISIONS SECTION 02000
SPECIAL PROVISIONS
CHARLEMONT BRIDGE REPAIR
BRIDGE NO.: C-05-006
CHARLEMONT, MASSACHUSETTS
SCOPE OF WORK
Work covered under this project includes:
 Remove temporary repairs at east approach including: temporary barriers, pavement, rip
rap slopes.
 Installation of new approach slab at east approach.
 Installation of independent wingwalls at east approach.
 Remove and replace damaged steel guardrail.
 Installation of new bridge joints.
 Install new section of bridge rail transitions and bridge attachment.
 Full depth roadway reconstruction.
 Pavement milling and overlay.
 Installation of rip rap slope protection.
All technical work done under this contract shall be in conformance with the Charlemont
Highway Department Construction Standards and the Massachusetts Department of
Transportation Standard Specifications for Highways and Bridges dated 1988, the
Supplemental Specifications dated June 15, 2012, and the Interim Supplemental
Specifications contained in this book; the Massachusetts Department of Transportation
LRFD Bridge Manual 2013 Edition; the 2012 Construction Standard Details, the 1990
Standard Drawings for Signs and Supports; the 2009 Manual on Uniform Traffic Control
Devices (MUTCD) with Massachusetts Amendments and the Standard Municipal Traffic
Code; the 1968 Standard Drawings for Traffic Signals and Highway Lighting; the latest
edition of American Standard for Nursery Stock; the Plans and these Special Provisions.
WORK SCHEDULE
The Contractor shall perform all work between the hours of 7:00 a.m. and 5:00 p.m., Monday
through Friday, legal holidays excluded.
MAINTENANCE OF DETOURS
Contractor shall be responsible for installing, maintaining and removing all signs, barriers, and
all other traffic appurtenances required for the traffic detours as shown on the plans.
Full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing
all the work involved in the installation, maintenance and removal of traffic detours as specified
in this section, shall be considered included in the various Contract items of work and no
additional compensation will be allowed.
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CONSTRUCTION STAKING
The Contractor shall be responsible for all survey by a professional surveyor registered in the
Commonwealth of Massachusetts and construction staking necessary for the complete layout of
the baseline, curbing, guardrail, utilities and all other layout required for the completion of the
job. The contractor is responsible for relocating all control points on a safe location outside of
the construction zone for ease of reproduction.
Survey and construction staking/layout of the work, as often as required, shall be considered as
incidental to the work being performed under the Contract and there will be no additional
compensation.
PUBLIC SAFETY AND CONVENIENCE (Supplementing Subsection 7.09)
The Contractor shall provide necessary access for fire apparatus, emergency vehicles and school
buses around the work zones to abutting properties at all times.
Sweeping and cleaning of surfaces beyond the limits of the project to clean up material caused
by spillage or vehicular tracking during the various phases of the work shall be considered as
incidental to the work being performed under the Contract and there will be no additional
compensation.
NOTICE TO OWNERS OF UTILITIES (Supplementing Subsection 7.13)
Before commencing work on existing service connections, the Contractor shall be responsible
for contacting the respective utility owner servicing the area to obtain construction requirements,
standards, and to give adequate notice of commencement of work.
The following are the names of owners and representatives of the principal utilities affected. The
Contractor is responsible for identifying all utilities that may be affected and contacting the
appropriate utility representative.
Town Hall
157 Main
Charlemont, MA 01339
Peg Dean, MPA, Town Administrator
(413) 339-4335
Highway Department
12 Factory Road, P.O. Box 253
Gordon Hathaway, Superintendent
(413) 339-4335
Police Department
P.O. Box 251
Jared Bellows, Sergeant
(413) 339-4335
Fire Department
157 Main Street, P.O. Box 677
Douglas Annear, Chief
(413) 339-4335
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National Grid
40 Sylvan Road, Floor E3.726
Waltham, MA 02451
Jonathan Estes
(781) 907-3303
To be contacted for the Pre-construction meeting:
Peg Dean, MPA
Town Administrator
Town of Charlemont
157 Main Street
Tel: (413) 339-4335
Nathan Seifert, P.E.
Project Manager
Weston & Sampson
100 Foxborough Boulevard
Foxborough, MA 02035
Tel: (978) 977-0110 x7128
The Contractor shall make his own investigation to assure that no damage to existing structures,
drainage lines, traffic signal conduits, and other utilities will occur as a result of his operations.
The Contractor shall notify "Mass. DIG SAFE" and procure a DIG SAFE number of each
location prior to disturbing ground in any way.
"DIG-SAFE" Call Center: Telephone 1-800-344-7233
PROTECTION OF UTILITIES AND PROPERTY (Supplementing Subsection 7.13)
The Contractor, in constructing or installing facilities alongside or near sanitary sewers, storm
drains, water or gas pipes, electric or telephone conduits, poles, sidewalks, walls, vaults or other
structures shall, at his expense, sustain them securely in place, cooperating with the officers and
agents of the various utility companies and municipal departments which control them, so that
the services of these structures shall be maintained. The Contractor shall also be responsible for
the repair or replacement, at his own expense, of any damage to such structures caused by his
acts or neglect, and shall leave them in the same condition as they existed prior to
commencement of the work. In case of damage to utilities, the Contractor shall promptly notify
the utility owner and shall, if requested by the Engineer, furnish labor and equipment to work
temporarily under the utility owner's direction in providing access to the utility. Pipes or other
structures damaged by the operation of the Contractor may be repaired by the Town or by the
utility owner that suffers the loss. The cost of such repairs shall be borne by the Contractor,
without compensation therefore.
If, as the work progresses, it is found that any of the utility structures are so placed as to render it
impracticable, in the judgment of the Engineer, to do the work called for under this Contract, the
Contractor shall protect and maintain the services in such utilities and structures and the
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Engineer will, as soon thereafter as reasonable, cause the position of the utilities to be changed or
take such other actions deemed suitable and proper.
If live service connections are to be interrupted by excavations of any kind, the Contractor shall
not break the service until new services are provided. Abandoned services shall be plugged off
or otherwise made secure.
Full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing
all the work involved in protecting or repairing property as specified in this section, shall be
considered incidental to the work being performed under this Contract and no additional
compensation will be allowed.
PROVISIONS FOR TRAVEL AND PROSECUTION OF THE WORK (Supplementing
Subsection 8.03)
Before starting any work under this Contract, the Contractor shall prepare, and submit to the
Engineer for approval, a plan (based on the Contract traffic management plans) that indicates the
traffic routing proposed by the Contractor during the various stages and time periods of the work
and the temporary barricades, signs, drums and other traffic control devices to be employed
during each stage and time period of the work to maintain traffic and access to abutting
properties.
Particular care shall be taken to establish and maintain methods and procedures that will not
create unnecessary or unusual hazards to public safety. Traffic control devices required only
during working hour operations shall be removed at the end of each working day.
Signs having messages that are irrelevant to normal traffic conditions shall be removed or
properly covered at the end of each work period. Signs shall be kept clean at all times and
legends shall be distinctive and unmarred.
The Contractor shall submit the proposed detour plan, along with temporary barricades, signs,
drums and other traffic control devices to be employed.
SAFETY CONTROLS
Subsection 850.21)
FOR
CONSTRUCTION
OPERATIONS
(Supplementing
Safety controls for Construction Operations shall be done in accordance with the relevant
provisions of Section 850 of the Standard Specifications, the Manual on Uniform Traffic Control
Devices, the Traffic Management Plan and the following:
Positioning, adjusting and re-positioning of all devices such as traffic cones, high level warning
devices, etc., shall be considered incidental to the work being performed under this Contract and
no additional compensation will be allowed.
DISPOSAL OF SURPLUS MATERIALS
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All existing and other materials not required or needed for use on the project, and not required to
be removed and stacked, shall become the property of the Contractor and shall be removed from
the site during the construction period and legally disposed of. No separate payment will be
made for this work, but all costs in connection therewith shall be considered incidental to the
work being performed under this Contract and no additional compensation will be allowed.
DRAINAGE
The Contractor shall maintain the existing drainage system in the project area to provide
continuous drainage of the roadway and construction area at no additional cost to the Town.
INCIDENTAL TO THE PROJECT
The Contractor must provide on-site for the duration of all work, a 6’ temporary chain link fence.
The fence must be mobile and the contractor must have enough to cover the full extent of any
work or materials left on-site. If deemed necessary by the Engineer or Owner, the Contractor
must provided additional fencing. All temporary fence shall be closed at the end of each work
day. Sand bags shall be used to keep fence posts in place. All work, materials, labor, equipment,
or other incidental items related to providing a 6’ high temporary chain link fence shall be
considered incidental to the project.
MATERIALS AND EQUIPMENT REMOVED AND STACKED
All materials removed and stacked shall be delivered to the Town maintenance facility or storage
yard designated by the Town. If the Engineer determines that any part of the stacked materials is
unsuitable for re-use, or if the Town decides to abandon part or all of such materials, said
materials shall become the property of the Contractor and he shall dispose of them outside and
away from the limits of the project, without additional compensation.
PROPERTY ACCESS
The Contractor shall provide and maintain access at all times to all properties abutting the work.
Final pavement of the public ways shall be performed after all other work is finished.
CONCRETE FOUNDATIONS
Concrete foundations of items to be removed, if not interfering with the proposed construction,
may be abandoned in place with written acceptance of the Engineer. Foundations left in place
under the roadway surface shall be removed to a depth of three feet (3') below the finished grade;
all other foundations left in place shall be removed to a depth of six inches (6") below the
finished grade. The top six inches (6") shall be restored to match the existing grade with
materials similar in kind to the adjacent materials.
SHOP DRAWING SUBMITTALS
The following procedure shall be followed when making shop-drawing submittals for this
project:
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1.
The Prime Contractor shall submit three (3) sets of drawings directly to Weston &
Sampson, 100 Foxborough Blvd, Foxborough, MA 02035: attention Nate Seifert, P.E.
The Design Engineer will send a written reply, returning two sets to the Prime
Contractor within thirty working days of receipt of the drawings.
If the Design Engineer’s reply indicates rejection or advises corrections or additions to
the drawings, steps 1 and 2 are repeated until the Design Engineer indicates that approval
will be given.
The Contractor shall take care that every separate document in each set of every
submittal shall carry the following identifying information:
2.
3.
4.
Information Required
(1)
(2)
(3)
(4)
Community name of project
Bridge No. C-05-006
Identifying item number from proposal, if applicable
Personal signature and title of an official of the Prime Contractor authorized to make
shop drawing submittals.
(5) Date of signature or submittal
The Contractor shall not receive payment for, nor will he be allowed to install any item or
materials that require shop drawing approval or acceptance unless and until he receives from the
Design Engineer a properly stamped shop drawing for that item.
SERVICE CONNECTIONS
The Contractor shall be responsible for the payment of all fees for services rendered in
conjunction with service connections by utility companies under this project. The cost thereof
shall be included in the various items of work.
COORDINATION WITH OTHER WORK
The Contractor will be required to coordinate with the Charlemont Highway Department through
the Engineer prior to completing any excavation near utilities.
ITEM 120.1
UNCLASSIFIED EXCAVATION
CUBIC YARD
Work under this Item shall conform to the relevant provisions of Section 120 of the
Massachusetts Department of Transportation Standard Specifications – Latest English Edition
and the following:
This Item includes the removal and disposal of all materials indicated on the plans and those
required to be removed, for which neither the Specifications nor the Proposal direct a separate
payment, with no additional compensation.
Unclassified excavation shall include the removal and disposal of earth, cement concrete and
bituminous pavements (whether reinforced or not), boulders, ledge (Class A Rock), sidewalks
(brick, concrete, and HMA), grassed and graveled areas, concrete and stone walls, concrete
barriers, stumps, unacceptable curbing, existing concrete bridge posts, and all other materials
where removal is required or directed and not described under other items of work;
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miscellaneous debris, junk or scrap; items to be removed that are unsuitable for reuse for this
project and, no longer required (and not paid for under other items of work). The work under
this Item shall also include all excavation to roadway sub-grade and bridge approach slabs and
the removal and disposal of traffic signs, guardrails, fences, curbing, edgestone, utility pipe
encountered in the course of excavation and other appurtenances.
Edges of excavations made in existing pavements shall be squared by saw cutting with power
driven tools to provide a neat clean edge for joining new pavement as shown on the plans.
Pavement areas, which have been broken or undermined shall be removed and neatly edged as
directed by the Engineer with minimum disturbance to remaining pavement.
The Contractor shall perform all excavation in such a manner as to maintain slopes and prevent
sloughing both longitudinally and laterally to insure proper and continuous drainage at all times.
Disposal of those materials unsuitable for reuse and those materials designated as excess and not
required on the project shall be legally removed from the project and shall be the sole
responsibility of the Contractor. This work shall be in accordance with the regulations and
requirements of all municipalities or agencies having jurisdiction over the disposal sites and the
routes between the project and the disposal sites; and shall be as stipulated in Subsections 120.20
and 120.60 B, as amended as follows:
Disposal permits for all materials to be wasted (if required) off the project site shall be obtained
by the Contractor from the Federal, State or Municipal agency or agencies having jurisdiction
over the proposed waste sites. The Contractor shall keep the Town Engineer informed as to the
location of the intended disposal sites and shall show proof of permit.
ITEM 129.
PAVEMENT MILLING
SQUARE YARD
Work under this section shall conform to the relevant provisions of Section 120 of the
Massachusetts Department of Transportation Standard Specifications – Latest English Edition.
ITEM 140
BRIDGE EXCAVATION
CUBIC YARD
Dewatering, as required, shall be considered incidental to the work under this item.
ITEM 141.1
TEST PIT FOR EXPLORATION
CUBIC YARD
This item includes exploratory test pits that may be required to locate utilities or limits of
partially demolished structures.
ITEM 151
YARD
ITEM 151.1
YARD
ITEM 156
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GRAVEL BORROW
CUBIC
GRAVEL BORROW FOR BACKFILLING
CUBIC
STRUCTURES AND PIPES
CRUSHED STONE FOR SUBBASE
TON
ITEM 156.1
CRUSHED STONE FOR BRIDGE FOUNDATIONS
TON
Work under these sections shall conform to the relevant provisions of Section 150 of the
Dewatering, as required, shall be considered incidental to the work under this item.
ITEM 170.
FINE GRADING AND COMPACTING
SQUARE YARD
Work under these items shall conform to the relevant provisions of the Massachusetts
Department of Transportation Standard Specifications – Latest English Edition Section 170 and
Subsections 170.61 and the following:
Prior to starting work, the Contractor shall plan the grading operation to clear and strip and
stockpile all topsoil within all required construction areas. Unsuitable materials shall be
removed as per Section 120.
ITEM 281.2
JUTE MESH (WATERWAYS)
SQUARE YARD
Work under this item shall conform to Section 280 of the Massachusetts Department of
Transportation Standard Specifications – Latest English Edition. Work under this item includes
installation of jute mesh for erosion control at loam and seed area. Jute mesh matting shall be
woven, undyed, unbleached, jute. Jute mesh shall be pinned to soil at three feet on center each
way minimum. Submit product data for approval.
ITEM 402.
DENSE GRADED CRUSHED STONE FOR SUB-BASE
CUBIC YARD
ITEM 440.
CALCIUM CHLORIDE FOR DUST CONTROL
ITEM 460.
HOT MIX ASPHALT
ITEM 464.
BITUMEN FOR TACK COAT
ITEM 482.3
SAWING ASPHALT PAVEMENT
TONS
GALLON
LINEAR FEET
The work under this item shall conform to the relevant provisions of Section 120 of the Standard
Specifications and the following:
The work shall include the sawing of existing bituminous concrete pavement where shown on
the plans, and as directed by the Engineer.
Equipment used to saw cut the existing pavement shall be approved by the Engineer prior to
commencing work.
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The existing pavement shall be saw cut through its full depth, or to the elevation of the abutting
proposed pavement subgrade, whichever is lesser, at all joints between existing and proposed
pavements, and at all utility trenches through existing pavement to remain, to provide a uniform,
vertical surface for the proposed pavement joint with the existing pavement. Sawcut edges that
become broken, ragged or undermined as a result of the Contractor's operations shall be re-cut
prior to the placement of abutting proposed pavement at no additional cost to the Owner. Sawcut
surfaces in bituminous concrete shall be sprayed or painted with a uniform, thin coat of RS-1
asphalt emulsion immediately before placement of bituminous concrete material against the
surfaces.
Sawing bituminous concrete will be measured for payment by the linear foot on the pavement
surface complete in place.
Sawing bituminous concrete will be paid for at the Contract unit price per linear foot, which
price shall include all labor, materials, equipment, and incidental costs required to complete the
work including asphalt emulsion.
ITEM 620.1
STEEL W BEAM HIGHWAY GUARD
(SINGLE FACED)
STEEL HIGHWAY GUARD TRANSITION BEAM
BRIDGE RAIL TO HIGHWAY GUARD
TRANSITION BEAM
HIGHWAY GUARD REMOVED AND DISCARDED
ITEM 627.6
ITEM 628.2
ITEM 635.1
LINEAR FOOT
EACH
EACH
LINEAR FOOT
The work under this item shall conform to the relevant provisions of Sections 601and 630 of the
Standard Specifications and the following:
ITEM 697.30
COMPOST FILTER TUBES
LINEAR FOOT
The purpose of this item is to provide a linear, compost-filled tube for filtering suspended
sediments from storm water flow. This item shall conform to the requirements of Section 751
and 767 of the Standard Specifications and the following.
MATERIALS
Material for the filter tubes shall be compost meeting M1.06.0, except that no manure or biosolids shall be used. In addition, no kiln-dried wood or construction debris shall be allowed.
Particle size analysis: 98% shall pass through a 3 inch (75mm) sieve; 30-50% shall pass 3/8
inches (10mm) sieve.
Tubes for compost filters shall be a minimum of 12 inches (300 mm), a maximum of 18”
(450mm) in diameter. Tube material shall be a knitted mesh with 1/8” - 3/8” (3-10 mm)
openings, and made of biodegradable (cotton or jute) materials. Photodegradable fabric may
be used; however, photodegradable fabric must be removed and disposed of by the
contractor, at his expense, at the end of the contract. Additional tubes shall be used at the
direction of the Engineer.
As shown in the detail, the 1 foot (0.2 meters) wide by 2 inch (50 mm) deep wedge of compost
spread along the top of the filter tube shall be incidental to this item.
16 | P a g e
Stakes for anchors, if required, shall be nominal 2 x 2 stakes.
METHODS
Tubes of compost may be filled on site or shipped. Tubes shall be placed, filled and staked in
place as required to ensure stability against water flows. All tubes shall be tamped to ensure good
contact with soil.
The Contractor shall ensure that the filter tubes function as intended at all times. Tubes shall be
inspected after each rainfall and at least daily during prolonged rainfall. The Contractor shall
immediately correct all deficiencies, including, but not limited, to washout, overtopping,
clogging due to sediment, and erosion. The contractor shall review location of tubes in areas
where construction activity causes drainage runoff to ensure that the tubes are properly located
for effectiveness. Where deficiencies exist, such as overtopping or wash-out, additional staking
or compost material shall be installed as directed by the Engineer. Contractor shall remove
sediment deposits as necessary to maintain the filters in working condition. The functional
integrity of filter tubes shall be maintained in sound condition at all times. Filter tubes that are
decomposing, cut, or otherwise compromised shall be repaired or replaced as directed by the
Engineer and be incidental to this item.
Filter tube fabric and stakes shall be removed by the Contractor when site conditions are
sufficiently stable to prevent surface erosion, and after receiving permission to do so from the
Engineer. All biodegradable tube fabric shall be cut and laid flat in place to decompose on-site
at the direction of the Engineer. Tube fabric that is not decomposing satisfactorily shall be
removed and disposed off-site by the Contractor. At the direction of the Engineer, the
Contractor may rake out and seed compost so that it is no greater than 2 inches (50 mm) in depth
on soil substrate.
COMPENSATION
Measurement for this item shall be by the LINEAR FOOT of Compost Filter Tube installed,
approved, and maintained in place. Payment shall be the bid price and shall be compensation for
all labor equipment and materials necessary to complete the work specified above, including, but
not limited to, stakes and tube fabric, compost mulch wedge along top of tubes, removal and
disposal of fabric and stakes, raking and seeding of compost.
ITEM 698.4
GEOTEXTILE FABRIC FOR PERMANENT
EROSION CONTROL
SQUARE YARD
Work under this section shall conform to the relevant provisions of Section M9.50.00 (Type I
Fabric) of the Massachusetts Department of Transportation Standard Specifications – Latest
English Edition. Provide geotextile fabric at embankments as shown on the drawings.
ITEM 748
ITEM 751.
MOBILIZATION
LOAM BORROW
LUMP SUM
CUBIC YARD
17 | P a g e
ITEM 765.
SEEDING
SQUARE YARD
ITEM 852.
SAFETY SIGNING FOR CONSTRUCTION
OPERATIONS
ITEM 853.22
TEMPORARY BARRIER REMOVE AND STACK
ITEM 859
REFLECTORIZED DRUM
SQUARE YARD
LINEAR FOOT
DRUM DAYS
ITEM 860.06
6” REFLECTORIZED WHITE LINE (PAINTED)
ITEM 861.06
FOOT
6” REFLECTORIZED YELLOW LINE (PAINTED)
LINEAR FOOT
LINEAR
Contractor shall reinstall pavement markings to match pre-construction conditions.
ITEM 901.
4000 PSI, 1-1/2 INCH, 565 CEMENT CONCRETE
CUBIC YARD
ITEM 904.3
5000 PSI, 3/4 INCH, 685 HP CEMENT CONCRETE
CUBIC YARD
Work under this item shall conform to the relevant provisions of Section 901 of the Standards.
ITEM 909.2
CEMENTITIOUS MORTAR FOR PATCHING
SQUARE FEET
Work under this item shall conform to the relevant provisions of Section 901 of the Standards
and the following:
The work shall consist of forming and placing single component shrinkage compensated mortar
repair material that is pre-extended, polymer modified, and contains an integral corrosion
inhibiting admixture. It shall be used for vertical surface repairs, both shallow and deep patch
repairs found on existing foundations to remain, as directed by the Engineer.
The mortar shall be applied by workmen who, in the judgment of the Engineer, are sufficiently
experienced and skilled in this class of work.
MATERIAL
18 | P a g e
The repair mortar shall consist of pre-blended components that shall only require the addition of
a prescribed quantity of potable water prior to mixing and placement in the forms. The repair
mortar shall provide the following physical properties:
PROPERTY
Fresh Wet Unit Weight
1 Day Compressive strength (2” Cubes)
28 Day Compressive strength (3” x 6” Cylinders)
Flexural Strength at 28 Days
Slant Shear Bond Strength at 28 Days
RESULTS
137 to 144 PCF
2200 PSI
5000 PSI
6000 PSI
5000 PSI
1100 PSI
2400 PSI
Splitting Tensile Strength at 28 Days
Drying Shrinkage at 28 Days
500 PSI
700 Micro Strain
Freeze/Thaw Resistance % RDM2
Rapid Chloride Permeability at 28 Days
TEST METHODS
ASTM C138
ASTM C109
ASTM C109
ASTM C109
ASTM C39
ASTM C348
ASTM C882
(modified1)
ASTM C496
ASTM C157
(modified)
ASTM C666
ASTM C1202
95
Less Than 1000
Coulombs
The repair mortar shall conform to EPA/USPHS Standards for surface contact with potable
water, shall not produce a vapor barrier, and shall be thermally compatible with concrete.
The Contractor shall furnish notarized certification that all materials conform to the above
requirements. In addition, samples of all materials proposed for use shall be submitted to the
Department's Research and Materials Section for approval. These samples must be submitted at
least six weeks prior to scheduled use.
MIXING
Thorough mixing of the repair mortar is required. A forced-action mixer is essential. Mixing in a
suitably sized container using an appropriate paddle with a slow speed (400-500 rpm) heavyduty drill is acceptable. Free-fall mixers must not be used. Only full bags shall be mixed and
used. It is essential that machine mixing capacity and the crew size is adequate to enable the
placing operation to be carried out continuously. Mechanically mix in appropriate sized mortar
mixer or with electric drill and paddle.
TEMPERATURE RESTRICTIONS
The mixing shall be carried out in accordance with the manufacturer’s specifications. The repair
mortar shall not be mixed and placed when air or substrate temperatures are below 45°F. Cold
weather protection shall be provided in accordance with Subsection 901.64 C of the Standards.
Hot weather protection shall be provided in accordance with Subsection 901.64 A of the
Standards.
PREPARATION OF SUBSTRATE SURFACES
The edges of the areas to be repaired shall be saw-cut to a minimum depth of 3/4” to avoid
featheredging and to provide a squared edge. All deteriorated, scaling, loose or unsound concrete
19 | P a g e
shall be removed by mechanical or hand chipping. The remaining surface shall be free of oil,
grease, paint, corrosion deposits, dust, laitance or other surface contamination. The effectiveness
of the cleaning shall be verified with a pull off test. No method of surface preparation shall be
used that could damage sound concrete.
All reinforcing steel shall be abrasively blast cleaned in accordance with the ICRI Technical
Guideline No. 03730 “Guide for Surface Preparation for the Repair of Deteriorated Concrete
Resulting from Reinforcing Steel Corrosion”
The Contractor shall have the approval of the Engineer certifying that all spalled and deteriorated
concrete has been removed prior to repairing the deteriorated areas; all reinforcing steel is
satisfactorily cleaned.
FORMING AND PLACEMENT OF REPAIR MORTAR
1. All formwork shall be rigid and tight to prevent loss of material. All elements of the
formwork and anchorages shall be designed for a pressure of 12 PSI.
2. The forms shall be watertight with perimeters lined with foam gasket material.
3. Form ports for pumping the mortar shall be placed no greater than 4 feet on center.
Venting ports shall be placed no more than 2 feet on center.
4. The formwork shall include drainage outlets for presoaking of the substrate.
5. Form detailing shall allow for a minimum of 1-1/2” cover over all steel.
6. A suitable form release agent shall be used to facilitate the removal of forms from the
cast material.
7. The forms shall be filled with clean water 24 hours prior to the mortar placement.
8. Immediately before placing, the water shall be drained and the drainage outlets sealed,
leaving the substrate saturated surface dry (SSD) with no ponded water remaining.
9. In jobsite circumstances where the formwork cannot be filled with water, spray the
substrate with clean water to achieve a saturated surface dry (SSD) condition
immediately before placing the mortar.
10. The pump shall be capable of continuous even flow of mortar into the repair cavity
without having any line surge. Line surge will result in possible air voids and segregation.
11. Prior to pumping mortar, all hoses must be pre-wetted with clean water to ensure that
initial flow properties are maintained.
12. The pumping distance must be kept to a minimum. The pumping hoses shall be a
minimum diameter of 3 times to size of the largest aggregate and the minimum size
permitted shall be 1” diameter.
13. The pump pressure shall be limited to the minimum necessary to completely fill the
cavity with repair mortar.
14. Immediately after mixing, pump the repair mortar into the formed area.
CURING
1. Formwork shall remain in place until a minimum compressive strength of 2500 psi is
reached, or 5 days, whichever is greater.
2. If the repair area is not to receive a protective coating, an approved curing compound
shall be applied to the repair area upon form removal.
20 | P a g e
3. If the repair area is to receive a protective coating, polyethylene sheeting shall be applied
to the repair area and the sheeting perimeter shall be taped down until the completion of a
7 day curing period.
MANUFACTURER'S FIELD REPRESENTATIVE
1. The Contractor shall arrange with the mortar manufacturer to have the services of a
competent field representative at the work site prior to any mixing of components to
instruct the work crews in the proper mixing and application procedures. The field
representative shall remain at the job site after work commences to instruct until she/he
and the Engineer are satisfied that the crew has mastered the technique of installing the
system successfully. The representative shall make periodic visits to the project as the
work progresses and shall confer on each visit with the Engineer.
2. The Manufacturer's Field Representative must be fully qualified to perform the work and
shall be subject to the approval of the Engineer.
3. The Contractor shall be completely responsible for the expense of the services of the
required field representative and the bid contract price shall be full compensation for all
costs in connection therewith.
METHOD OF MEASUREMENT
Cementitious Mortar for Patching will be measured by the square foor of repair area, completed
in place and accepted by the Engineer. Forming of the repair areas and pre-wetting of the
substrate shall be considered incidental to the work and shall not be measured for payment.
Excavation of deteriorated concrete shall be compensated for under Item 127.1, Reinforced
Concrete Excavation.
BASIS OF PAYMENT
Cementitious Mortar for Patching will be paid for at the Contract Unit Price per Square Foot as
directed by the Engineer, complete in place and accepted.
ITEM 910.1
POUND
STEEL
REINFORCEMENT
FOR
STRUCTURES-
EPOXY-COATED
Work under this item shall conform to the relevant provisions of Section 901 of the Standards.
ITEM 970
BITUMINOUS DAMP-PROOFING
SQUARE YARD
Massachusetts Department of Transportation Standard Specifications.
21 | P a g e
ITEM 971
ASPHALTIC BRIDGE JOINT SYSTEM
FOOT
Massachusetts Department of Transportation Supplemental Specifications.
ITEM 975.1
METAL BRIDGE RAILING (3 RAIL)
LINEAR FOOT
STEEL (TYPE S3-TL4)
ITEM 983.1
RIPRAP
TON
Massachusetts Department of Transportation Standard Specifications.
ITEM 999.2
TESTING
ALLOWANCE
Massachusetts Department of Transportation Standard Specifications – Latest English Edition
and the following:
Testing - The OWNER shall approve of testing firm employed and paid for by the
CONTRACTOR, under the stated Allowance in the Form of General Bid, to perform material
testing in connection with this project. Testing services shall include as a minimum: compaction
testing by nuclear density meter on fill (minimum 6 tests per 24” lift in close conformance with
MHD Standard Specification 150.64), concrete slump and air content tests when concrete cylinders
are fabricated, and fabrication and testing of concrete cylinders (minimum 5 cylinders for each
concrete placement in close conformance with MHD Standard Specification Section M4.02.13).
The Contractor is responsible for other testing required by the Contract Documents and as directed
by the ENGINEER for approval of the work.
ITEM 999.81
HOURS
POLICE DETAILS
The work under this item shall conform to the relevant sections of the Standard Specifications
and include police details for traffic control, where required.
The Contractor is responsible for coordinating all Police Details with the Town of Charlemont
Police Department. The Town of Charlemont Police Department shall be given notice a
minimum of 24 hours in advance of the time the Police Details will be required. The Contractor
shall give the Town of Charlemont Police Department at least 24 hour advance notice if the
ordered Police Detail is not required or the Contractor shall bear the costs for these details.
The Contractor shall notify the Engineer immediately upon ordering the Police Details and
immediately upon canceling an ordered Police Detail.
APPROXIMATE PROJECT LOCATION MAP
22 | P a g e
Town of Charlemont
Mountain Road Street Over Mill River Bridge (C-05-006) Repairs Project
Form of General Bid
January, 2016
The Bidder agrees to perform the work described on the plans and described in the specifications for
the following unit prices:
BASE BID UNIT PRICES
ITEM
NUMBER
QUANTITY
ITEM WITH UNIT BID PRICE
WRITTEN IN WORDS
UNIT PRICE
DOLLARS CENTS
AMOUNT
DOLLARS CENTS
Unclassified Excavation
120.1
300 CY
________________________________
Dollars (
) per CY
Pavement Milling
129.
200 SY
140
100 CY
141.1
10 CY
151.
30 CY
151.1
170 CY
________________________________
Dollars (
) per SY
Bridge Excavation
________________________________
Dollars (
) per CY
Test Pit For Exploration
________________________________
Dollars (
) per CY
Gravel Borrow
________________________________
Dollars (
) per CY
Gravel Borrow for Backfilling
Structures
________________________________
Dollars (
) per CY
156.
130 TON
156.1
60 TON
23 | P a g e
Crushed Stone for Subbase
________________________________
Dollars (
) per TON
Crushed Stone for Bridge Foundations
________________________________
Dollars (
) per TON
ITEM
NUMBER
QUANTITY
170.
310 SY
281.2
350 SY
402.
20 CY
WRITTEN IN WORDS
UNIT PRICE
DOLLARS CENTS
AMOUNT
DOLLARS CENTS
Fine Grading And Compacting
________________________________
Dollars (
) per SY
Jute Mesh (Waterways)
________________________________
Dollars (
) per SY
Dense Graded Crushed Stone for
Sub-base
________________________________
Dollars (
) per CY
440.
1360 LB
460.
16 TON
464.
25 GAL
482.3
60 LF
620.1
40 LF
Calcium Chloride for Dust Control
________________________________
Dollars (
) per LB
Hot Mix Asphalt
________________________________
Dollars (
) per TON
Bitumen For Tack Coat
________________________________
Dollars (
) per GAL
Sawing Asphalt Pavement
________________________________
Dollars (
) per LF
Steel W-Beam Highway Guard (Single
Faced)
________________________________
Dollars (
) per LF
Steel Highway Guard Transition Beam
627.6
24 | P a g e
2 EA
________________________________
Dollars (
) per EA
ITEM
NUMBER
628.2
QUANTITY
2 EA
WRITTEN IN WORDS
UNIT PRICE
DOLLARS CENTS
AMOUNT
DOLLARS CENTS
Bridge Rail to Highway Guard
Transition
________________________________
Dollars (
) per EA
635.1
50 LF
Highway Guard Removed and
Discarded
________________________________
Dollars (
) per LF
697.3
698.4
200 LF
150 SY
Compost Filter Tubes
________________________________
Dollars (
) per LF
Geotextile Fabric for Permanent
Erosion Control
________________________________
Dollars (
) per SY
748
1 LS
751.
90 CY
765.
350 SY
Mobilization
________________________________
Dollars (
) per LS
Loam Borrow
________________________________
Dollars (
) per CY
Seeding
________________________________
Dollars (
) per SY
Safety Signing For Traffic Management
852
25 | P a g e
230 SF
________________________________
Dollars (
) per SF
ITEM
NUMBER
QUANTITY
853.22
48 LF
859.
720 DD
860.06
250 LF
WRITTEN IN WORDS
UNIT PRICE
DOLLARS CENTS
AMOUNT
DOLLARS CENTS
Temporary Barrier Remove and Stack
________________________________
Dollars (
) per LF
Reflectorized Drum
________________________________
Dollars (
) per DD
6 Inch Reflectorized White Line
(Painted)
________________________________
Dollars (
) per LF
861.06
250 LF
6 Inch Reflectorized Yellow Line
(Painted)
________________________________
Dollars (
) per LF
901.
45 CY
4000 Psi, 1-1/2 in., 565 Cement
Concrete
________________________________
Dollars (
) per CY
904.3
5 CY
5000 PSI, 3/4”, 685 HP Cement
Concrete
____________________________
Dollars (
) per CY
909.2
910.1
5 SF
8,950 LB
Cementitious Mortar for Patching
____________________________
Dollars (
) per SF
Steel Reinforcement For Structures –
Epoxy Coated
________________________________
Dollars (
) per LB
Bituminous Damp-proofing
970.
26 | P a g e
20 SY
____________________________
Dollars (
) per SY
ITEM
NUMBER
QUANTITY
971.
20 LF
975.1
WRITTEN IN WORDS
UNIT PRICE
DOLLARS CENTS
AMOUNT
DOLLARS CENTS
Asphaltic Bridge Joint System
____________________________
Dollars (
) per LF
Metal Bridge Railing (3 Rail), Steel
(Type S3-TL4)
12 LF
________________________________
Dollars (
) per LF
Riprap
983.1
140 TON
999.1
1
ALLOWANCE
Testing
Eight Thousand
Dollars ( $ 8,000
) Allowance
8,000
00
8,000
00
999.81
160 HR
(Allowance)
Police Detail
Forty Two Dollars
Dollars ( $42 ) per HR Allowance
42
00
6,720
00
____________________________
Dollars (
) per TON
BASE BID TOTAL = $
Total Estimated Price for Base Bid (In WORDS)
I/We hereby agree to provide services for which we have provided pricing in accordance with
the specifications in this bid and MassDOT standards and agree to the standard terms and
conditions of the sample contract attached.
Authorized Signature
________________________
Company Name *
Postal Address __________________________
Printed Name___________________
Date _________________________
Email Address__________________________
___________________________zip____________ Phone: ________________________
27 | P a g e
The Office of the Attorney General, Washington, DC, requires the following information on all bid
proposals amounting to $1,000.00 or more:
_________________________ Federal Tax ID Number (this number is regularly used by companies when
filing their “EMPLOYER’S FEDERAL TAX RETURN, U.S.” Treasury Department Form 941
*IF A CORPORATION, INCLUDE WITH YOUR BID A CORPORATE
RESOLUTION LISTING ALL DULY AUTHORIZED SIGNERS ON
BEHALF OF THE CORPORATION AND CHECK HERE
□
*IF A PARTNERSHIP, INCLUDE A LIST OF NAMES/ADDRESSES OF
ALL PARTNERS AND CHECK HERE □
*IF A PROPRIETORSHIP, COMPLETELY FILL OUT INFORMATION
ABOVE ONLY AND CHECK HERE □
28 | P a g e
TAX COMPLIANCE AND NON-COLLUSION STATEMENTS
Any person or corporation that fails to date, sign with original signature, and submit the
following statements shall not be awarded this contract.
Tax Compliance
Pursuant to M.G.L. Ch. 62C, Sec. 49A, I certify under the penalties of perjury that, to the
best knowledge and belief, I am in compliance with all laws of the Commonwealth relating to
taxes, reporting of employees and contractors, and withholding and remitting child support.
Authorized Official’s Signature
___________________________________
Title of Person Signing
Typed or Printed Name of Person Signing
____________________________________
Company Name
Telephone Number
___________________________________
Address
Fax Number
___________________________________
Address
Date
___________________________________
Email Address
29 | P a g e
Certificate of Non-Collusion
The undersigned certifies under penalties of perjury that this bid has been made and
submitted in good faith and without collusion or fraud with any other person. As used in this
certification, the word "person" shall mean any natural person, business, partnership,
corporation, union, committee, club, or other organization, entity, or group of individuals.
Date
__________________________________________
__________________________________________
__________________________________________
Company or Corporation
__________________________________________________________________________
Name and Tel # of Person who will be filling out the Quarterly Reports
30 | P a g e
DEBARMENT STATEMENT
Any person or corporation that fails to date, sign with original signature, and submit the following
statement shall not be awarded this contract.
Debarment (Chapter 550, Acts of 1991)
The undersigned certifies under penalties of perjury that the said undersigned is not presently
debarred from doing public construction work in the Commonwealth of Massachusetts under the
provisions of Section 29F of Chapter 29 of the General Laws, or any other applicable debarment
provisions of any other Chapter of the General Laws, or any Rule or Regulation promulgated thereunder.
Date
____________________________________________
____________________________________________
____________________________________________
31 | P a g e
OSHA CERTIFICATION
I hereby certify that all of our employees who will be employed at the work site have successfully passed
the OSHA approved 10-hour safety course, and we have proof on file. I also certify that I am able to
furnish labor that can work in harmony with all other elements of labor employed or to be employed in the
work.
Date
____________________________________________
____________________________________________
____________________________________________
32 | P a g e
A CONTRACT SUBSTANTIALLY IN ACCORD WITH THIS SAMPLE CONTRACT WILL BE REQUIRED
TO BE EXECUTED WITH THE SELECTED CONTRACTOR. SUBMISSION OF A BID DENOTES
ACCEPTANCE OF TERMS AND CONDITIONS.
SAMPLE CONTRACT
THIS CONTRACT, made and entered into this
day of
, 2016 by and between the
Town of Charlemont, Massachusetts (hereinafter called the "Town" or “Awarding Authority”), and
COMPANY NAME, ADDRESS, PHONE (hereinafter called the "Contractor").
WITNESSETH:
WHEREAS, the Contractor did on the
day of FEBRUARY
, 2016, submit a
Bid for MOUNTAIN ROAD BRIDGE RECONSTRUCTION and to perform such work as may be
incidental thereto; and
WHEREAS, the Town did on the
day of
, 2016, award said bid to the Contractor;
NOW, THEREFORE, in consideration of the following mutual agreements and covenants, it is
understood and agreed by and between the parties as follows:
1.
The Contractor is hereby granted the license and privilege within the territorial jurisdiction
of the Town to perform all of the work called for and described in the Contract Documents.
2.
The Contract Documents shall include the following documents, and this Contract does
hereby expressly incorporate same herein as fully as if set forth verbatim in this Contract:
1.
2.
3.
4.
5.
6.
This Instrument
Special Provisions
General Provisions
The authorization of the governing body authorizing the work and services
contemplated herein.
Insurance Certificates evidencing the Insurance required.
Any addenda or changes to the foregoing documents agreed to by the parties hereto.
3.
All provisions of the Contract Documents shall be strictly complied with and conformed to
by the Contractor, and no amendment to this Contract shall be made except upon the
written consent of the parties, which consents shall not be unreasonably withheld. No
amendment shall be construed to release either party from any obligation of the contract
Documents except as specifically provided for in such amendment.
4.
This Contract is entered into subject to the following conditions:
a.
33 | P a g e
The Contractor shall procure and keep in full force and effect throughout the term
b.
c.
d.
of this Contract all of the insurance policies specified in, and required by, the
Contract Documents.
The Contractor shall not be liable for the failure to wholly perform his duties if
such failure is caused by catastrophe, riot, war, governmental order or regulation,
strike, fire, accident, act of God or other similar or different contingency beyond the
reasonable control of the Contractor.
In the event that any provision or portion thereof of any Contract Document shall
be found to be invalid or unenforceable, then such provision or portion thereof shall
be reformed in accordance with the applicable laws. The invalidity or
unenforceability of any provision or portion of any Contract Document shall not
effect the validity or enforceability of any other provision or portion of the Contract
Document, so long as the contract documents continue to fairly reflect the intent of
the parties.
Contractor's faithful performance of all obligations contained herein.
IN WITNESS WHEREOF, We, the contracting parties, by our duly authorized agents, hereto
affix our signatures as of this ___________ day of ____________, 2016.
Town of Charlemont, Massachusetts
_____________________________________
Selectboard
_____________________________________
Selectboard
_____________________________________
Selectboard
By
______________________________
Authorized signature for CONTRACTOR
Printed Name of above
_______________________________________
Company
Name__________________________________
Address
_______________________________________
Address
_______________________________________
34 | P a g e
CONTRACT GENERAL SPECIFICATIONS
1.00
DEFINITIONS
1.01
1.02
1.03
Town
Contract Documents
Contractor
2.00
SCOPE OF WORK
3.00
COMPLIANCE WITH LAWS
3.01 Records
3.02 Prevailing Wages
4.00
WORKFORCE QUALIFICATIONS
5.00
NON-DISCRIMINATION
6.00
INDEMNITY
7.00
LICENSES AND TAXES
8.00
INSURANCE
9.00
BOND
9.01 Performance Bond – not required for this project
9.02 Payment Bond – Required in the amount of 50% of the total cost
10.00
BASIS OF PAYMENT / APPROPRIATION
11.00
MATERIALS AND EQUIPMENT WARRANTY
12.00
RISK OF LOSS
13.00
TIME FOR COMPLETION OF WORK
14.00
TRANSFERABILITY OF CONTRACT
15.00
MODIFICATIONS
16.00
TERMINATION
17.00
CHOICE OF LAW
18.00
NOTICES
19.00
CONFLICT OF INTEREST
20.00
ENTIRE UNDERSTANDING
35 | P a g e I n v i t a t i o n f o r B i d s – M o u n t a i n R d . B r i d g e 1 / 2 0 / 2 0 1 6
1.00 DEFINITIONS
1.01
Town – The Town of Charlemont, Massachusetts.
Awarding Authority – The Town of Charlemont, Massachusetts
1.02 Contract Documents - The Invitation for Bids, and any addenda thereto, General
Instructions to Bidders, Contractor's Bid, General Contract Specifications, authorization of the
governing body authorizing the work and services contemplated herein, the Contract Payment
Bond, if required, the Contract, Resolution of the Board of Directors of the Contractor
authorizing Contractor's signatory the power to sign this Contract and bind the corporation to full
performance hereunder, Insurance Certificates evidencing the insurance coverage required,
Warranty Documentation, and any addenda or changes to the foregoing documents agreed to by
the Council and the Contractor.
1.03 Contractor - The person, corporation, or partnership performing MOUNTAIN
ROAD BRIDGE REPAIRS under contract with the Town.
2.00 SCOPE OF WORK
The work under this Contract shall consist of the items contained in the Bids, including
all the supervision, materials, equipment, labor and all other items necessary to complete said
work in accordance with the Contract Documents.
3.00 COMPLIANCE WITH LAWS
3.01 The Contractor shall comply with applicable laws, by-laws and codes of the local,
state and federal government. The Contractor shall make and keep for at least six years after
final payment, books, records, and accounts, which in reasonable detail accurately and fairly
reflect the transactions and dispositions of the contractor [MGL c 30 §39R(b)] and make such
records available to the Awarding Authority.
3.02 MA Prevailing Wages ARE REQUIRED FOR THIS PROJECT
The Contractor shall comply and shall cause its subcontracts to comply with
Massachusetts General Law c. 149 § 27B, which requires that a true and accurate record be kept
of all persons employed on the project for which the prevailing wage rates have been provided.
The Contractor and all Subcontractors shall keep these records and preserve them for a period of
six years from the date of completion of the Contract. The Contractor shall, and shall cause its
Subcontractors to submit weekly copies of their weekly payroll records to the Awarding
Authority. Attention is directed to the “Information about Prevailing Wage Schedules for
Awarding Authorities and Contractors” on the attached COMMONWEALTH OF
MASSACHUSETTS DEPARTMENT OF LABOR STANDARDS Prevailing Wage Rates. All
requirements for reporting and posting wages shall be followed by the Contractor when required.
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4.00 WORKFORCE QUALIFICATIONS
The Contractor shall: (i) employ competent workers; (ii) enforce strict discipline and
good order among the Contractor’s employees and other persons carrying out the Work; (iii) not
permit employment of unfit persons or persons not skilled in tasks assigned to them. Whenever
the Town shall notify the Contractor in writing that any work is, in the Town’s designee’s
opinion, incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such employee shall be
discharged from the Work and shall not again be employed on the Work except with the consent
of the Town.
If OSHA certification is required by the Contract per MGL Ch. 149, Contractor shall
provide OSHA certifications of any personnel on site when requested by the Awarding Authority
or with submittal of first Certified Payroll. Contractor certifies that all of their employees who
will be employed at the work site have successfully passed the OSHA approved 10-hour safety
course, and they are able to furnish labor that can work in harmony with all other elements of
labor employed or to be employed in the Work.
5.00 NON-DISCRIMINATION
The Contractor shall not discriminate against any person because of race, color, religious
creed, national origin, gender, ancestry, sexual orientation, age, handicap, gender identity,
genetic information, military service or any other protected class under the law.
6.00 INDEMNITY
a. To the fullest extent permitted by law, the Contractor shall defend, indemnify, and save
harmless the Town and its respective duly elected or appointed officials, agents and employees
from and against all demands, claims, damages, liabilities, losses, costs, and expenses
(including, but not limited to, reasonable attorney fees) (referred to collectively as “demands”)
arising out of or resulting from any work performed pursuant to this Agreement including but
not limited to any negligent acts, errors, or omissions of the Contractor, any subContractor, or
any person directly or indirectly employed by any of them, or by a defect of a product or
design supplied by the Contractor or subContractor. Such obligation shall not negate, abridge,
or reduce in any way any additional indemnification rights of the Town, that otherwise may
exist under statute or in law or equity.
b. The Contractor shall defend, indemnify, and hold harmless the Town from any and all
demands relating to wages, overtime compensation, or other employee benefits by employees
employed directly or indirectly by the Contractor for work performed in connection with the
work hereunder or required by state or federal law, including but not limited to Fair Labor
Standards Act and Massachusetts Prevailing Wage Law.
c. The indemnification obligations of the Contractor and subContractor shall not be limited in
any way by any limitations on the amount or type of damages, compensations, or benefits
payable by or for the Contractor or subContractor under any federal or state law.
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d. In the event of a breach of this Agreement by the Contractor, the Contractor shall pay the
Town all reasonable attorney fees, costs and other litigation expenses incurred by the Town in
enforcing its rights as a result of said breach in addition to any damages for said breach.
7.00 LICENSES AND TAXES
The Contractor shall obtain all licenses and permits (other than the license and permit
granted by the Contract) and promptly pay all taxes required by the Town.
8.00 INSURANCE
The Contractor shall at all times during the Contract maintain in full force and effect
Employer's Liability, Worker's Compensation, Bodily Injury Liability, Property Damage and
General Liability Insurance, including contractual liability coverage for the provisions of Section
5.00. All insurance shall be by insurers and for policy limits acceptable to the Council and
before commencement of work hereunder the Contractor agrees to furnish the Council
certificates of insurance or other evidence satisfactory to the Council to the effect that such
insurance has been procured and is in force.
For the purpose of the Contract, the Contractor shall carry the following types of insurance in at
least the limits specified below:
COVERAGES
LIMITS OF LIABILITY
Worker's Compensation
Statutory
Employer's Liability
$500,000.00
Automobile Liability
$1,000,000.00 combined single limit for
bodily injury and property damage
Contractor’s Commercial
General Liability
$1,000,000.00 each occurrence
$2,000,000.00 aggregate
Excess Umbrella Liability
$1,000,000
The TOWN OF CHARLEMONT shall be named as additional insured under the liability and
automobile insurance. The general liability insurance policy should contain a broad form general
liability endorsement.
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9.00 BOND
9.01 Performance Bond – 100% of Contract Price
9.02 Payment Bond – 100% of Contract Price
The Contractor shall be obligated to provide the Town with a performance bond and/or payment
bond in the form provided by the Awarding Authority. The Bond shall be submitted to the Town
prior to Contract execution. Premium for the bonds shall be paid for by the Contractor. The
bond shall be payable to the Town and be drawn upon a surety company licensed to do business
in the Commonwealth of Massachusetts.
10.00 BASIS OF PAYMENT / APPROPRIATION
10.01 Rates - The charges shall not exceed the rates fixed by the Contract Documents.
10.02 Appropriation – The Awarding Authority certifies that at the time of the execution
of this Contract, sufficient appropriations exist and shall be encumbered to fund the Contract
Price. Payments are subject to appropriation and shall be made only for work performed in
accordance with the terms of this Contract. The Contractor shall not be obligated to perform,
and may not perform, work outside the duration and scope of this Contract without an
amendment to this Contract, and a sufficient appropriation(s) to support such additional work.
The Awarding Authority may immediately terminate or suspend this Contract in the event that
the appropriation(s) funding this Contract is eliminated or reduced to an amount which will be
insufficient to support anticipated future obligations under this Contract.
11.00 MATERIALS AND EQUIPMENT WARRANTY
Materials and equipment to be installed as part of the Work (both or either of which are
hereinafter referred to as “materials”) shall be new, unused, of recent manufacture, assembled,
and used in accordance with the best construction practices.
The Town may reject unsuitable work, notwithstanding that such work and materials may
have previously been accepted for payment. If any part of the Work shall be found defective at
any time before the final acceptance of the whole Work, the Contractor shall promptly correct
such defect in a manner satisfactory to the Town. If any material brought upon the site for use in
the Work shall be deemed as not in conformity with the Contract Documents, the Contractor
shall promptly remove such materials from the site.
12.00 RISK OF LOSS
The Contractor shall bear the risk of loss with respect to any of its or its agents’
employees or subcontractors’ vehicles, equipment or tools brought onto or left at the worksite
and for any materials stored at the worksite.
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13.00 TIME FOR COMPLETION OF WORK
Time is of the essence of this Contract. The Work shall be completed by
___________________, 2016 subject only to extensions specifically permitted in accordance
with the terms of this Contract.
14.00 TRANSFERABILITY OF CONTRACT
No assignment of the Contract or any right accruing under this Contract shall be made in
whole or in part by the Contractor without the express written consent of the Town, which
consent shall not be unreasonably withheld; in the event of any assignment, the assignee shall
assume the liability and duties of the Contractor, but said assignment shall in no way relieve the
Contractor of his liabilities or duties pursuant to the Contract.
15.00 MODIFICATIONS
No modifications, waiver or change shall be made in the terms and conditions of this
Contract, except as may be mutually agreed upon in writing by all parties hereto and as may be
permitted by MGL C. 149.
16.00 TERMINATION
The Town may terminate this Contract by providing the Contractor with written notice if
the Contractor violates any of the terms of this Contract.
In the event of suspension, the Town will set forth the specific grounds for the
suspension, any actions the Contractor could take to correct the problems or situations, and a
stated period of time for the Contractor to comply with the corrections required. Failure to
correct the problems or situations that necessitated the suspension within the stated period of
time shall be grounds for termination.
The Town shall have the right to terminate this Contract without cause upon fifteen (15)
days notice to the Contractor and all preceding paragraphs herein shall be applicable to this
termination. See Article 10.02 Appropriation.
17.00 CHOICE OF LAW
This Contract shall be construed under and governed by the laws of the Commonwealth
of Massachusetts. The Contractor, and agents thereof, agree to bring any federal or state
proceedings arising under this Contract, in which either the Commonwealth or the Awarding
Authority is party, in a court of competent jurisdiction in the County of Franklin, Massachusetts.
The parties agree to pursue Dispute Resolution before proceeding to Court. This section shall
not be construed to limit any rights a party may have to intervene in any action, in any court or
wherever, pending, in which the other is a party.
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18.00 NOTICES
Any and all notices or other communications required or permitted by this Contract or by
law to be served or given to either the Town or the Contractor by the other party shall be in
writing and shall be deemed duly served and given when personally delivered to the party to
whom it is directed, or in lieu of such personal services when sent by U.S. mail, first-class,
postage prepaid, addressed to the TOWN OF CHARLEMONT, 157 MAIN STREET,
CHARLEMONT, MA 01339 or the Contractor at __________________NAME ADDRESS
19.00 CONFLICT OF INTEREST
Each party shall adhere to the provisions of Massachusetts General Laws, Chapter 268A,
with respect to the Conduct of Public Employees. In addition, no member, officer, or employee
of either party, or its designees, or agents, no member of the governing body of the locality in
which the program is situated, and no other public official of such locality or localities who
exercises any functions or responsibilities with respect to the program during his tenure or for
one (1) year thereafter (or such longer period as may be provided in Chapter 268A of the
Massachusetts General Laws), shall have any interest in any contract or subcontract, or the
proceeds thereof, for work to be performed in connection with the program assisted under this
Agreement. Each party shall incorporate, or cause to be incorporated, in all such contracts or
subcontracts a provision prohibiting such interest, pursuant to the purposes of this subsection.
20.00 ENTIRE UNDERSTANDING
This Contract, together with all documents included by reference pursuant to Clause 1.03
of this Contract, represents the entire understanding of the parties, and neither party is relying
upon any representation not contained herein.
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FORM E
Bond Number:
NNNNNNN
PERFORMANCE BOND
TOWN OF CHARLEMONT
157 MAIN STREET
CHARLEMONT, MA 01339
KNOW ALL MEN BY THESE PRESENTS:
CONTRACTOR'S NAME
That we,
as Principal, and
SURETY NAME
the
as Surety, are held and firmly bound unto
TOWN OF CHARLEMONT, MA
, as Obligee, in the sum of
CONTRACT SUM IN WORDS
dollars
$
NUMBERS
to be paid to the Obligee, for which payments, well and truly to be made, we bind ourselves, our respective heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the said Principal has made a contract with the Obligee, bearing the date of
for the construction of
PROJECT TITLE
in
DATE
FRANKLIN COUNTY,
200
Massachusetts
Project Title
NOW, the condition of this obligation is such that if the Principal and all Subcontractors under said contract shall well and truly
keep and perform all the undertakings, covenants, agreement, terms and conditions of said contract on its part to be kept and
performed during the original term of said contract and any extensions thereof that may be granted by the Obligee, with or
without notice to the Surety, and during the life and any guarantee required under the contract, and shall also well and truly
keep and perform all the undertakings, covenants, agreements, terms and conditions of any and all duly authorized
modifications, alterations changes or additions to said contract that may hereafter be made, notice to the Surety of such
modifications, alterations, changes or additions being hereby waived, then this obligation shall become null and void; otherwise,
it shall remain in full force and virtue.
IN THE EVENT, that the contract is abandoned by the Principal, or in the event that the Obligee, under the provisions of the
General Conditions of said contract terminates the employment of the Principal or the authority of the Principal to continue the
work, said Surety hereby further agrees that said Surety shall, if requested in writing by the Obligee, take such action as is
necessary to complete said contract.
IN WITNESS WHEREOF, the Principal and Surety have hereunto set their hands and seals this:
NN TH
Day of
PRINCIPAL
MONTH
20
YY
CONTRACTOR'S NAME
SURETY
By:
By:
Seal
Attorney-in Fact
Attest
Attest:
The rate for this bond is %
The total premium for this bond is
FRCOG
01/01/2012
SURETY NAME
% for the first $
$
AMOUNT
and %%
% for the next
$AMOUNT 2
Total Premium
Performance Bond
1 of 1
Commonwealth of MA Standard Forms
Bond No:
PAYMENT BOND
TOWN OF CHARLEMONT, MA
157 MAIN STREET
CHARLEMONT, MA 01339
KNOW ALL MEN BY THESE PRESENTS:
That we, ,
Contractors Name
as Principal
And
Surety Name
The
The Town of Charlemont, MA
as Surety, are held and firmly bound unto
, as Obligee, in the sum of
Contract Sum in Words
$ Contract in Numbers.
dollars
to be paid to the Obligee, for which payments, well and truly to be made, we bind ourselves, our respective heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the said Principal has made a contract with the Obligee, bearing the date of
for the construction of
Project Title
Here in,
Contract Date
Franklin County,
Massachusetts
Project Title
NOW the conditions of this obligation are such that if the Principal and all subcontractors under said contract shall pay for all
labor performed or furnished and for all materials used or employed in said contract and in any and all duly authorized
modifications, alterations, extensions of time, changes or additions to said contract that may hereafter be made, notice to the
Surety of such modifications, alterations, extensions of time, changes or additions being hereby waived, the foregoing to
include any other purposes or items set out in, and to be subject to, provisions of M.G.L. c.30 §39A, and M.G.L. c.149 §29, as
amended, then this obligation shall become null and void; otherwise it shall remain in full force and virtue.
IN WITNESS WHEREOF, the Principal and Surety have hereunto set their hands and seals this:
NN th
Day of
Month
20 YY
PRINCIPAL
SURETY
By:
By:
Seal
Attorney-in Fact
Attest:
Attest
The rate for this bond is
% for the first
The total premium for this bond is
$
FRCOG
01/01/2012
$
PAYMENT BOND
Page 1 of 2
and
% for the next $
Commonwealth of MA Standard Forms
WEEKLY PAYROLL RECORDS REPORT
& STATEMENT OF COMPLIANCE
In accordance with Massachusetts General Law c. 149, §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 period of three years from 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, the awarding authority is also required to preserve those records for three years
from the date of completion of the project.
Each such contractor or subcontractor shall furnish to the awarding authority directly
within 15 days after completion of its portion of the work, a statement, executed by the
contractor, subcontractor or by any authorized officer thereof who supervised the payment of
wages, this form.
STATEMENT OF COMPLIANCE
_______________, 20_______
I,___________________________________,___________________________________
(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 _____________________________
09/11
MASSACHUSETTS WEEKLY CERTIFIED PAYROLL REPORT FORM
Company's Name:
Address:
Phone No.:
Employer's Signature:
Title:
Contract No:
Awarding Authority's Name:
Public Works Project Name:
Public Works Project Location:
General / Prime Contractor's Name:
Subcontractor's Name:
Employee Name & Complete Address
Employee is
OSHA 10
Certified (?)
Work Classification:
Appr.
Rate
(%)
Mo.
Tax Payer ID No.
Work Week Ending:
Min. Wage Rate Sheet No.
"Employer" Hourly Fringe Benefit Contributions
Hours
Worked
Su.
Payroll No.:
Tu.
We.
Th.
Fr.
Sa.
Project
Hours
(A)
All Other
Hours
(B+C+D+E)
Hourly Base
Wage
(B)
Health &
Welfare
Insurance
(C')
ERISA
Pension Plan
(D)
Supp.
Unemp.
(E)
Total Hourly
Prev. Wage
(F)
NOTE: Pursuant to MGL Ch. 149 s.27B, every contractor and subcontractor is required to submit a "true and accurate" copy of their weekly payroll records directly
to the awarding authority. Failure to comply may result in the commencement of a criminal action or the issuance of a civil citation.
Date recieved by awarding authority
Page
of
/
/
(A x F)
Project Gross
Wages
(G)
Total Gross
Wages
Check No.
(H)
THE COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT
DEPARTMENT OF LABOR STANDARDS
Prevailing Wage Rates
CHARLES D. BAKER
Governor
As determined by the Director under the provisions of the
Massachusetts General Laws, Chapter 149, Sections 26 to 27H
RONALD L. WALKER, II
Secretary
WILLIAM D MCKINNEY
KARYN E. POLITO
Lt. Governor
Awarding Authority:
Director
Town of Charlemont
Contract Number:
City/Town:
CHARLEMONT
Description of Work:
Repair Bridge No. C-05-006 after flood water damage including concrete repair, rails, rip rap embankments,
roadway repair and guardrails.
Job Location:
Charlemont MassDOT Bridge No. C-05-006
Information about Prevailing Wage Schedules for Awarding Authorities and Contractors
• This wage schedule applies only to the specific project referenced at the top of this page and uniquely identified by the
“Wage Request Number” on all pages of this schedule.
• An Awarding Authority must request an updated wage schedule from the Department of Labor Standards (“DLS”) if it has
not opened bids or selected a contractor within 90 days of the date of issuance of the wage schedule. For CM AT RISK
projects (bid pursuant to G.L. c.149A), the earlier of: (a) the execution date of the GMP Amendment, or (b) the bid for the first
construction scope of work must be within 90-days of the wage schedule issuance date.
• The wage schedule shall be incorporated in any advertisement or call for bids for the project as required by M.G.L. c. 149,
§ 27. The wage schedule shall be made a part of the contract awarded for the project. The wage schedule must be posted in a
conspicuous place at the work site for the life of the project in accordance with M.G.L. c. 149 § 27. The wages listed on the
wage schedule must be paid to employees performing construction work on the project whether they are employed by the prime
contractor, a filed sub-bidder, or any sub-contractor.
• All apprentices working on the project are required to be registered with the Massachusetts Division of Apprentice
Standards (DAS). Apprentice must keep his/her apprentice identification card on his/her person during all work hours on the
project. An apprentice registered with DAS may be paid the lower apprentice wage rate at the applicable step as provided on
the prevailing wage schedule. If an apprentice rate is not listed on the prevailing wage schedule for the trade in which an
apprentice is registered with the DAS, the apprentice must be paid the journeyworker's rate for the trade.
• The wage rates will remain in effect for the duration of the project, except in the case of multi-year public construction
projects. For construction projects lasting longer than one year, awarding authorities must request an updated wage schedule.
Awarding authorities are required to request these updates no later than two weeks before the anniversary of the date the
contract was executed by the awarding authority and the general contractor. For multi-year CM AT RISK projects, awarding
authority must request an annual update no later than two weeks before the anniversary date, determined as the earlier of: (a)
the execution date of the GMP Amendment, or (b) the execution date of the first amendment to permit procurement of
construction services. Contractors are required to obtain the wage schedules from awarding authorities, and to pay no less than
these rates to covered workers. The annual update requirement is not applicable to 27F “rental of equipment” contracts.
• Every contractor or subcontractor which performs construction work on the project is required to submit weekly payroll
reports and a Statement of Compliance directly to the awarding authority by mail or email and keep them on file for three years.
Each weekly payroll report must contain: the employee’s name, address, occupational classification, hours worked, and wages
paid. Do not submit weekly payroll reports to DLS. A sample of a payroll reporting form may be obtained at
http://www.mass.gov/dols/pw.
• Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative
obligation to inquire with DLS at (617) 626-6953.
• Employees not receiving the prevailing wage rate set forth on the wage schedule may report the violation to the Fair Labor
Division of the office of the Attorney General at (617) 727-3465.
• Failure of a contractor or subcontractor to pay the prevailing wage rates listed on the wage schedule to all employees who
perform construction work on the project is a violation of the law and subjects the contractor or subcontractor to civil and
criminal penalties.
Issue Date:
01/13/2016
Wage Request Number:
20160113-028
Classification
Health
Pension
Supplemental
Unemployment
Total Rate
Effective Date
Base Wage
12/01/2015
$31.65
$10.41
$10.08
$0.00
$52.14
06/01/2016
$32.15
$10.41
$10.08
$0.00
$52.64
08/01/2016
$32.15
$10.91
$10.08
$0.00
$53.14
12/01/2016
$32.15
$10.91
$10.89
$0.00
$53.95
12/01/2015
$31.72
$10.41
$10.08
$0.00
$52.21
06/01/2016
$32.22
$10.41
$10.08
$0.00
$52.71
$10.91
$10.08
$0.00
$53.21
$10.91
$10.89
$0.00
$54.02
$0.00
$52.33
Construction
(2 AXLE) DRIVER - EQUIPMENT
TEAMSTERS JOINT COUNCIL NO. 10 ZONE B
(3 AXLE) DRIVER - EQUIPMENT
08/01/2016
12/01/2016
(4 & 5 AXLE) DRIVER - EQUIPMENT
ADS/SUBMERSIBLE PILOT
PILE DRIVER LOCAL 56 (ZONE 3)
AIR TRACK OPERATOR
LABORERS - ZONE 4 (BUILDING & SITE)
$32.22
$32.22
12/01/2015
$31.84
$10.41
$10.08
06/01/2016
$32.34
$10.41
$10.08
$0.00
$52.83
08/01/2016
$32.34
$10.91
$10.08
$0.00
$53.33
12/01/2016
$32.34
$10.91
$10.89
$0.00
$54.14
08/01/2015
$90.51
$9.80
$18.17
$0.00
$118.48
12/01/2015
$25.50
$7.45
$10.50
$0.00
$43.45
06/01/2016
$26.25
$7.45
$10.50
$0.00
$44.20
12/01/2016
$27.00
$7.45
$10.50
$0.00
$44.95
12/01/2015
$26.67
$7.45
$11.85
$0.00
$45.97
06/01/2016
$27.17
$7.45
$11.85
$0.00
$46.47
12/01/2016
$27.92
$7.45
$11.85
$0.00
$47.22
12/01/2015
$30.94
$10.40
$5.45
$0.00
$46.79
12/01/2015
$25.00
$7.45
$10.50
$0.00
$42.95
06/01/2016
$25.75
$7.45
$10.50
$0.00
$43.70
12/01/2016
$26.50
$7.45
$10.50
$0.00
$44.45
12/01/2015
$26.17
$7.45
$11.85
$0.00
$45.47
06/01/2016
$26.67
$7.45
$11.85
$0.00
$45.97
$0.00
$46.72
For apprentice rates see "Apprentice- LABORER"
AIR TRACK OPERATOR (HEAVY & HIGHWAY)
LABORERS - ZONE 4 (HEAVY & HIGHWAY)
For apprentice rates see "Apprentice- LABORER (Heavy and Highway)
ASBESTOS WORKER (PIPES & TANKS)
HEAT & FROST INSULATORS LOCAL 6 (SPRINGFIELD)
ASPHALT RAKER
ASPHALT RAKER (HEAVY & HIGHWAY)
12/01/2016
$27.42
$7.45
$11.85
12/01/2015
$32.97
$10.18
$11.74
$0.00
$54.89
12/01/2015
$32.97
$10.18
$11.74
$0.00
$54.89
12/01/2015
$25.00
$7.45
$10.50
$0.00
$42.95
$7.45
$10.50
$0.00
$43.70
$0.00
$44.45
$0.00
$54.36
AUTOMATIC GRADER-EXCAVATOR (RECLAIMER)
OPERATING ENGINEERS LOCAL 98
For apprentice rates see "Apprentice- OPERATING ENGINEERS"
BACKHOE/FRONT-END LOADER OPERATOR
BARCO-TYPE JUMPING TAMPER
06/01/2016
$25.75
12/01/2016
$26.50
$7.45
$10.50
12/01/2015
$32.44
$10.18
$11.74
BATCH/CEMENT PLANT - ON SITE
Issue Date:
01/13/2016
20160113-028
Page 2 of 32
Classification
BLOCK PAVER, RAMMER / CURB SETTER
Health
Pension
Supplemental
Unemployment
Total Rate
Effective Date
Base Wage
12/01/2015
$25.50
$7.45
$10.50
$0.00
$43.45
06/01/2016
$26.25
$7.45
$10.50
$0.00
$44.20
12/01/2016
$27.00
$7.45
$10.50
$0.00
$44.95
12/01/2015
$26.67
$7.45
$11.85
$0.00
$45.97
06/01/2016
$27.17
$7.45
$11.85
$0.00
$46.47
$0.00
$47.22
BLOCK PAVER, RAMMER / CURB SETTER (HEAVY &
HIGHWAY)
12/01/2016
$27.92
$7.45
$11.85
01/01/2016
$41.62
$6.97
$16.21
$0.00
$64.80
01/01/2017
$42.92
$6.97
$16.21
$0.00
$66.10
BOILER MAKER
BOILERMAKERS LOCAL 29
Apprentice -
BOILERMAKER - Local 29
Effective Date -
01/01/2016
Pension
Supplemental
Unemployment
Total Rate
$6.97
$10.54
$0.00
$44.56
$27.05
$6.97
$10.54
$0.00
$44.56
70
$29.13
$6.97
$11.35
$0.00
$47.45
4
75
$31.22
$6.97
$12.16
$0.00
$50.35
5
80
$33.30
$6.97
$12.97
$0.00
$53.24
6
85
$35.38
$6.97
$13.78
$0.00
$56.13
7
90
$37.46
$6.97
$14.59
$0.00
$59.02
8
95
$39.54
$6.97
$15.40
$0.00
$61.91
Apprentice Base Wage Health
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
65
$27.05
2
65
3
Effective Date -
01/01/2017
Step
percent
1
65
$27.90
$6.97
$10.54
$0.00
$45.41
2
65
$27.90
$6.97
$10.54
$0.00
$45.41
3
70
$30.04
$6.97
$11.35
$0.00
$48.36
4
75
$32.19
$6.97
$12.16
$0.00
$51.32
5
80
$34.34
$6.97
$12.97
$0.00
$54.28
6
85
$36.48
$6.97
$13.78
$0.00
$57.23
7
90
$38.63
$6.97
$14.59
$0.00
$60.19
8
95
$40.77
$6.97
$15.40
$0.00
$63.14
Notes:
Apprentice to Journeyworker Ratio:1:5
BRICK/STONE/ARTIFICIAL MASONRY (INCL. MASONRY
WATERPROOFING)
BRICKLAYERS LOCAL 3 (SPRINGFIELD/PITTSFIELD)
Issue Date:
01/13/2016
08/31/2015
$38.36
$10.18
$16.73
$0.00
$65.27
02/29/2016
$38.93
$10.18
$16.73
$0.00
$65.84
09/05/2016
$39.83
$10.18
$16.81
$0.00
$66.82
02/27/2017
$40.40
$10.18
$16.81
$0.00
$67.39
20160113-028
Page 3 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - BRICK/PLASTER/CEMENT MASON - Local 3 Springfield/Pittsfield
Effective Date - 08/31/2015
Pension
Supplemental
Unemployment
Pension
Supplemental
Unemployment
Total Rate
$10.18
$16.73
$0.00
$46.09
$23.02
$10.18
$16.73
$0.00
$49.93
70
$26.85
$10.18
$16.73
$0.00
$53.76
4
80
$30.69
$10.18
$16.73
$0.00
$57.60
5
90
$34.52
$10.18
$16.73
$0.00
$61.43
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$19.18
2
60
3
Effective Date -
02/29/2016
Step
percent
1
50
$19.47
$10.18
$16.73
$0.00
$46.38
2
60
$23.36
$10.18
$16.73
$0.00
$50.27
3
70
$27.25
$10.18
$16.73
$0.00
$54.16
4
80
$31.14
$10.18
$16.73
$0.00
$58.05
5
90
$35.04
$10.18
$16.73
$0.00
$61.95
Total Rate
Notes:
BULLDOZER/POWER SHOVEL/TREE SHREDDER
/CLAM SHELL OPERATING
12/01/2015
$32.97
$10.18
$11.74
$0.00
$54.89
12/01/2015
$36.45
$7.45
$13.75
$0.00
$57.65
06/01/2016
$37.20
$7.45
$13.75
$0.00
$58.40
12/01/2016
$38.20
$7.45
$13.75
$0.00
$59.40
12/01/2015
$35.30
$7.45
$13.75
$0.00
$56.50
06/01/2016
$36.05
$7.45
$13.75
$0.00
$57.25
12/01/2016
$37.05
$7.45
$13.75
$0.00
$58.25
12/01/2015
$35.30
$7.45
$13.75
$0.00
$56.50
06/01/2016
$36.05
$7.45
$13.75
$0.00
$57.25
12/01/2016
$37.05
$7.45
$13.75
$0.00
$58.25
12/01/2015
$25.00
$7.45
$10.50
$0.00
$42.95
$7.45
$10.50
$0.00
$43.70
$0.00
$44.45
ENGINEERS LOCAL 98
CAISSON & UNDERPINNING BOTTOM MAN
LABORERS - FOUNDATION AND MARINE
CAISSON & UNDERPINNING LABORER
CAISSON & UNDERPINNING TOP MAN
CARBIDE CORE DRILL OPERATOR
06/01/2016
$25.75
12/01/2016
$26.50
$7.45
$10.50
08/31/2015
$32.39
$8.55
$14.38
$0.00
$55.32
02/29/2016
$33.14
$8.55
$14.38
$0.00
$56.07
CARPENTER
CARPENTERS LOCAL 108 - HAMPDEN HAMPSHIRE
Issue Date:
01/13/2016
20160113-028
Page 4 of 32
Classification
Base Wage
Effective Date
Health
Apprentice - CARPENTER - Local 108 Hampden Hampshire
Pension
Supplemental
Unemployment
Pension
Supplemental
Unemployment
Total Rate
$8.55
$1.20
$0.00
$25.95
$19.43
$8.55
$1.20
$0.00
$29.18
70
$22.67
$8.55
$10.78
$0.00
$42.00
4
75
$24.29
$8.55
$10.78
$0.00
$43.62
5
80
$25.91
$8.55
$11.98
$0.00
$46.44
6
80
$25.91
$8.55
$11.98
$0.00
$46.44
7
90
$29.15
$8.55
$13.18
$0.00
$50.88
8
90
$29.15
$8.55
$13.18
$0.00
$50.88
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$16.20
2
60
3
Effective Date -
02/29/2016
Step
percent
1
50
$16.57
$8.55
$1.20
$0.00
$26.32
2
60
$19.88
$8.55
$1.20
$0.00
$29.63
3
70
$23.20
$8.55
$10.78
$0.00
$42.53
4
75
$24.86
$8.55
$10.78
$0.00
$44.19
5
80
$26.51
$8.55
$11.98
$0.00
$47.04
6
80
$26.51
$8.55
$11.98
$0.00
$47.04
7
90
$29.83
$8.55
$13.18
$0.00
$51.56
8
90
$29.83
$8.55
$13.18
$0.00
$51.56
Total Rate
Notes: Pre-6/09 Step1$25.50/2$27.11/3$42.36/4$45.60/5$48.84/6$50.46
** 1: 1-5/2: 6-8/3:9-11/Steps: 6 mos (600 hrs)/rates by step
7$52.08/8$53.70
Apprentice to Journeyworker Ratio:**
CEMENT MASONRY/PLASTERING
01/01/2016
BRICKLAYERS LOCAL 3 (SPRINGFIELD/PITTSFIELD)
$39.62
$10.85
Apprentice - CEMENT MASONRY/PLASTERING - Springfield/Pittsfield
Step
percent
1
0
$0.00
$0.00
$13.94
$1.30
$65.71
Pension
Supplemental
Unemployment
Total Rate
$0.00
$0.00
$0.00
Notes: Apprentice wages shall be no less than the following Steps;
1$46.02/2$53.40/3$56.69/4$59.98/5$63.28/6$66.57/7$72.15
Steps 3,4 are 500 hrs. All other steps are 1,000 hrs.
CHAIN SAW OPERATOR
12/01/2015
$25.00
$7.45
$10.50
$0.00
$42.95
06/01/2016
$25.75
$7.45
$10.50
$0.00
$43.70
$0.00
$44.45
$0.00
$54.36
12/01/2016
$26.50
$7.45
$10.50
12/01/2015
$32.44
$10.18
$11.74
COMPRESSOR OPERATOR
Issue Date:
01/13/2016
20160113-028
Page 5 of 32
Classification
Health
Pension
Total Rate
Base Wage
12/01/2015
$36.47
$10.18
$11.74
$0.00
$58.39
01/01/2016
$49.51
$7.85
$16.10
$0.00
$73.46
07/01/2016
$50.46
$7.85
$16.10
$0.00
$74.41
01/01/2017
$51.41
$7.85
$16.10
$0.00
$75.36
CRANE OPERATOR
Supplemental
Unemployment
Effective Date
DELEADER (BRIDGE)
PAINTERS LOCAL 35 - ZONE 3
Apprentice -
PAINTER Local 35 - BRIDGES/TANKS
Effective Date -
01/01/2016
Pension
Supplemental
Unemployment
Total Rate
$7.85
$0.00
$0.00
$32.61
$27.23
$7.85
$3.66
$0.00
$38.74
$29.71
$7.85
$3.99
$0.00
$41.55
$32.18
$7.85
$4.32
$0.00
$44.35
$34.66
$7.85
$14.11
$0.00
$56.62
$37.13
$7.85
$14.44
$0.00
$59.42
$39.61
$7.85
$14.77
$0.00
$62.23
$44.56
$7.85
$15.44
$0.00
$67.85
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$24.76
2
55
3
60
4
65
5
70
6
75
7
80
8
90
Effective Date -
07/01/2016
Step
percent
1
50
$25.23
$7.85
$0.00
$0.00
$33.08
2
55
$27.75
$7.85
$3.66
$0.00
$39.26
3
60
$30.28
$7.85
$3.99
$0.00
$42.12
4
65
$32.80
$7.85
$4.32
$0.00
$44.97
5
70
$35.32
$7.85
$14.11
$0.00
$57.28
6
75
$37.85
$7.85
$14.44
$0.00
$60.14
7
80
$40.37
$7.85
$14.77
$0.00
$62.99
8
90
$45.41
$7.85
$15.44
$0.00
$68.70
Notes:
Steps are 750 hrs.
DEMO: ADZEMAN
12/01/2015
$35.50
$7.45
$13.55
$0.00
$56.50
12/01/2015
$36.50
$7.45
$13.55
$0.00
$57.50
12/01/2015
$36.25
$7.45
$13.55
$0.00
$57.25
12/01/2015
$36.50
$7.45
$13.55
$0.00
$57.50
DEMO: BACKHOE/LOADER/HAMMER OPERATOR
DEMO: BURNERS
DEMO: CONCRETE CUTTER/SAWYER
Issue Date:
01/13/2016
20160113-028
Page 6 of 32
Classification
DEMO: JACKHAMMER OPERATOR
Health
Pension
Supplemental
Unemployment
Total Rate
Effective Date
Base Wage
12/01/2015
$36.25
$7.45
$13.55
$0.00
$57.25
12/01/2015
$35.50
$7.45
$13.55
$0.00
$56.50
08/01/2015
$60.34
$9.80
$18.17
$0.00
$88.31
08/01/2015
$43.10
$9.80
$18.17
$0.00
$71.07
08/01/2015
$64.65
$9.80
$18.17
$0.00
$92.62
08/01/2015
$90.51
$9.80
$18.17
$0.00
$118.48
01/03/2016
$38.41
$9.35
$10.10
$0.00
$57.86
07/03/2016
$39.31
$9.35
$10.10
$0.00
$58.76
$9.35
$10.10
$0.00
$59.66
DEMO: WRECKING LABORER
DIVER
DIVER TENDER
DIVER TENDER (EFFLUENT)
DIVER/SLURRY (EFFLUENT)
ELECTRICIAN (Including Core Drilling)
ELECTRICIANS LOCAL 7
01/01/2017
$40.21
Apprentice - ELECTRICIAN - Local 7
Pension
Supplemental
Unemployment
Total Rate
$5.00
$0.46
$0.00
$20.82
$17.28
$5.00
$0.52
$0.00
$22.80
50
$19.21
$9.35
$5.83
$0.00
$34.39
4
55
$21.13
$9.35
$5.88
$0.00
$36.36
5
65
$24.97
$9.35
$7.00
$0.00
$41.32
6
70
$26.89
$9.35
$8.06
$0.00
$44.30
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
40
$15.36
2
45
3
Effective Date -
07/03/2016
Step
percent
1
40
$15.72
$5.00
$0.47
$0.00
$21.19
2
45
$17.69
$5.00
$0.53
$0.00
$23.22
3
50
$19.66
$9.35
$5.84
$0.00
$34.85
4
55
$21.62
$9.35
$5.90
$0.00
$36.87
5
65
$25.55
$9.35
$7.02
$0.00
$41.92
6
70
$27.52
$9.35
$8.08
$0.00
$44.95
Notes: Pre-5/31/11 Begins at Step 3 $38.34/4$40.32/5$44.89/6$47.05
Steps 1-2 are 1000 hrs; Steps 3-6 are 1500 hrs.
Apprentice to Journeyworker Ratio:2:3****
ELEVATOR CONSTRUCTOR
01/01/2016
ELEVATOR CONSTRUCTORS LOCAL 41
Issue Date:
01/13/2016
01/01/2017
$48.77
$49.90
20160113-028
$14.43
$14.96
$0.00
$78.16
$15.28
$15.71
$0.00
$80.89
Page 7 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - ELEVATOR CONSTRUCTOR - Local 41
Pension
Supplemental
Unemployment
Pension
Supplemental
Unemployment
Total Rate
$14.43
$14.96
$0.00
$53.78
$26.82
$14.43
$14.96
$0.00
$56.21
65
$31.70
$14.43
$14.96
$0.00
$61.09
4
70
$34.14
$14.43
$14.96
$0.00
$63.53
5
80
$39.02
$14.43
$14.96
$0.00
$68.41
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$24.39
2
55
3
Effective Date -
01/01/2017
Step
percent
1
50
$24.95
$15.28
$15.71
$0.00
$55.94
2
55
$27.45
$15.28
$15.71
$0.00
$58.44
3
65
$32.44
$15.28
$15.71
$0.00
$63.43
4
70
$34.93
$15.28
$15.71
$0.00
$65.92
5
80
$39.92
$15.28
$15.71
$0.00
$70.91
Total Rate
Notes:
Steps 1-2 are 6 mos.; Steps 3-5 are 1 year
ELEVATOR CONSTRUCTOR HELPER
01/01/2016
ELEVATOR CONSTRUCTORS LOCAL 41
$34.14
$14.43
$14.96
$0.00
$63.53
$0.00
$65.92
01/01/2017
$34.93
$15.28
$15.71
12/01/2015
$25.00
$7.45
$10.50
$0.00
$42.95
$0.00
$43.70
For apprentice rates see "Apprentice - ELEVATOR CONSTRUCTOR"
FENCE & BEAM RAIL ERECTOR
06/01/2016
$25.75
$7.45
$10.50
12/01/2016
$26.50
$7.45
$10.50
$0.00
$44.45
12/01/2015
$26.17
$7.45
$11.85
$0.00
$45.47
06/01/2016
$26.67
$7.45
$11.85
$0.00
$45.97
12/01/2016
$27.42
$7.45
$11.85
$0.00
$46.72
06/01/1999
$18.84
$4.80
$4.10
$0.00
$27.74
06/01/1999
$21.33
$4.80
$4.10
$0.00
$30.23
06/01/1999
$22.33
$4.80
$4.10
$0.00
$31.23
01/03/2016
$38.41
$9.35
$10.10
$0.00
$57.86
07/03/2016
$39.31
$9.35
$10.10
$0.00
$58.76
01/01/2017
$40.21
$9.35
$10.10
$0.00
$59.66
01/03/2016
$38.41
$9.35
$10.10
$0.00
$57.86
07/03/2016
$39.31
$9.35
$10.10
$0.00
$58.76
01/01/2017
$40.21
$9.35
$10.10
$0.00
$59.66
FENCE & GUARD RAIL ERECTOR (HEAVY & HIGHWAY)
FIELD ENG.INST/ROD-BLDG,SITE,HVY/HWY
FIELD ENG.PARTY CHIEF:BLDG,SITE,HVY/HWY
FIELD ENG.SURVEY CHIEF-BLDG,SITE,HVY/HWY
FIRE ALARM INSTALLER
For apprentice rates see "Apprentice- ELECTRICIAN"
FIRE ALARM REPAIR / MAINTENANCE
/ COMMISSIONING ELECTRICIANS
LOCAL 7
For apprentice rates see "Apprentice- TELECOMMUNICATIONS TECHNICIAN"
Issue Date:
01/13/2016
20160113-028
Page 8 of 32
Classification
FIREMAN
Apprentice -
Effective Date
Base Wage
12/01/2015
$32.44
Health
$10.18
Pension
Supplemental
Unemployment
$11.74
$0.00
Total Rate
$54.36
OPERATING ENGINEERS - Local 98 Class 3
Effective Date -
12/01/2015
Pension
Supplemental
Unemployment
Total Rate
$10.18
$11.74
$0.00
$41.38
$22.71
$10.18
$11.74
$0.00
$44.63
80
$25.95
$10.18
$11.74
$0.00
$47.87
90
$29.20
$10.18
$11.74
$0.00
$51.12
Step
percent
1
60
$19.46
2
70
3
4
Notes:
Steps 1-2 are 1000 hrs.; Steps 3-4 are 2000 hrs.
FLAGGER & SIGNALER (HEAVY & HIGHWAY)
12/01/2015
$20.50
$7.45
$11.85
$0.00
$39.80
06/01/2016
$20.50
$7.45
$11.85
$0.00
$39.80
12/01/2016
$20.50
$7.45
$11.85
$0.00
$39.80
09/01/2015
$32.39
$8.55
$14.33
$0.00
$55.27
FLOORCOVERER
FLOORCOVERERS LOCAL 2168 ZONE III
Apprentice - FLOORCOVERER - Local 2168 Zone III
Pension
Supplemental
Unemployment
Total Rate
$8.55
$1.20
$0.00
$25.95
$17.81
$8.55
$1.20
$0.00
$27.56
60
$19.43
$8.55
$10.73
$0.00
$38.71
65
$21.05
$8.55
$10.73
$0.00
$40.33
70
$22.67
$8.55
$11.93
$0.00
$43.15
75
$24.29
$8.55
$11.93
$0.00
$44.77
80
$25.91
$8.55
$13.13
$0.00
$47.59
85
$27.53
$8.55
$13.13
$0.00
$49.21
Step
percent
1
50
$16.20
2
55
3
4
5
6
7
8
Notes:
Steps are 750 hrs.
FORK LIFT
12/01/2015
$32.66
$10.18
$11.74
$0.00
$54.58
12/01/2015
$29.21
$10.18
$11.74
$0.00
$51.13
06/01/2015
$35.08
$10.25
$8.00
$0.00
$53.33
06/01/2016
$35.58
$10.70
$8.25
$0.00
$54.53
GENERATORS/LIGHTING PLANTS
GLAZIER (GLASS PLANK/AIR BARRIER/INTERIOR
SYSTEMS)
GLAZIERS LOCAL 1333
Issue Date:
01/13/2016
20160113-028
Page 9 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - GLAZIER - Local 1333
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$10.25
$1.00
$0.00
$28.79
$19.73
$10.25
$1.00
$0.00
$30.98
63
$21.93
$10.25
$1.50
$0.00
$33.68
4
69
$24.12
$10.25
$1.50
$0.00
$35.87
5
75
$26.31
$10.25
$2.00
$0.00
$38.56
6
81
$28.50
$10.25
$2.00
$0.00
$40.75
7
88
$30.70
$10.25
$8.00
$0.00
$48.95
8
94
$32.89
$10.25
$8.00
$0.00
$51.14
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$17.54
2
56
3
Effective Date -
06/01/2016
Step
percent
1
50
$17.79
$10.70
$1.00
$0.00
$29.49
2
56
$20.01
$10.70
$1.00
$0.00
$31.71
3
63
$22.24
$10.70
$1.50
$0.00
$34.44
4
69
$24.46
$10.70
$1.50
$0.00
$36.66
5
75
$26.69
$10.70
$2.00
$0.00
$39.39
6
81
$28.91
$10.70
$2.00
$0.00
$41.61
7
88
$31.13
$10.70
$8.00
$0.00
$49.83
8
94
$33.36
$10.70
$8.00
$0.00
$52.06
Notes:
GRADER/TRENCHING MACHINE/DERRICK
12/01/2015
$32.97
$10.18
$11.74
$0.00
$54.89
01/01/2016
$31.57
$10.54
$14.86
$1.70
$58.67
$1.70
$59.42
HVAC (DUCTWORK)
SHEETMETAL WORKERS LOCAL 63
07/01/2016
$32.28
$10.54
$14.90
01/01/2017
$33.03
$10.54
$14.90
$1.70
$60.17
01/03/2016
$38.41
$9.35
$10.10
$0.00
$57.86
07/03/2016
$39.31
$9.35
$10.10
$0.00
$58.76
01/01/2017
$40.21
$9.35
$10.10
$0.00
$59.66
01/01/2016
$31.57
$10.54
$14.86
$1.70
$58.67
07/01/2016
$32.28
$10.54
$14.90
$1.70
$59.42
01/01/2017
$33.03
$10.54
$14.90
$1.70
$60.17
09/17/2015
$37.56
$8.30
$14.90
$0.00
$60.76
03/17/2016
$38.56
$8.30
$14.90
$0.00
$61.76
For apprentice rates see "Apprentice- SHEET METAL WORKER"
HVAC (ELECTRICAL CONTROLS)
For apprentice rates see "Apprentice- ELECTRICIAN"
HVAC (TESTING AND BALANCING - AIR)
For apprentice rates see "Apprentice- SHEET METAL WORKER"
HVAC (TESTING AND BALANCING -WATER)
PLUMBERS & PIPEFITTERS LOCAL 104
For apprentice rates see "Apprentice- PIPEFITTER" or "PLUMBER/PIPEFITTER"
Issue Date:
01/13/2016
20160113-028
Page 10 of 32
Classification
HVAC MECHANIC
Health
Pension
Supplemental
Unemployment
Total Rate
Effective Date
Base Wage
09/17/2015
$37.56
$8.30
$14.90
$0.00
$60.76
03/17/2016
$38.56
$8.30
$14.90
$0.00
$61.76
12/01/2015
$26.67
$7.45
$11.85
$0.00
$45.97
06/01/2016
$27.17
$7.45
$11.85
$0.00
$46.47
12/01/2016
$27.92
$7.45
$11.85
$0.00
$47.22
09/01/2015
$35.05
$11.50
$13.80
$0.00
$60.35
09/01/2016
$36.65
$11.50
$13.80
$0.00
$61.95
$11.50
$13.80
$0.00
$63.55
$0.00
$65.35
$0.00
$67.35
HYDRAULIC DRILLS (HEAVY & HIGHWAY)
INSULATOR (PIPES & TANKS)
HEAT & FROST INSULATORS LOCAL 6 (SPRINGFIELD)
09/01/2017
$38.25
09/01/2018
$40.05
$11.50
$13.80
09/01/2019
$42.05
$11.50
$13.80
Apprentice - ASBESTOS INSULATOR (Pipes & Tanks) - Local 6 Springfield
Pension
Supplemental
Unemployment
Total Rate
$11.50
$10.05
$0.00
$39.08
$21.03
$11.50
$10.80
$0.00
$43.33
70
$24.54
$11.50
$11.55
$0.00
$47.59
80
$28.04
$11.50
$12.30
$0.00
$51.84
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$17.53
2
60
3
4
Effective Date -
09/01/2016
Step
percent
1
50
$18.33
$11.50
$10.05
$0.00
$39.88
2
60
$21.99
$11.50
$10.80
$0.00
$44.29
3
70
$25.66
$11.50
$11.55
$0.00
$48.71
4
80
$29.32
$11.50
$12.30
$0.00
$53.12
Notes:
Steps are 1 year
IRONWORKER/WELDER
IRONWORKERS LOCAL 7 (SPRINGFIELD AREA)
Issue Date:
01/13/2016
09/16/2015
$30.44
$7.80
$19.60
$0.00
$57.84
03/16/2016
$31.09
$7.80
$19.60
$0.00
$58.49
09/16/2016
$31.74
$7.80
$19.60
$0.00
$59.14
03/16/2017
$32.39
$7.80
$19.60
$0.00
$59.79
20160113-028
Page 11 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - IRONWORKER - Local 7 Springfield
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$7.80
$19.60
$0.00
$45.66
$21.31
$7.80
$19.60
$0.00
$48.71
75
$22.83
$7.80
$19.60
$0.00
$50.23
4
80
$24.35
$7.80
$19.60
$0.00
$51.75
5
85
$25.87
$7.80
$19.60
$0.00
$53.27
6
90
$27.40
$7.80
$19.60
$0.00
$54.80
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
60
$18.26
2
70
3
Effective Date -
03/16/2016
Step
percent
1
60
$18.65
$7.80
$19.60
$0.00
$46.05
2
70
$21.76
$7.80
$19.60
$0.00
$49.16
3
75
$23.32
$7.80
$19.60
$0.00
$50.72
4
80
$24.87
$7.80
$19.60
$0.00
$52.27
5
85
$26.43
$7.80
$19.60
$0.00
$53.83
6
90
$27.98
$7.80
$19.60
$0.00
$55.38
Notes:
Structural 1:6; Ornamental 1:4
Apprentice to Journeyworker Ratio:
JACKHAMMER & PAVING BREAKER OPERATOR
12/01/2015
06/01/2016
$25.00
$25.75
$7.45
$10.50
$0.00
$42.95
$7.45
$10.50
$0.00
$43.70
$0.00
$44.45
12/01/2016
$26.50
$7.45
$10.50
12/01/2015
$24.75
$7.45
$10.50
$0.00
$42.70
06/01/2016
$25.50
$7.45
$10.50
$0.00
$43.45
12/01/2016
$26.25
$7.45
$10.50
$0.00
$44.20
LABORER
Issue Date:
01/13/2016
20160113-028
Page 12 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - LABORER - Zone 4 Building and Site
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$7.45
$10.50
$0.00
$32.80
$17.33
$7.45
$10.50
$0.00
$35.28
80
$19.80
$7.45
$10.50
$0.00
$37.75
90
$22.28
$7.45
$10.50
$0.00
$40.23
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
60
$14.85
2
70
3
4
Effective Date -
06/01/2016
Step
percent
1
60
$15.30
$7.45
$10.50
$0.00
$33.25
2
70
$17.85
$7.45
$10.50
$0.00
$35.80
3
80
$20.40
$7.45
$10.50
$0.00
$38.35
4
90
$22.95
$7.45
$10.50
$0.00
$40.90
Notes:
LABORER (HEAVY & HIGHWAY)
12/01/2015
$25.92
$7.45
$11.85
$0.00
$45.22
06/01/2016
$26.42
$7.45
$11.85
$0.00
$45.72
$7.45
$11.85
$0.00
$46.47
12/01/2016
$27.17
Apprentice - LABORER (Heavy and Highway) - Zone 4
Pension
Supplemental
Unemployment
Total Rate
$7.45
$11.85
$0.00
$34.85
$18.14
$7.45
$11.85
$0.00
$37.44
80
$20.74
$7.45
$11.85
$0.00
$40.04
90
$23.33
$7.45
$11.85
$0.00
$42.63
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
60
$15.55
2
70
3
4
Effective Date -
06/01/2016
Step
percent
1
60
$15.85
$7.45
$11.85
$0.00
$35.15
2
70
$18.49
$7.45
$11.85
$0.00
$37.79
3
80
$21.14
$7.45
$11.85
$0.00
$40.44
4
90
$23.78
$7.45
$11.85
$0.00
$43.08
Notes:
LABORER: CARPENTER TENDER
12/01/2015
06/01/2016
12/01/2016
Issue Date:
01/13/2016
$24.75
$25.50
$26.25
20160113-028
$7.45
$10.50
$0.00
$42.70
$7.45
$10.50
$0.00
$43.45
$7.45
$10.50
$0.00
$44.20
Page 13 of 32
Classification
Health
Pension
Total Rate
Base Wage
12/01/2015
$24.75
$7.45
$10.50
$0.00
$42.70
06/01/2016
$25.50
$7.45
$10.50
$0.00
$43.45
12/01/2016
$26.25
$7.45
$10.50
$0.00
$44.20
12/01/2015
$24.85
$7.45
$10.50
$0.00
$42.80
12/01/2015
$25.00
$7.45
$10.50
$0.00
$42.95
06/01/2016
$25.75
$7.45
$10.50
$0.00
$43.70
12/01/2016
$26.50
$7.45
$10.50
$0.00
$44.45
12/01/2015
$26.17
$7.45
$11.85
$0.00
$45.47
$7.45
$11.85
$0.00
$45.97
$0.00
$46.72
LABORER: CEMENT FINISHER TENDER
Supplemental
Unemployment
Effective Date
LABORER: HAZARDOUS WASTE/ASBESTOS REMOVER
LABORER: MASON TENDER
LABORER: MASON TENDER (HEAVY & HIGHWAY)
06/01/2016
$26.67
12/01/2016
$27.42
$7.45
$11.85
12/01/2015
$24.75
$7.45
$10.50
$0.00
$42.70
06/01/2016
$25.50
$7.45
$10.50
$0.00
$43.45
12/01/2016
$26.25
$7.45
$10.50
$0.00
$44.20
12/01/2015
$24.75
$7.45
$10.50
$0.00
$42.70
06/01/2016
$25.50
$7.45
$10.50
$0.00
$43.45
12/01/2016
$26.25
$7.45
$10.50
$0.00
$44.20
LABORER: MULTI-TRADE TENDER
LABORER: TREE REMOVER
This classification applies to all tree work associated with the removal of standing trees, and trimming and removal of branches and limbs when the work is not done for
a utility company for the purpose of operation, maintenance or repair of utility company equipment. For apprentice rates see "Apprentice- LABORER"
LASER BEAM OPERATOR
12/01/2015
$25.00
$7.45
$10.50
$0.00
$42.95
06/01/2016
$25.75
$7.45
$10.50
$0.00
$43.70
$0.00
$44.45
12/01/2016
$26.50
$7.45
$10.50
12/01/2015
$26.17
$7.45
$11.85
$0.00
$45.47
06/01/2016
$26.67
$7.45
$11.85
$0.00
$45.97
12/01/2016
$27.42
$7.45
$11.85
$0.00
$46.72
08/31/2015
$31.76
$10.18
$16.41
$0.00
$58.35
02/29/2016
$32.33
$10.18
$16.41
$0.00
$58.92
09/05/2016
$33.24
$10.18
$16.48
$0.00
$59.90
02/27/2017
$33.81
$10.18
$16.48
$0.00
$60.47
LASER BEAM OPERATOR (HEAVY & HIGHWAY)
MARBLE & TILE FINISHERS
BRICKLAYERS LOCAL 3 (SPR/PITT) - MARBLE & TILE
Issue Date:
01/13/2016
20160113-028
Page 14 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - MARBLE-TILE-TERRAZZO FINISHER-Local 3 Marble/Tile (Spr/Pitt)
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$10.18
$16.41
$0.00
$42.47
$19.06
$10.18
$16.41
$0.00
$45.65
70
$22.23
$10.18
$16.41
$0.00
$48.82
4
80
$25.41
$10.18
$16.41
$0.00
$52.00
5
90
$28.58
$10.18
$16.41
$0.00
$55.17
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$15.88
2
60
3
Effective Date -
02/29/2016
Step
percent
1
50
$16.17
$10.18
$16.41
$0.00
$42.76
2
60
$19.40
$10.18
$16.41
$0.00
$45.99
3
70
$22.63
$10.18
$16.41
$0.00
$49.22
4
80
$25.86
$10.18
$16.41
$0.00
$52.45
5
90
$29.10
$10.18
$16.41
$0.00
$55.69
Notes:
MARBLE MASONS,TILELAYERS & TERRAZZO MECH
Issue Date:
01/13/2016
08/31/2015
02/29/2016
$38.36
$38.93
$10.18
$16.73
$0.00
$65.27
$10.18
$16.73
$0.00
$65.84
$0.00
$66.82
$0.00
$67.39
09/05/2016
$39.83
$10.18
$16.81
02/27/2017
$40.40
$10.18
$16.81
20160113-028
Page 15 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - MARBLE-TILE-TERRAZZO MECH - Local 3 Marble/Tile (Spr/Pitt)
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$10.18
$16.73
$0.00
$46.09
$23.02
$10.18
$16.73
$0.00
$49.93
70
$26.85
$10.18
$16.73
$0.00
$53.76
4
80
$30.69
$10.18
$16.73
$0.00
$57.60
5
90
$34.52
$10.18
$16.73
$0.00
$61.43
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$19.18
2
60
3
Effective Date -
02/29/2016
Step
percent
1
50
$19.47
$10.18
$16.73
$0.00
$46.38
2
60
$23.36
$10.18
$16.73
$0.00
$50.27
3
70
$27.25
$10.18
$16.73
$0.00
$54.16
4
80
$31.14
$10.18
$16.73
$0.00
$58.05
5
90
$35.04
$10.18
$16.73
$0.00
$61.95
Notes:
MECH. SWEEPER OPERATOR (ON CONST. SITES)
12/01/2015
$32.97
$10.18
$11.74
$0.00
$54.89
12/01/2015
$32.44
$10.18
$11.74
$0.00
$54.36
04/01/2015
$33.13
$9.80
$16.21
$0.00
$59.14
MECHANIC/WELDER/BOOM TRUCK
MILLWRIGHT (Zone 3)
MILLWRIGHTS LOCAL 1121 - Zone 3
Apprentice - MILLWRIGHT - Local 1121 Zone 3
Pension
Supplemental
Unemployment
Total Rate
$9.80
$4.48
$0.00
$32.50
$21.53
$9.80
$13.36
$0.00
$44.69
$24.85
$9.80
$14.18
$0.00
$48.83
$28.16
$9.80
$14.99
$0.00
$52.95
Step
percent
1
55
$18.22
2
65
3
75
4
85
Notes:
Steps are 2,000 hours
MORTAR MIXER
12/01/2015
$25.00
$7.45
$10.50
$0.00
$42.95
06/01/2016
$25.75
$7.45
$10.50
$0.00
$43.70
12/01/2016
$26.50
$7.45
$10.50
$0.00
$44.45
Issue Date:
01/13/2016
20160113-028
Page 16 of 32
Classification
OILER
Health
Pension
Supplemental
Unemployment
Total Rate
Effective Date
Base Wage
12/01/2015
$28.13
$10.18
$11.74
$0.00
$50.05
12/01/2015
$26.15
$10.18
$11.74
$0.00
$48.07
01/01/2016
$49.51
$7.85
$16.10
$0.00
$73.46
07/01/2016
$50.46
$7.85
$16.10
$0.00
$74.41
01/01/2017
$51.41
$7.85
$16.10
$0.00
$75.36
OTHER POWER DRIVEN EQUIPMENT - CLASS VI
PAINTER (BRIDGES/TANKS)
Apprentice -
PAINTER Local 35 - BRIDGES/TANKS
Effective Date -
01/01/2016
Pension
Supplemental
Unemployment
Total Rate
$7.85
$0.00
$0.00
$32.61
$27.23
$7.85
$3.66
$0.00
$38.74
60
$29.71
$7.85
$3.99
$0.00
$41.55
65
$32.18
$7.85
$4.32
$0.00
$44.35
70
$34.66
$7.85
$14.11
$0.00
$56.62
75
$37.13
$7.85
$14.44
$0.00
$59.42
80
$39.61
$7.85
$14.77
$0.00
$62.23
90
$44.56
$7.85
$15.44
$0.00
$67.85
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$24.76
2
55
3
4
5
6
7
8
Effective Date -
07/01/2016
Step
percent
1
50
$25.23
$7.85
$0.00
$0.00
$33.08
2
55
$27.75
$7.85
$3.66
$0.00
$39.26
3
60
$30.28
$7.85
$3.99
$0.00
$42.12
4
65
$32.80
$7.85
$4.32
$0.00
$44.97
5
70
$35.32
$7.85
$14.11
$0.00
$57.28
6
75
$37.85
$7.85
$14.44
$0.00
$60.14
7
80
$40.37
$7.85
$14.77
$0.00
$62.99
8
90
$45.41
$7.85
$15.44
$0.00
$68.70
Notes:
Steps are 750 hrs.
PAINTER (SPRAY OR SANDBLAST, NEW) *
* If 30% or more of surfaces to be painted are new construction,
NEW paint rate shall be used.PAINTERS LOCAL 35 - ZONE 3
Issue Date:
01/13/2016
01/01/2016
$32.93
$7.85
$12.30
$0.00
$53.08
07/01/2016
$33.78
$7.85
$12.30
$0.00
$53.93
01/01/2017
$34.68
$7.85
$12.30
$0.00
$54.83
20160113-028
Page 17 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - PAINTER Local 35 Zone 3 - Spray/Sandblast - New
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$7.85
$0.00
$0.00
$24.32
$18.11
$7.85
$1.57
$0.00
$27.53
60
$19.76
$7.85
$1.71
$0.00
$29.32
4
65
$21.40
$7.85
$1.85
$0.00
$31.10
5
70
$23.05
$7.85
$11.45
$0.00
$42.35
6
75
$24.70
$7.85
$11.59
$0.00
$44.14
7
80
$26.34
$7.85
$11.73
$0.00
$45.92
8
90
$29.64
$7.85
$12.02
$0.00
$49.51
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$16.47
2
55
3
Effective Date -
07/01/2016
Step
percent
1
50
$16.89
$7.85
$0.00
$0.00
$24.74
2
55
$18.58
$7.85
$1.57
$0.00
$28.00
3
60
$20.27
$7.85
$1.71
$0.00
$29.83
4
65
$21.96
$7.85
$1.85
$0.00
$31.66
5
70
$23.65
$7.85
$11.45
$0.00
$42.95
6
75
$25.34
$7.85
$11.59
$0.00
$44.78
7
80
$27.02
$7.85
$11.73
$0.00
$46.60
8
90
$30.40
$7.85
$12.02
$0.00
$50.27
Notes:
Steps are 750 hrs.
PAINTER (SPRAY OR SANDBLAST, REPAINT)
Issue Date:
01/13/2016
01/01/2016
$30.25
$7.85
$12.30
$0.00
$50.40
$0.00
$51.26
$0.00
$52.15
07/01/2016
$31.11
$7.85
$12.30
01/01/2017
$32.00
$7.85
$12.30
20160113-028
Page 18 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - PAINTER Local 35 Zone 3 - Spray/Sandblast - Repaint
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$7.85
$0.00
$0.00
$22.98
$16.64
$7.85
$1.57
$0.00
$26.06
60
$18.15
$7.85
$1.71
$0.00
$27.71
4
65
$19.66
$7.85
$1.85
$0.00
$29.36
5
70
$21.18
$7.85
$11.45
$0.00
$40.48
6
75
$22.69
$7.85
$11.59
$0.00
$42.13
7
80
$24.20
$7.85
$11.73
$0.00
$43.78
8
90
$27.23
$7.85
$12.02
$0.00
$47.10
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$15.13
2
55
3
Effective Date -
07/01/2016
Step
percent
1
50
$15.56
$7.85
$0.00
$0.00
$23.41
2
55
$17.11
$7.85
$1.57
$0.00
$26.53
3
60
$18.67
$7.85
$1.71
$0.00
$28.23
4
65
$20.22
$7.85
$1.85
$0.00
$29.92
5
70
$21.78
$7.85
$11.45
$0.00
$41.08
6
75
$23.33
$7.85
$11.59
$0.00
$42.77
7
80
$24.89
$7.85
$11.73
$0.00
$44.47
8
90
$28.00
$7.85
$12.02
$0.00
$47.87
Notes:
Steps are 750 hrs.
PAINTER / TAPER (BRUSH, NEW) *
* If 30% or more of surfaces to be painted are new construction,
NEW paint rate shall be used.PAINTERS LOCAL 35 - ZONE 3
Issue Date:
01/13/2016
01/01/2016
$31.53
$7.85
$12.30
$0.00
$51.68
$0.00
$52.53
$0.00
$53.43
07/01/2016
$32.38
$7.85
$12.30
01/01/2017
$33.28
$7.85
$12.30
20160113-028
Page 19 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - PAINTER - Local 35 Zone 3 - BRUSH NEW
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$7.85
$0.00
$0.00
$23.62
$17.34
$7.85
$1.57
$0.00
$26.76
60
$18.92
$7.85
$1.71
$0.00
$28.48
4
65
$20.49
$7.85
$1.85
$0.00
$30.19
5
70
$22.07
$7.85
$11.45
$0.00
$41.37
6
75
$23.65
$7.85
$11.59
$0.00
$43.09
7
80
$25.22
$7.85
$11.73
$0.00
$44.80
8
90
$28.38
$7.85
$12.02
$0.00
$48.25
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$15.77
2
55
3
Effective Date -
07/01/2016
Step
percent
1
50
$16.19
$7.85
$0.00
$0.00
$24.04
2
55
$17.81
$7.85
$1.57
$0.00
$27.23
3
60
$19.43
$7.85
$1.71
$0.00
$28.99
4
65
$21.05
$7.85
$1.85
$0.00
$30.75
5
70
$22.67
$7.85
$11.45
$0.00
$41.97
6
75
$24.29
$7.85
$11.59
$0.00
$43.73
7
80
$25.90
$7.85
$11.73
$0.00
$45.48
8
90
$29.14
$7.85
$12.02
$0.00
$49.01
Notes:
Steps are 750 hrs.
PAINTER / TAPER (BRUSH, REPAINT)
01/01/2016
Issue Date:
01/13/2016
$28.85
$7.85
$12.30
$0.00
$49.00
$0.00
$49.85
$0.00
$50.75
07/01/2016
$29.70
$7.85
$12.30
01/01/2017
$30.60
$7.85
$12.30
20160113-028
Page 20 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - PAINTER Local 35 Zone 3 - BRUSH REPAINT
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$7.85
$0.00
$0.00
$22.28
$15.87
$7.85
$1.57
$0.00
$25.29
60
$17.31
$7.85
$1.71
$0.00
$26.87
4
65
$18.75
$7.85
$1.85
$0.00
$28.45
5
70
$20.20
$7.85
$11.45
$0.00
$39.50
6
75
$21.64
$7.85
$11.59
$0.00
$41.08
7
80
$23.08
$7.85
$11.73
$0.00
$42.66
8
90
$25.97
$7.85
$12.02
$0.00
$45.84
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$14.43
2
55
3
Effective Date -
07/01/2016
Step
percent
1
50
$14.85
$7.85
$0.00
$0.00
$22.70
2
55
$16.34
$7.85
$1.57
$0.00
$25.76
3
60
$17.82
$7.85
$1.71
$0.00
$27.38
4
65
$19.31
$7.85
$1.85
$0.00
$29.01
5
70
$20.79
$7.85
$11.45
$0.00
$40.09
6
75
$22.28
$7.85
$11.59
$0.00
$41.72
7
80
$23.76
$7.85
$11.73
$0.00
$43.34
8
90
$26.73
$7.85
$12.02
$0.00
$46.60
Notes:
Steps are 750 hrs.
PAINTER TRAFFIC MARKINGS (HEAVY/HIGHWAY)
12/01/2015
$25.92
$7.45
$11.85
$0.00
$45.22
$0.00
$45.72
06/01/2016
$26.42
$7.45
$11.85
12/01/2016
$27.17
$7.45
$11.85
$0.00
$46.47
12/01/2012
$30.28
$9.07
$8.00
$0.00
$47.35
08/31/2015
$39.00
$9.80
$18.17
$0.00
$66.97
08/31/2015
$39.00
$9.80
$18.17
$0.00
$66.97
PANEL & PICKUP TRUCKS DRIVER
PIER AND DOCK CONSTRUCTOR (UNDERPINNING AND
DECK)
PILE DRIVER
Issue Date:
01/13/2016
20160113-028
Page 21 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - PILE DRIVER - Local 56 Zone 3
Step
percent
1
0
$0.00
$0.00
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$0.00
$0.00
$0.00
Notes: Apprentice wages shall be no less than the following Steps;
(Same as set in Zone 1)
1$50.05/2$54.25/3$58.46/4$60.56/5$62.66/6$62.66/7$66.87/8$66.87
PIPELAYER
12/01/2015
$25.00
$7.45
$10.50
$0.00
$42.95
06/01/2016
$25.75
$7.45
$10.50
$0.00
$43.70
$0.00
$44.45
12/01/2016
$26.50
$7.45
$10.50
12/01/2015
$26.17
$7.45
$11.85
$0.00
$45.47
06/01/2016
$26.67
$7.45
$11.85
$0.00
$45.97
12/01/2016
$27.42
$7.45
$11.85
$0.00
$46.72
09/17/2015
$37.56
$8.30
$14.90
$0.00
$60.76
03/17/2016
$38.56
$8.30
$14.90
$0.00
$61.76
PIPELAYER (HEAVY & HIGHWAY)
PLUMBER & PIPEFITTER
Apprentice - PLUMBER/PIPEFITTER - Local 104
Pension
Supplemental
Unemployment
Total Rate
$8.30
$8.90
$0.00
$34.10
$18.78
$8.30
$8.90
$0.00
$35.98
60
$22.54
$8.30
$8.90
$0.00
$39.74
70
$26.29
$8.30
$8.90
$0.00
$43.49
80
$30.05
$8.30
$14.90
$0.00
$53.25
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
45
$16.90
2
50
3
4
5
Effective Date -
03/17/2016
Step
percent
1
45
$17.35
$8.30
$8.90
$0.00
$34.55
2
50
$19.28
$8.30
$8.90
$0.00
$36.48
3
60
$23.14
$8.30
$8.90
$0.00
$40.34
4
70
$26.99
$8.30
$8.90
$0.00
$44.19
5
80
$30.85
$8.30
$14.90
$0.00
$54.05
Notes:
Steps are 2000 hrs.
PNEUMATIC CONTROLS (TEMP.)
09/17/2015
$37.56
$8.30
$14.90
$0.00
$60.76
03/17/2016
$38.56
$8.30
$14.90
$0.00
$61.76
Issue Date:
01/13/2016
20160113-028
Page 22 of 32
Classification
PNEUMATIC DRILL/TOOL OPERATOR (HEAVY &
HIGHWAY)
Health
Pension
Supplemental
Unemployment
Total Rate
Effective Date
Base Wage
12/01/2015
$26.17
$7.45
$11.85
$0.00
$45.47
06/01/2016
$26.67
$7.45
$11.85
$0.00
$45.97
12/01/2016
$27.42
$7.45
$11.85
$0.00
$46.72
12/01/2015
$25.75
$7.45
$10.50
$0.00
$43.70
06/01/2016
$26.50
$7.45
$10.50
$0.00
$44.45
12/01/2016
$27.25
$7.45
$10.50
$0.00
$45.20
12/01/2015
$26.92
$7.45
$11.85
$0.00
$46.22
$7.45
$11.85
$0.00
$46.72
$0.00
$47.47
POWDERMAN & BLASTER
POWDERMAN & BLASTER (HEAVY & HIGHWAY)
06/01/2016
$27.42
12/01/2016
$28.17
$7.45
$11.85
12/01/2015
$32.97
$10.18
$11.74
$0.00
$54.89
12/01/2015
$32.44
$10.18
$11.74
$0.00
$54.36
05/01/2015
$20.78
$9.92
$9.09
$0.00
$39.79
$10.23
$9.40
$0.00
$40.64
$0.00
$38.61
$0.00
$39.36
PUMP OPERATOR (CONCRETE)
PUMP OPERATOR (DEWATERING, OTHER)
READY-MIX CONCRETE DRIVER
TEAMSTERS LOCAL 404
05/01/2016
RESIDENTIAL WOOD FRAME CARPENTER **
** 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. CARPENTERS
$21.01
08/31/2015
$26.06
$7.20
$5.35
02/29/2016
$26.81
$7.20
$5.35
LOCAL 108 - HAMPDEN HAMPSHIRE
As of 9/1/09 Carpentry work on wood-frame residential WEATHERIZATION projects shall be paid the RESIDENTIAL WOOD FRAME CARPENTER rate.
Issue Date:
01/13/2016
20160113-028
Page 23 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - CARPENTER (Residential Wood Frame) - 108 Hampden Hampshire
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$7.20
$0.00
$0.00
$22.84
$15.64
$7.20
$5.35
$0.00
$28.19
65
$16.94
$7.20
$5.35
$0.00
$29.49
4
70
$18.24
$7.20
$5.35
$0.00
$30.79
5
75
$19.55
$7.20
$5.35
$0.00
$32.10
6
80
$20.85
$7.20
$5.35
$0.00
$33.40
7
85
$22.15
$7.20
$5.35
$0.00
$34.70
8
90
$23.45
$7.20
$5.35
$0.00
$36.00
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
60
$15.64
2
60
3
Effective Date -
02/29/2016
Step
percent
1
60
$16.09
$7.20
$0.00
$0.00
$23.29
2
60
$16.09
$7.20
$5.35
$0.00
$28.64
3
65
$17.43
$7.20
$5.35
$0.00
$29.98
4
70
$18.77
$7.20
$5.35
$0.00
$31.32
5
75
$20.11
$7.20
$5.35
$0.00
$32.66
6
80
$21.45
$7.20
$5.35
$0.00
$34.00
7
85
$22.79
$7.20
$5.35
$0.00
$35.34
8
90
$24.13
$7.20
$5.35
$0.00
$36.68
Notes:
** 1: 1-5, 2: 6-8, 3: 9-11
Apprentice to Journeyworker Ratio:**
RIDE-ON MOTORIZED BUGGY OPERATOR
12/01/2015
$25.00
$7.45
$10.50
$0.00
$42.95
$0.00
$43.70
06/01/2016
$25.75
$7.45
$10.50
12/01/2016
$26.50
$7.45
$10.50
$0.00
$44.45
12/01/2015
$31.83
$10.18
$11.74
$0.00
$53.75
07/16/2015
$29.75
$9.00
$13.25
$0.00
$52.00
07/16/2015
$29.25
$9.00
$12.75
$0.00
$51.00
ROLLER OPERATOR
ROOFER (Coal tar pitch)
ROOFERS LOCAL 248
For apprentice rates see "Apprentice- ROOFER"
ROOFER (Inc.Roofer Waterproofng &Roofer Damproofg)
ROOFERS LOCAL 248
Issue Date:
01/13/2016
20160113-028
Page 24 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - ROOFER - Local 248
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$9.00
$0.00
$0.00
$26.55
$19.01
$9.00
$12.75
$0.00
$40.76
70
$20.48
$9.00
$12.75
$0.00
$42.23
4
75
$21.94
$9.00
$12.75
$0.00
$43.69
5
80
$23.40
$9.00
$12.75
$0.00
$45.15
6
85
$24.86
$9.00
$12.75
$0.00
$46.61
7
90
$26.33
$9.00
$12.75
$0.00
$48.08
8
95
$27.79
$9.00
$12.75
$0.00
$49.54
Step
percent
1
60
$17.55
2
65
3
Notes:
Steps are 750 hrs.Roofer(Tear Off)1:1; Same as above
ROOFER SLATE / TILE / PRECAST CONCRETE
ROOFERS LOCAL 248
07/16/2015
$29.75
$9.00
$13.25
$0.00
$52.00
12/01/2015
$32.44
$10.18
$11.74
$0.00
$54.36
12/01/2015
$31.83
$10.18
$11.74
$0.00
$53.75
12/01/2015
$29.21
$10.18
$11.74
$0.00
$51.13
01/01/2016
$31.57
$10.54
$14.86
$1.70
$58.67
07/01/2016
$32.28
$10.54
$14.90
$1.70
$59.42
01/01/2017
$33.03
$10.54
$14.90
$1.70
$60.17
For apprentice rates see "Apprentice- ROOFER"
SCRAPER
SELF-POWERED ROLLERS AND COMPACTORS
(TAMPERS)
SELF-PROPELLED POWER BROOM
SHEETMETAL WORKER
Issue Date:
01/13/2016
20160113-028
Page 25 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - SHEET METAL WORKER - Local 63
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$6.21
$4.08
$0.00
$24.50
$15.79
$6.55
$4.53
$0.00
$26.87
55
$17.36
$6.89
$8.15
$0.97
$33.37
4
60
$18.94
$7.22
$8.15
$1.03
$35.34
5
65
$20.52
$7.55
$8.15
$1.09
$37.31
6
70
$22.10
$7.88
$8.15
$1.14
$39.27
7
75
$23.68
$8.22
$8.15
$1.20
$41.25
8
80
$25.26
$9.30
$13.95
$1.46
$49.97
9
85
$26.83
$9.64
$13.95
$1.51
$51.93
10
90
$28.41
$9.98
$13.95
$1.57
$53.91
Step
percent
1
45
$14.21
2
50
3
Notes:
SIGN ERECTOR
06/01/2013
$25.81
$7.07
Apprentice - SIGN ERECTOR - Local 35 Zone 3
$7.05
$0.00
$39.93
Pension
Supplemental
Unemployment
Total Rate
$7.07
$0.00
$0.00
$19.98
$14.20
$7.07
$2.45
$0.00
$23.72
60
$15.49
$7.07
$2.45
$0.00
$25.01
4
65
$16.78
$7.07
$2.45
$0.00
$26.30
5
70
$18.07
$7.07
$7.05
$0.00
$32.19
6
75
$19.36
$7.07
$7.05
$0.00
$33.48
7
80
$20.65
$7.07
$7.05
$0.00
$34.77
8
85
$21.94
$7.07
$7.05
$0.00
$36.06
9
90
$23.23
$7.07
$7.05
$0.00
$37.35
Step
percent
1
50
$12.91
2
55
3
Notes:
Steps are 4 mos.
SPECIALIZED EARTH MOVING EQUIP < 35 TONS
Issue Date:
01/13/2016
12/01/2015
$31.94
$10.41
$10.08
$0.00
$52.43
$0.00
$52.93
06/01/2016
$32.44
$10.41
$10.08
08/01/2016
$32.44
$10.91
$10.08
$0.00
$53.43
12/01/2016
$32.44
$10.91
$10.89
$0.00
$54.24
20160113-028
Page 26 of 32
Classification
SPECIALIZED EARTH MOVING EQUIP > 35 TONS
SPRINKLER FITTER
SPRINKLER FITTERS LOCAL 669
Health
Pension
Supplemental
Unemployment
Total Rate
Effective Date
Base Wage
12/01/2015
$32.23
$10.41
$10.08
$0.00
$52.72
06/01/2016
$32.73
$10.41
$10.08
$0.00
$53.22
08/01/2016
$32.73
$10.91
$10.08
$0.00
$53.72
12/01/2016
$32.73
$10.91
$10.89
$0.00
$54.53
01/01/2016
$38.01
$8.52
$12.13
$0.00
$58.66
Apprentice - SPRINKLER FITTER - Local 669
Pension
Supplemental
Unemployment
Total Rate
$7.45
$0.00
$0.00
$24.55
$19.01
$7.45
$0.00
$0.00
$26.46
$20.91
$8.52
$6.30
$0.00
$35.73
$22.81
$8.52
$6.30
$0.00
$37.63
$24.71
$8.52
$6.55
$0.00
$39.78
$26.61
$8.52
$6.55
$0.00
$41.68
$28.51
$8.52
$6.55
$0.00
$43.58
80
$30.41
$8.52
$6.55
$0.00
$45.48
9
85
$32.31
$8.52
$6.55
$0.00
$47.38
10
90
$34.21
$8.52
$6.55
$0.00
$49.28
Step
percent
1
45
$17.10
2
50
3
55
4
60
5
65
6
70
7
75
8
Notes:
TELECOMMUNICATION TECHNICIAN
01/03/2016
07/03/2016
01/01/2017
Issue Date:
01/13/2016
$38.41
$39.31
$40.21
20160113-028
$9.35
$10.10
$0.00
$57.86
$9.35
$10.10
$0.00
$58.76
$9.35
$10.10
$0.00
$59.66
Page 27 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - TELECOMMUNICATION TECHNICIAN - Local 7
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$5.00
$0.46
$0.00
$20.82
$17.28
$5.00
$0.52
$0.00
$22.80
50
$19.21
$9.35
$5.83
$0.00
$34.39
4
55
$21.13
$9.35
$5.88
$0.00
$36.36
5
65
$24.97
$9.35
$7.00
$0.00
$41.32
6
70
$26.89
$9.35
$8.06
$0.00
$44.30
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
40
$15.36
2
45
3
Effective Date -
07/03/2016
Step
percent
1
40
$15.72
$5.00
$0.47
$0.00
$21.19
2
45
$17.69
$5.00
$0.53
$0.00
$23.22
3
50
$19.66
$9.35
$5.84
$0.00
$34.85
4
55
$21.62
$9.35
$5.90
$0.00
$36.87
5
65
$25.55
$9.35
$7.02
$0.00
$41.92
6
70
$27.52
$9.35
$8.08
$0.00
$44.95
Notes:
Steps are 800 hours
TERRAZZO FINISHERS
08/31/2015
Issue Date:
01/13/2016
02/29/2016
$31.76
$32.33
$10.18
$16.41
$0.00
$58.35
$10.18
$16.41
$0.00
$58.92
$0.00
$59.90
$0.00
$60.47
09/05/2016
$33.24
$10.18
$16.48
02/27/2017
$33.81
$10.18
$16.48
20160113-028
Page 28 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - MARBLE-TILE-TERRAZZO FINISHER-Local 3 Marble/Tile (Spr/Pitt)
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$10.18
$16.41
$0.00
$42.47
$19.06
$10.18
$16.41
$0.00
$45.65
70
$22.23
$10.18
$16.41
$0.00
$48.82
4
80
$25.41
$10.18
$16.41
$0.00
$52.00
5
90
$28.58
$10.18
$16.41
$0.00
$55.17
Pension
Supplemental
Unemployment
Total Rate
Step
percent
1
50
$15.88
2
60
3
Effective Date -
02/29/2016
Step
percent
1
50
$16.17
$10.18
$16.41
$0.00
$42.76
2
60
$19.40
$10.18
$16.41
$0.00
$45.99
3
70
$22.63
$10.18
$16.41
$0.00
$49.22
4
80
$25.86
$10.18
$16.41
$0.00
$52.45
5
90
$29.10
$10.18
$16.41
$0.00
$55.69
Notes:
TEST BORING DRILLER
12/01/2015
06/01/2016
$36.70
$37.45
$7.45
$13.75
$0.00
$57.90
$7.45
$13.75
$0.00
$58.65
$0.00
$59.65
12/01/2016
$38.45
$7.45
$13.75
12/01/2015
$35.42
$7.45
$13.75
$0.00
$56.62
06/01/2016
$36.17
$7.45
$13.75
$0.00
$57.37
12/01/2016
$37.17
$7.45
$13.75
$0.00
$58.37
12/01/2015
$35.30
$7.45
$13.75
$0.00
$56.50
06/01/2016
$36.05
$7.45
$13.75
$0.00
$57.25
12/01/2016
$37.05
$7.45
$13.75
$0.00
$58.25
12/01/2015
$31.83
$10.18
$11.74
$0.00
$53.75
12/01/2015
$32.52
$10.41
$10.08
$0.00
$53.01
06/01/2016
$33.02
$10.41
$10.08
$0.00
$53.51
08/01/2016
$33.02
$10.91
$10.08
$0.00
$54.01
12/01/2016
$33.02
$10.91
$10.89
$0.00
$54.82
12/01/2015
$47.58
$7.45
$14.15
$0.00
$69.18
06/01/2016
$48.33
$7.45
$14.15
$0.00
$69.93
$7.45
$14.15
$0.00
$70.93
TEST BORING DRILLER HELPER
TEST BORING LABORER
TRACTORS
TRAILERS FOR EARTH MOVING EQUIPMENT
TUNNEL WORK - COMPRESSED AIR
LABORERS (COMPRESSED AIR)
12/01/2016
$49.33
Issue Date:
01/13/2016
20160113-028
Page 29 of 32
Classification
TUNNEL WORK - COMPRESSED AIR (HAZ. WASTE)
LABORERS (COMPRESSED AIR)
Health
Pension
Supplemental
Unemployment
Total Rate
Effective Date
Base Wage
12/01/2015
$49.58
$7.45
$14.15
$0.00
$71.18
06/01/2016
$50.33
$7.45
$14.15
$0.00
$71.93
12/01/2016
$51.33
$7.45
$14.15
$0.00
$72.93
12/01/2015
$39.65
$7.45
$14.15
$0.00
$61.25
06/01/2016
$40.40
$7.45
$14.15
$0.00
$62.00
$0.00
$63.00
TUNNEL WORK - FREE AIR
LABORERS (FREE AIR TUNNEL)
12/01/2016
$41.40
$7.45
$14.15
12/01/2015
$41.65
$7.45
$14.15
$0.00
$63.25
06/01/2016
$42.40
$7.45
$14.15
$0.00
$64.00
12/01/2016
$43.40
$7.45
$14.15
$0.00
$65.00
12/01/2015
$31.94
$10.41
$10.08
$0.00
$52.43
06/01/2016
$32.44
$10.41
$10.08
$0.00
$52.93
08/01/2016
$32.44
$10.91
$10.08
$0.00
$53.43
12/01/2016
$32.44
$10.91
$10.89
$0.00
$54.24
12/01/2015
$26.17
$7.45
$11.85
$0.00
$45.47
06/01/2016
$26.67
$7.45
$11.85
$0.00
$45.97
12/01/2016
$27.42
$7.45
$11.85
$0.00
$46.72
06/17/2015
$37.56
$8.30
$14.90
$0.00
$60.76
03/17/2016
$38.56
$8.30
$14.90
$0.00
$61.76
10/01/2005
$27.83
$3.40
$4.50
$0.00
$35.73
10/01/2005
$22.97
$3.40
$3.90
$0.00
$30.27
10/01/2005
$23.99
$3.40
$4.50
$0.00
$31.89
10/01/2005
$21.93
$3.40
$3.30
$0.00
$28.63
10/01/2005
$19.78
$3.40
$3.30
$0.00
$26.48
10/01/2005
$27.30
$3.40
$4.50
$0.00
$35.20
10/01/2005
$27.29
$3.40
$4.50
$0.00
$35.19
10/01/2005
$23.97
$3.40
$3.30
$0.00
$30.67
10/01/2005
$27.03
$3.40
$3.90
$0.00
$34.33
10/01/2005
$23.97
$3.40
$3.30
$0.00
$30.67
10/01/2005
$19.14
$3.40
$3.30
$0.00
$25.84
10/01/2005
$27.03
$3.40
$3.90
$0.00
$34.33
TUNNEL WORK - FREE AIR (HAZ. WASTE)
LABORERS (FREE AIR TUNNEL)
VAC-HAUL
WAGON DRILL OPERATOR (HEAVY & HIGHWAY)
WATER METER INSTALLER
For apprentice rates see "Apprentice- PLUMBER/PIPEFITTER" or "PLUMBER/GASFITTER"
Marine Drilling
BLASTER
MARINE DRILLING
BOAT CAPTAIN
MARINE DRILLING
BOAT MASTER
MARINE DRILLING
CORE DRILLER
MARINE DRILLING
CORE DRILLER HELPER
MARINE DRILLING
DRILLER
MARINE DRILLING
ENGINEER
MARINE DRILLING
HELPER
MARINE DRILLING
MACHINIST
MARINE DRILLING
OILER - MARINE DRILLING
MARINE DRILLING
TUG DECKHAND
MARINE DRILLING
WELDER
MARINE DRILLING
Op Eng Marine (Dredging Work)
Issue Date:
01/13/2016
20160113-028
Page 30 of 32
Classification
BOAT OPERATOR
OPERATING ENGINEERS - MARINE DIVISION
CERTIFIED WELDER
CHIEF WELDER/ CHIEF MATE
DERRICK / SPIDER / SPILLBARGE OPERATOR
DRAG BARGE OPERATOR / WELDER / MATE
ENGINEER / ELECTRICIAN
LICENSED BOAT OPERATOR
LICENSED TUG OPERATOR OVER 1000HP
MAINTENANCE ENGINEER
OILER - MARINE DIVISION
OPERATOR / LEVERMAN
RODMAN / SCOWMAN
SHOREMAN / DECKHAND
Supplemental
Unemployment
Total Rate
Health
Pension
$25.29
$5.20
$2.95
$0.00
$33.44
10/01/2011
$26.84
$5.20
$3.25
$0.00
$35.29
10/01/2011
$28.49
$5.20
$3.25
$0.00
$36.94
10/01/2011
$28.49
$5.20
$3.25
$0.00
$36.94
10/01/2011
$26.14
$5.20
$2.95
$0.00
$34.29
10/01/2011
$28.49
$5.20
$3.25
$0.00
$36.94
10/01/2011
$28.49
$5.20
$3.25
$0.00
$36.94
10/01/2011
$32.89
$5.20
$3.25
$0.00
$41.34
10/01/2011
$28.49
$5.20
$3.25
$0.00
$36.94
10/01/2011
$21.09
$5.20
$2.65
$0.00
$28.94
10/01/2011
$32.89
$5.20
$3.25
$0.00
$41.34
10/01/2011
$21.09
$5.20
$2.65
$0.00
$28.94
10/01/2011
$21.09
$5.20
$2.65
$0.00
$28.94
08/30/2015
$42.16
$8.20
$9.26
$0.00
$59.62
08/30/2015
$28.87
$8.20
$8.87
$0.00
$45.94
08/30/2015
$37.73
$8.20
$9.13
$0.00
$55.06
08/30/2015
$44.37
$8.20
$9.33
$0.00
$61.90
08/30/2015
$48.80
$8.20
$9.46
$0.00
$66.46
Effective Date
Base Wage
10/01/2011
Outside Electrical - West
EQUIPMENT OPERATOR
OUTSIDE ELECTRICAL WORKERS - WEST LOCAL 42
For apprentice rates see "Apprentice- LINEMAN"
GROUNDMAN
GROUNDMAN / TRUCK DRIVER
HEAVY EQUIPMENT OPERATOR
JOURNEYMAN LINEMAN
Issue Date:
01/13/2016
20160113-028
Page 31 of 32
Classification
Effective Date
Base Wage
Health
Apprentice - LINEMAN (Outside Electrical) - West Local 42
Pension
Supplemental
Unemployment
Total Rate
Pension
Supplemental
Unemployment
Total Rate
$8.20
$0.88
$0.00
$38.36
$31.72
$8.20
$0.95
$0.00
$40.87
70
$34.16
$8.20
$9.02
$0.00
$51.38
4
75
$36.60
$8.20
$9.10
$0.00
$53.90
5
80
$39.04
$8.20
$9.17
$0.00
$56.41
6
85
$41.48
$8.20
$9.24
$0.00
$58.92
7
90
$43.92
$8.20
$9.32
$0.00
$61.44
Step
percent
1
60
$29.28
2
65
3
Notes:
TELEDATA CABLE SPLICER
TELEDATA LINEMAN/EQUIPMENT OPERATOR
TELEDATA WIREMAN/INSTALLER/TECHNICIAN
TRACTOR-TRAILER DRIVER
TREE TRIMMER
01/01/2016
$28.98
$4.25
$3.12
$0.00
$36.35
01/01/2016
$27.31
$4.25
$3.07
$0.00
$34.63
01/01/2016
$27.31
$4.25
$3.07
$0.00
$34.63
08/30/2015
$42.16
$8.20
$9.26
$0.00
$59.62
02/01/2015
$18.05
$3.55
$0.00
$0.00
$21.60
01/31/2016
$18.51
$3.55
$0.00
$0.00
$22.06
This classification applies only to tree work done: (a) for a utility company, R.E.A. cooperative, or railroad or coal mining company, and (b) for the purpose of
operating, maintaining, or repairing the utility company’s equipment, and (c) by a person who is using hand or mechanical cutting methods and is not on the ground.
This classification does not apply to wholesale tree removal.
TREE TRIMMER GROUNDMAN
02/01/2015
$15.92
$3.55
$0.00
$0.00
$19.47
01/31/2016
$16.32
$3.55
$0.00
$0.00
$19.87
This classification applies only to tree work done: (a) for a utility company, R.E.A. cooperative, or railroad or coal mining company, and (b) for the purpose of
operating, maintaining, or repairing the utility company’s equipment, and (c) by a person who is using hand or mechanical cutting methods and is on the ground. This
classification does not apply to wholesale tree removal.
Additional Apprentice Information:
Minimum wage rates for apprentices employed on public works projects are listed above as a percentage of the pre-determined hourly wage rate established by the
Commissioner under the provisions of the M.G.L. c. 149, ss. 26-27D. Apprentice ratios are established by the Division of Apprenticeship Training pursuant to M.G.L.
c. 23, ss. 11E-11L.
All apprentices must be registered with the Division of Apprenticeship Training in accordance with M.G.L. c. 23, ss. 11E-11L.
All steps are six months (1000 hours.)
Ratios are expressed in allowable number of apprentices to journeymen or fraction thereof, unless otherwise specified.
**
Multiple ratios are listed in the comment field.
*** APP to JM; 1:1, 2:2, 2:3, 3:4, 4:4, 4:5, 4:6, 5:7, 6:7, 6:8, 6:9, 7:10, 8:10, 8:11, 8:12, 9:13, 10:13, 10:14, etc.
**** APP to JM; 1:1, 1:2, 2:3, 2:4, 3:5, 4:6, 4:7, 5:8, 6:9, 6:10, 7:11, 8:12, 8:13, 9:14, 10:15, 10:16, etc.
Issue Date:
01/13/2016
20160113-028
Page 32 of 32
TOWN OF
CHARLEMONT,
MASSACHUSETTS
PROJECT BEGIN
STA 10+00
N3062613.8917
E288464.7386
PROJECT END
STA 12+14.39
N3062662.8333
E288669.0804
CHARLEMONT BRIDGE REPAIR
BRIDGE NO.: C-05-006
LOCATION PLAN
SCALE: 1"=1000'
SHEET INDEX
SHEET NO.
HIGHWAY
DEPARTMENT
DESCRIPTION
1
TITLE SHEET AND INDEX
2
GENERAL NOTES AND LEGEND (C-1)
3
EXISTING CONDITIONS PLAN (C-2)
4
CONSTRUCTION PLAN (C-3)
5
CONSTRUCTION DETAILS (C-4)
6
CONSTRUCTION DETAILS & TRAFFIC MANAGEMENT (C-5)
7
DETOUR PLAN (C-6)
8
EXIST PLAN AND ELEVATION (S-1)
9
EAST ABUTMENT PLAN AND ELEVATION (S-2)
10
EAST ABUTMENT WINGWALL SECTIONS (S-3)
11
EAST ABUTMENT ELEV AND JOINT DETAILS (S-4)
12
APPROACH SLAB AND EXIST INTEGRAL ABUTMENT SECTIONS (S-5)
13
BRIDGE RAILING DETAILS (S-6)
14
HIGHWAY GUARDRAIL TRANSITION DETAILS (S-7)
JANUARY, 2016
CONSTRUCTION DOCUMENTS
One Hundred Foxborough Boulevard, Foxborough, Massachusetts 02035
11. JOINTS BETWEEN HOT MIX ASPHALT TRENCH PAVEMENT AND SAWCUT EXISTING PAVEMENT SHALL BE SEALED
WITH BITUMEN AND BACKSANDED.
12. IF DEEMED NECESSARY DUE TO THE WORK, THE CONTRACTOR SHALL COORDINATE WITH THE TOWN OF
CHARLEMONT HIGHWAY DEPARTMENT, THE CHARLEMONT FIRE DEPARTMENT, AND THE ENGINEER FOR
APPROVAL OF SHUTTING DOWN ANY EXISTING WATER MAINS AND SHALL ALSO OBTAIN APPROVAL FOR
DISRUPTING ANY EXISTING SEWER FLOWS.
13. THE CONTRACTOR SHALL BE AWARE THAT ONLY TOWN PERSONNEL ARE ALLOWED TO OPERATE WATER GATES
AND HYDRANTS. ANY REQUESTS TO OPERATE THE GATES SHALL BE COORDINATED THROUGH THE ENGINEER.
14. THE CONTRACTOR SHALL COORDINATE ANY WORK FOR THE PROJECT WITH ALL ADJACENT/CONCURRENT
PROJECTS AND CONTRACTORS.
15. THE CONTRACTOR SHALL INSTALL PRIOR TO COMMENCEMENT OF WORK, MAINTAIN, AND REMOVE AT THE END OF
THE PROJECT INLET SEDIMENT CONTROL BAGS IN ALL CATCH BASINS, WITHIN OR ADJACENT TO THE PROJECT
LIMITS. THE CONTRACTOR SHALL ALSO MAINTAIN SILT FENCE AND COMPOST FILTER TUBES AS SHOWN ON THE
PLANS THROUGHOUT THE DURATION OF THE PROJECT AND REMOVE AT THE END.
16. ANY GRASS AREAS DISTURBED BY THE WORK SHALL BE RESTORED WITH LOAM AND SEED.
17. ANY LANDSCAPED AREAS DISTURBED BY THE WORK SHALL BE RESTORED TO EXISTING CONDITIONS WITH
EXISTING OR NEW GROUND COVER MATERIALS AS DIRECTED BY THE ENGINEER. ANY PLANTS, SHRUBS, OR
FLOWERS DISTURBED BY THE WORK SHALL BE RESET TO EXISTING CONDITIONS OR REPLACED WITH NEW
PLANTS, SHRUBS, OR FLOWERS AS DIRECTED BY THE ENGINEER. ALL WORK TO RESTORE LANDSCAPE AREAS,
NEW GROUND COVER MATERIALS, NEW PLANTS, NEW SHRUBS, OR NEW FLOWERS REQUIRED BY THE ENGINEER
SHALL BE INCIDENTAL TO THE PROJECT.
18. CONTRACTOR TO COORDINATE WITH UTILITY POLE OWNERS IN AREAS WHERE UNDERGROUND UTILITY WORK IS
WITHIN CLOSE PROXIMITY AND POSSIBLE UTILITY POLE SHORING IS REQUIRED WHILE INSTALLING PROPOSED
UTILITIES.
19. RAISE AND ADJUST FRAMES AND GRATES, FRAMES AND COVERS AND GATE BOXES PRIOR TO PAVEMENT
OVERLAY, IF REQUIRED.
DESIGN:
IN ACCORDANCE WITH THE 2012 AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION
OFFICIALS LRFD BRIDGE DESIGN SPECIFICATIONS FOR HL-93 LOADING.
N.T.S.
B.M.
ABAN.
MB
GRAN. CURB
(OR GC)
EXIST.
(OR EX.)
FDN.
FL (OR F)
L
PL
PVMT
P.W.W.
RC
REM.
REMOD.
RET.
R.O.W.
R.R.
R&R
R&S
R&D
SB
SCB
W/
F&C
SW
HMA
SGC
BC
RET. WALL
CC
CONT.
MPH
TYP.,
OR (TYP.)
ROE
N/F
PROP.
ADJ.
CEM. CONC.
BL
CONST.
TEMP.
SPEC.
REHAB.
PL
CTE
NOT TO SCALE
BENCH MARK
ABANDON
MAIL BOX
GRANITE CURB
EXISTING
FOUNDATION
FLOW LINE
PROPERTY LINE
PAVEMENT
PAVED WATERWAY
REINFORCED CONCRETE
REMOVE
REMODEL
RETAIN
RIGHT- OF- WAY
RAILROAD
REMOVE AND RESET
REMOVE AND STACK
REMOVE AND DISCARD
STONE BOUND
SPECIAL CATCH BASIN
WITH
FRAME AND COVER
SIDEWALK
HOT MIX ASPHALT
SLOPED GRANITE CURB
HOT MIX ASPHALT CURB
RETAINING WALL
CONCRETE CURB
CONTINUED
MILES PER HOUR
TYPICAL
DATE
REGISTERED PROFESSIONAL ENGINEER
10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HIRE A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE
COMMONWEALTH OF MASSACHUSETTS FOR ALL LAYOUT WORK INCLUDING BASELINE LAYOUT. LAYOUT SHALL
INCLUDE ALL PROPOSED WORK AS SHOWN IN THE CONTRACT DOCUMENTS, OR AS DIRECTED BY THE ENGINEER
OR TOWN. ONCE LAID OUT, ALL PROPOSED WORK SHALL BE DEEMED ACCEPTABLE BY THE ENGINEER OR TOWN
PRIOR TO ANY COMMENCEMENT OF WORK. ANY AND ALL WORK RELATED TO THE CONSTRUCTION LAYOUT SHALL
BE INCIDENTAL TO THE PROJECT.
GENERAL CONTINUED
RIGHT OF ENTRY
NOW OR FORMERLY
PROPOSED
ADJUST
CEMENT CONCRETE
BASELINE
CONSTRUCTION
TEMPORARY
SPECIFICATIONS
REHABILITATION
PROPERTY LINE
CONNECT TO EXISTING
DATE:
TO BE PLACED ON THE OUTSIDE FACE OF THE HEADWALLS IN 5" BLOCK LETTERS. THE DATE USED SHALL BE THE
LATEST YEAR OF THE CONTRACT COMPLETION AS OF THE DATE THE FIRST HEADWALL IS CONSTRUCTED. ALL
HEADWALLS SHALL FEATURE THE SAME DATE.
UNSUITABLE MATERIAL;
ALL UNSUITABLE MATERIAL SHALL BE REMOVED WITHIN THE LIMITS OF THE FOUNDATIONS OF THE STRUCTURE,
AS DIRECTED BY THE ENGINEER.
FOUNDATIONS:
FOUNDATIONS MAY BE ALTERED, IF NECESSARY, TO SUIT CONDITIONS ENCOUNTERED DURING CONSTRUCTION,
WITH THE APPROVAL OF THE ENGINEER.
JOB NO.
DR.BY
DSN.BY CHK.BY APP.BY
2150011
NAP
MK
MK
LFK
THE CONTRACTOR SHALL CALL DIGSAFE AT 1-888-344-7233 AT LEAST 72 HOURS, SATURDAYS, AND HOLIDAYS
EXCLUDED, PRIOR TO EXCAVATING AT ANY LOCATION. A COPY OF THE DIGSAFE PROJECT REFERENCE
NUMBER(S) SHALL BE GIVEN TO THE TOWN PRIOR TO EXCAVATION.
CONTRACT:
9.
D
ALL EXCESS MATERIAL FROM ROADWAY RECONSTRUCTION OR THE EXCAVATION PROCESS SHALL BE REUSED ON
SITE OR REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL AND PROPER MANNER.
E
8.
V
ALL EXISTING STATE, COUNTY AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN
ESTABLISHED FROM AVAILABLE INFORMATION AND THEIR EXACT LOCATION ARE NOT GUARANTEED.
O
7.
R
THE TERM "PROPOSED (PROP)" INDICATES WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE
APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET (R&R)".
P
6.
P
AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE
RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
A
5.
Description
THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC,
TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY OWNER. ANY ALTERATIONS SHALL BE
INCIDENTAL TO THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY SUPPORT OF ALL
UTILITIES TO REMAIN IN PLACE AND SHALL DESCRIBE IN WRITING, TO THE SATISFACTION OF THE ENGINEER, HIS
METHOD OF TEMPORARY SUPPORT.
App.By
4.
Ck.By
WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION
AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE
INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT.
LIGHT POLE
CHANGE IN TYPE
FRAME AND GRATE
FRAME AND COVER
CAST IRON PIPE
REINFORCED CONCRETE PIPE
CORRUGATED METAL PIPE
DUCTILE IRON PIPE
ASPHALT COATED CORRUGATED METAL
PIPE
WATER GATE
HYDRANT
DOWN SPOUT
INVERT ELEVATION
POLYVINYL CHLORIDE
UTILITY POLE
CATCH BASIN
DRAIN MANHOLE
HIGH DENSITY POLYETHYLENE
STEEL CATCH BASIN CURB INLET
RIM ELEVATION
GUTTER INLET
SEWER MANHOLE
SLOPE
STEEL
Dr.By
3.
LP
C.I.T.
F&G
F&C
CIP
RCP
CMP
DI
ACCM
PIPE
WG
HYD
DS
INV.
PVC
UP
CB
DMH
HDPE
CBCI
RIM
GI
SMH
S
STL
Date
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE
NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE
TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL DIG TEST
PITS WITH THE LOCATIONS BEING APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF WORK TO
EXACTLY LOCATE EXISTING UTILIITES.
No.
2.
UTILITIES
GENERAL NOTES AND LEGEND
TOPOGRAPHICAL INFORMATION BASED ON AN ON THE GROUND SURVEY PERFORMED BY WESTON & SAMPSON
ENGINEERS, ON MAY 15, 2015. WETLAND FLAGGING WAS PERFORMED BY WESTON & SAMPSON ON MAY 1, 2015.
GENERAL SYMBOLS
MOUNTAIN ROAD BRIDGE REPAIR (C-05-006)
1.
ABBREVIATIONS
TOWN OF CHARLEMONT
HIGHWAY DEPARTMENT
GENERAL NOTES
SCALE:
SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M 31 GRADE 60. UNLESS
OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS, ALL BARS SHALL BE LAPPED AS FOLLOWS:
CADD NO.
MODIFICATION CONDITION
1.
NONE
2.
12" OF CONCRETE BELOW BAR
3.
COATED BARS, COVER < 3db, OR CLEAR SPACING < 6db
4.
COATED BARS, ALL OTHER CASES
5.
CONDITION 2. AND 3.
6.
CONDITION 2. ANO 4.
#4 BARS
#5 BARS
21"
29"
31"
25"
35"
34"
26"
36"
39"
31"
44"
43"
IF THE ABOVE BARS ARE SPACED 6" OR MORE ON CENTER, THE LAP
LENGTH SHALL BE 80% OF THE LAP LENGTH GIVEN ABOVE. ALL OTHER BARS SHALL BE LAPPED AS SHOWN
ON THE CONSTRUCTION DRAWINGS.
BRIDGE NUMBER:
C-05-006
SHEET
2
OF 14
10+00
11
DATE
E
R
P
P
N59°27'55"E
48.25'
+95.55
+46.00
.14
Date
PC +08.07
'
00
.
5
2
'
R =1 58.07
L=
PT
6
+6
12
No.
PROJECT BEGIN
STA 10+00
N3062613.8917
E288464.7386
PROJECT END
STA 12+14.39
N3062662.8333
E288669.0804
A
12
Ck.By
.39
4
+1
Dr.By
App.By
O
V
Description
D
NAD 83
N
JOB NO.
DR.BY
2150011
NAP
MK
MK
LFK
N86°04'51"E
108.07'
CONTRACT:
EXISTING CONDITIONS PLAN
#225
TOWN OF CHARLEMONT
HIGHWAY DEPARTMENT
#233
SCALE:
NOTES:
1. IF THE CONTRACTOR OBSERVES ANY FIELD CONDITIONS WHICH
VARY SIGNIFICANTLY FROM WHAT IS SHOWN ON THESE
PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER AND ENGINEER FOR RESOLUTION OF THE
CONFLICTING INFORMATION.
3. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DAMAGE TO
EXISTING PIPES, UTILITIES, OR STRUCTURES TO THE OWNER
AND ENGINEER, AND OBTAIN DIRECTIONS AS TO REPAIR,
REPLACEMENT OR ABANDONMENT.
CADD NO.
2. THE CONTRACTOR SHALL RECORD TIE MEASUREMENTS,
DEPTHS, DIMENSIONS, MATERIALS, FIELD CONDITIONS AND
OTHER PERTINENT DATA ABOUT ALL UNDERGROUND PIPES,
UTILITIES AND STRUCTURES ENCOUNTERED DURING THE
WORK, BOTH EXISTING AND CONSTRUCTED. CONTRACTOR
SHALL SUBMIT RECORD DRAWINGS WITH THIS INFORMATION
TO THE OWNER AND ENGINEER PRIOR TO COMPLETION OF
THE WORK.
0
20
50
100
SCALE: 1" = 20'
BRIDGE NUMBER:
C-05-006
SHEET
3
OF 14
100'
RIVERFRONT
AREA
NOTE
1. PROJECT IS WITHIN 100' BUFFER ZONE.
2. PROJECT IS WITHIN THE 100' AND 200' RIVERFRONT AREA.
3. WETLAND RESOURCE AREAS WERE DELINEATED IN THE
FIELD BY WESTON & SAMPSON ON MAY 1ST, 2015.
4. SEE STRUCTURAL DRAWINGS (S-1 TO S-7) FOR BRIDGE &
REPAIR DETAILS.
100'
RIVERFRONT
AREA
TOP OF
BANK
D
E
12
N86°04'51"E
108.07'
10+00
PT
6
+6
.14
'
00
.
5
2
R =1 58.07'
L=
PC +08.07
11
N59°27'55"E
48.25'
R
P
Date
MILLING & OVERLAY
MEET EXIST GRADES
W/FINAL PAVEMENT
SURFACE
SAWCUT LIMIT LINE
No.
BRIDGE RAIL TO
HIGHWAY GUARD
TRANSITION
12
P
.39
4
+1
A
PROP RIPRAP (TYP)
App.By
CTE
GUARDRAIL
Ck.By
STEEL HIGHWAY GUARD
TRANSITION BEAM
O
PROP W-BEAM
STEEL
GUARDRAIL
REMOVE & STACK
JERSEY BARRIERS (5)
Dr.By
100' BUFFER
V
Description
200' RIVERFRONT AREA
DATE
TOP OF
BANK
NAD 83
N
DEWATERING
BASINS
SAWCUT
(TYP)
#233
CTE W-BEAM
GUARDRAIL
BRIDGE RAIL TO
HIGHWAY GUARD
TRANSITION
LIMIT OF
WORK
STEEL HIGHWAY GUARD
TRANSITION BEAM
FULL DEPTH
RECONSTRUCTION MEET
EXIST GRADES W/ FINAL
PAVEMENT SURFACE
SAWCUT LIMIT LINE
JOB NO.
DR.BY
2150011
NAP
MK
MK
LFK
R&R UP
(BY OTHERS)
COMPOST FILTER
TUBES (TYP)
EDGE OF
WATER (TYP)
CONTRACT:
#225
CONSTRUCTION PLAN
100' BUFFER
TOWN OF CHARLEMONT
HIGHWAY DEPARTMENT
200' RIVERFRONT AREA
CADD NO.
SCALE:
100 YEAR FLOOD
ZONE AREA
0
20
50
100
SCALE: 1" = 20'
BRIDGE NUMBER:
C-05-006
SHEET
4
OF 14
DIRECTION OF FLOW
1.
STREAM
EXISTING
TREE
2.
PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES
FOR SLOPES UP TO 50 FEET IN LENGTH WITH A
SLOPE RATIO OF 3H:1V OR STEEPER. LONGER
SLOPES OF 3H:1V MAY REQUIRE LARGER TUBE
DIAMETER OR ADDITIONAL COURSING OF FILTER
TUBES TO CREATE A FILTER BERM. REFER TO
MANUFACTURER'S RECOMMENDATIONS FOR
SITUATIONS WITH LONGER OR STEEPER SLOPES.
DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR
INTERMITTENT STREAMS.
4.
CONFIGURE TUBES AROUND EXISTING SITE
FEATURES TO MINIMIZE SITE DISTURBANCE AND
MAXIMIZE CAPTURE AREA OF STORMWATER
RUN-OFF.
PLAN VIEW
DIR
EC
T
ION
OF
STANDARD FILTER
FABRIC EXTENDS
INTO TRENCH
NOT TO SCALE
PROVIDE A 3 FT. MINIMUM
OVERLAP AT ENDS OF TUBES TO
JOIN IN A CONTINUOUS BARRIER
AND MINIMIZE UNIMPEDED FLOW.
STAKE JOINING TUBES SNUGLY
AGAINST EACH OTHER TO
PREVENT UNFILTERED FLOW
BETWEEN THEM.
TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITH SOIL SURFACE. IT IS NOT
NECESSARY TO TRENCH TUBES INTO EXISTING GRADE.
2 INCH X 2 INCH X 3 FEET
UNTREATED HARDWOOD STAKES, UP TO 5 FT. APART OR AS REQUIRED TO SECURE TUBES IN
PLACE.
W
2 FT.
MIN.
DATE
D
WHEN JOINING TWO OR MORE SILTATION FENCES TIE
THE TWO END POSTS TOGETHER WITH NYLON CORD.
COMPOST FILTER TUBE
MINIMUM 12 INCHES IN DIAMETER WITH AN EFFECTIVE HEIGHT OF 9.5 INCHES.
TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH OR APPROVED BIODEGRADABLE
MATERIAL. ADDITIONAL TUBES SHALL BE USED AT THE DIRECTION OF THE ENGINEER.
FLO
E
V
6" x 6" TRENCH
THE CONTRACTOR SHALL REMOVE ALL SEDIMENTATION CONTROL SYSTEMS,
REMOVE ALL ACCUMULATED SEDIMENTS, AND SEED THE DISTURBED AREAS WHEN
THE CONTROL SYSTEMS ARE NO LONGER REQUIRED. THE CONTRACTOR SHALL
REQUEST AND RECEIVE PERMISSION FROM THE ENGINEER PRIOR TO REMOVING
ANY CONTROL SYSTEM.
2 IN. DEEP x 12 IN. WIDE LAYER OF
LOOSE COMPOST MATERIAL PLACED ON
UPHILL/FLOW SIDE OF TUBES TO FILL
SPACE BETWEEN SOIL SURFACE AND
TUBES.
FOR DESCRIPTION, MATERIALS, AND CONSTRUCTION METHOD, SEE SPECIAL
PROVISIONS. FOR LOCATION OF PROPOSED EROSION CONTROL MEASURES, SEE
PLANS. AREAS DISTURBED BY EROSION BARRIERS SHALL BE LOAMED AND SEEDED,
OR OTHERWISE RESTORED TO ORIGINAL CONDITION.
R
O
FLOW
INSTALL TUBES ALONG CONTOURS AND
PERPENDICULAR TO SHEET OR CONCENTRATED
FLOW.
3.
Date
EXISTING SOIL
P
BACKFILL
A
2" X 2" x 40"
WOOD POST
A STOCKPILE OF ADDITIONAL COMPOST TUBES, SILTATION FENCE AND CRUSHED
STONE SHALL BE KEPT ON SITE THROUGHOUT THE CONSTRUCTION WORK. THIS
MATERIAL SHALL BE INSTALLED AT THE DIRECTION OF THE ENGINEER TO MITIGATE
ANY EROSION/SEDIMENTATION CONDITIONS WHICH MAY ARISE.
Ck.By
STANDARD FILTER FABRIC
Dr.By
NOT TO SCALE
JOB NO.
DR.BY
2150011
NAP
MK
MK
LFK
GENERAL NOTES:
DEWATERING DISCHARGE AFTER TREATMENT SHALL BE LESS THAN 25
NEPHELOMETRIC TURBIDITY UNITS (NTU).
WHEN STAKING IS NOT POSSIBLE, SUCH AS WHEN TUBES MUST BE PLACED ON PAVEMENT,
HEAVY CONCRETE OR CINDER BLOCKS CAN BE USED BEHIND TUBES UP TO 5 FT. APART OR AS
REQUIRED TO SECURE TUBES IN PLACE.
LIMIT OF WORK
PROTECTED AREA
SECURE ENDS OF TUBES WITH
STAKES SPACED 18 IN. APART
THROUGH TOPS OF TUBES.
3.0 FT. MIN.
CONTRACT:
EXISTING HEADWALL
OR OTHER OBSTACLE
5.
App.By
ALL DISTURBED EARTH SLOPES SHALL BE STABILIZED WITH PERMANENT
VEGETATIVE COVER AS SOON AS POSSIBLE. DISTURBED AREAS THAT ARE NOT
SUBJECT TO CONSTRUCTION TRAFFIC SHALL RECEIVE A PERMANENT OR
TEMPORARY VEGETATIVE COVER AS SOON AS FINAL CONTOURS ARE ESTABLISHED.
IF THE SEASON PREVENTS THE ESTABLISHMENT OF A VEGETATIVE COVER,
DISTURBED AREAS SHALL BE THOROUGHLY MULCHED. MULCHED AREAS SHALL BE
SEEDED AS SOON AS WEATHER CONDITIONS ALLOW.
TUBES CAN BE PLACED DIRECTLY
ON EXISTING PAVEMENT WHEN
NECESSARY.
PROTECTED AREA
AREA OF DISTURBANCE
DIRECTION
OF FLOW
ANY DEWATERING OPERATIONS DEEMED NECESSARY BY THE CONTRACTOR OR
REQUIRED BY THE ENGINEER SHALL BE INCIDENTAL TO THE PROJECT.
SECTION A-A
ALL WORK ASSOCIATED WITH TEMPORARY EROSION CONTROL MEASURES AND
ACTIVITIES NOT INCLUDED UNDER A SPECIFIC PAY ITEM SHALL BE CONSIDERED
INCIDENTAL TO THE PROJECT.
EXISTING
PAVEMENT
4.
UNTREATED HARDWOOD STAKE (TYP.)
UNDISTURBED SUBGRADE
DIRECTION OF FLOW
SCALE:
ALL DISTURBED AREAS THAT WILL REMAIN EXPOSED OR UNDISTURBED FOR A
PERIOD OF FOURTEEN (14) DAYS OR LONGER, SHALL BE STABILIZED WITH MULCH
OR SEEDED FOR TEMPORARY VEGETATIVE COVER.
DEWATERING POOL SHALL BE MAINTAINED AND CLEANED ON A REGULAR BASIS.
SEDIMENTS REMOVED FROM POOL SHALL BE DISPOSED ACCORDING TO DEP
GUIDELINES AND ORDER OF CONDITIONS.
FILTER FABRIC
HAY BALE STAKE (TYP)
DISCHARGE
HOSE
3.
No.
STOCKPILED SOIL SHALL BE SURROUNDED WITH STAKED STRAW BALES AND
SILTATION FENCES TO PREVENT AND CONTROL SILTATION AND EROSION.
STOCKPILES THAT WILL REMAIN EXPOSED FOR MORE THAN 30 DAYS SHALL BE
STABILIZED WITH MULCH OR SEEDED FOR TEMPORARY VEGETATIVE COVER.
ALL EROSION CONTROL DEVICES, INCLUDING DEWATERING POOL SHALL BE IN
PLACE PRIOR TO COMMENCEMENT OF ANY DEWATERING ACTIVITIES.
CONSTRUCTION DETAILS
SEDIMENT REMOVED FROM CONTROL STRUCTURES SHALL BE DISPOSED OF IN A
MANNER WHICH IS CONSISTENT WITH THE INTENT OF THESE PLANS. NO EQUIPMENT
OR MATERIAL OF ANY KIND SHALL BE STOCKPILED OR DEPOSITED IN ANY
REGULATED AREA UNLESS SPECIFICALLY SHOWN ON THE CONTRACT PLANS OR
AUTHORIZED BY PROJECT PERMITS/APPROVALS.
PLAN
STRAW BALES STAKED WITH 2 2.
STAKES PER BALE
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED IN
EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. THE
CONTRACTOR SHALL INSPECT THE EROSION CONTROLS DAILY AND CLEAN
ACCUMULATED MATERIALS FROM BEHIND THEM, AS NECESSARY. ALL EROSION AND
SEDIMENTATION CONTROL MEASURES FOUND TO BE IN NEED OF REPAIR OR
REPLACEMENT SHALL BE IMMEDIATELY CORRECTED, SO AS TO MAINTAIN THE
INTEGRITY OF THE EROSION AND SEDIMENTATION CONTROL SYSTEM.
THE CONTRACTOR SHALL INSPECT ALL PORTIONS OF THE SITE IN ANTICIPATION OF
RAINFALL EVENTS TO DETERMINE IF SITE GRADING IS SUFFICIENT TO PREVENT
EROSION OF SLOPES OR WATERCOURSES WITHIN THE PROJECT LIMITS. SHOULD
ADDITIONAL MEASURES BE REQUIRED, THEY ARE TO BE IMPLEMENTED
IMMEDIATELY. IN NO CASE SHALL THE INSTALLATION OF ADDITIONAL MEASURES
NECESSARY TO PROTECT SLOPES WITHIN THE PROJECT LIMITS BE DELAYED
BEYOND THE COMMENCEMENT OF PRECIPITATION.
DISCHARGE
HOSE
DEWATERING POOL LOCATION SHALL BE AT LEAST 100 FT OR AS FAR AWAY AS
POSSIBLE FROM RESOURCE AREA AS DIRECTED BY THE ENGINEER.
TOWN OF CHARLEMONT
HIGHWAY DEPARTMENT
TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
INSTALLED PRIOR TO THE COMMENCEMENT OF ANY SITEWORK, SHALL BE
MAINTAINED DURING CONSTRUCTION, AND SHALL REMAIN IN PLACE UNTIL ALL
SITEWORK IS COMPLETED AND GROUND COVER IS ESTABLISHED (AT LEAST 75%
UNIFORM COVERAGE BY NEW SEEDLINGS).
STRAW BALE BARRIERS, COMPOST FILTER TUBES OR EQUIVALENT BARRIER
APPROVED BY THE ENGINEER, SHALL BE PLACED AROUND CATCH BASIN INLETS
DURING CONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONTRIBUTING AREAS
ARE PAVED. SILT FENCE BARRIERS, OR EQUIVALENT BARRIER APPROVED BY THE
ENGINEER SHALL BE PLACED BETWEEN FRAMES AND GRATES TO PREVENT ANY
TYPE OF SILT RUN-OFF INTO ANY EXISTING OR NEW CATCH BASINS.
1.
AREA OF DISTURBANCE
ALL WORK SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE
PROVISIONS OF ALL APPLICABLE PERMITS AND APPROVALS ISSUED BY LOCAL AND
STATE REGULATION FOR ACTIVITIES INVOLVING WETLANDS, WATERCOURSES
AND/OR EROSION CONTROLS, AND AS DIRECTED BY THE ENGINEER. ALL EROSION
AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE MASS DEP'S EROSION AND SEDIMENTATION CONTROL
GUIDELINES, AUGUST, 1983 AND THE U.S.D.A. SCS'S EROSION AND SEDIMENT
CONTROL IN SITE DEVELOPMENT, MASSACHUSETTS CONSERVATION GUIDE,
SEPTEMBER 1983.
A
P
A
DISTANCE VARIES TO
ACCOMMODATE FLOW
Description
IT IS THE INTENT OF THE CONTRACT PLANS AND DETAILS TO CONTROL EROSION AND SEDIMENTATION IN ALL PORTIONS OF THE SITE. THE CONTRACTOR
IS ALERTED THAT CONTROL OF EROSION AND SEDIMENTATION IS CONSIDERED TO BE ESPECIALLY IMPORTANT IN AND AROUND THE AREAS SHOWN ON
THE PLANS AND DELINEATED AS WETLANDS AND WATERCOURSES. THE CONTRACTOR IS TO IMPLEMENT THE EROSION AND SEDIMENTATION CONTROLS
INDICATED ON THE PLANS IN ACCORDANCE WITH THE FOLLOWING NOTES, BUT IS ALERTED TO THE FACT THAT ADDITIONAL MEASURES MAY BE REQUIRED
TO COMPLY WITH THIS INTENT, AS FIELD CONDITIONS MAY WARRANT. SHOULD SUCH MEASURES BE DETERMINED TO BE REQUIRED OR ORDERED BY THE
ENGINEER, THEY ARE TO BE IMPLEMENTED IMMEDIATELY. ANY AND ALL REQUIREMENTS FOR ANY TYPE OF EROSION CONTROL MEASURES SHALL BE
INCIDENTAL TO THE PROJECT.
COMPOST FILTER TUBE (TYP.)
LOOSE COMPOST LAYER
CADD NO.
PLAN VIEW - JOINING DETAIL
PLACING TUBES AGAINST THE UPHILL SIDE OF WELLANCHORED, STATIONARY FEATURES SUCH AS EXISTING
TREES CAN PROVIDE ADDITIONAL BRACING.
CURVE ENDS UPHILL TO PREVENT DIVERSION OF
UNFILTERED RUN-OFF.
NOT TO SCALE
BRIDGE NUMBER:
C-05-006
SHEET
5
OF 14
PAVEMENT NOTES
PROPOSED PAVEMENT MILLING AND OVERLAY:
121" HOT MIX ASPHALT TOP COURSE
R
P
A
P
Ck.By
Date
FULL DEPTH
RECONSTRUCTION
TRAFFIC MANAGEMENT DETAILS
JOB NO.
DR.BY
2150011
NAP
MK
MK
LFK
CONTRACT:
CADD NO.
SCALE:
SCALE: N.T.S.
CONSTRUCTION DETAILS & TRAFFIC MANAGEMENT
1
TOWN OF CHARLEMONT
HIGHWAY DEPARTMENT
No.
MILL &
OVERLAY
Dr.By
App.By
O
V
Description
121" HOT MIX ASPHALT TOP COURSE
221" HOT MIX ASPHALT BINDER COURSE
4" DENSE GRADED CRUSHED STONE
8" GRAVEL BORROW, TYPE B
E
D
PROPOSED FULL DEPTH RECONSTRUCTION:
DATE
BITUMEN FOR TACK COAT SHALL BE APPLIED AT A RATE OF 0.07 GAL/SY
BRIDGE NUMBER:
C-05-006
SHEET
6
OF 14
TRAFFIC DETOUR PLAN
Description
P/F
DATE
V
N
E
D
LEGEND:
24"
18"
M4-9-ALT (L)
30"
48"
M4-9-ALT (R)
30"
48"
M4-9-ALT (A)
30"
48"
11-2A
M4-9-ALT (R)
MOUNTAIN
ROAD BRIDGE
Date
R11-3A
P
M4-8a
P
M4-8A
A
W20-3
R
HEIGHT
M4-9-ALT (A)
JOB NO.
DR.BY
2150011
NAP
MK
MK
LFK
No.
11-2A
NOTES
App.By
WIDTH
O
TEXT
Ck.By
NAD 83
W20-1
SIZE OF SIGN
Dr.By
IDENTIFICATION
NUMBER
M4-9-ALT (R)
M4-9-ALT (R)
48"
48"
W20-2
36"
36"
W20-3
48"
48"
R11-2a
60"
30"
R11-3a
60"
30"
M4-9-ALT (A)
M4-9-ALT (R)
0
1000
2000
3000
CADD NO.
SCALE:
M4-9-ALT (A)
M4-9-ALT (L)
TOWN OF CHARLEMONT
HIGHWAY DEPARTMENT
W20-2
CONTRACT:
M4-9-ALT (L)
DETOUR PLAN
M4-9-ALT (A)
11-2A
W20-1
4000
SCALE: 1" = 1000'
BRIDGE NUMBER:
C-05-006
SHEET
7
OF 14
BEARING
W. ABUTMENT
BEARING
E. ABUTMENT
N
APPROACH
SLAB TO BE
REPLACED
10'-6" ±
EXIST GUARDRAIL SECTION
IN PLACE OF WINGWALL TO
BE REMOVED AND
DISCARDED
EXIST. ASPHALTIC
BRIDGE JT.
EXIST. S3-TL4
BRIDGE RAILING POST
R
No.
CURB LINE
EXIST. ASPHALTIC
BRIDGE JT.
PC 11+08.33
App.By
STA. 11+00
MOUNTAIN ROAD CONSTRUCTION
BASELINE AND PGL
Ck.By
EXIST. STA. 10+95.55
BRG. E. ABUT.
Dr.By
EXIST. STA. 10+46.00
BRG. W. ABUT.
Date
MOUNTAIN ROAD OVER MILL BROOK
O
LIMITS DAMAGED RAIL,
BOTH SIDES
P
10'-6" ±
V
(5) EXIST. JERSEY BARRIERS TO
BE REMOVED AND STORED
E
EDGE OF
CONCRETE CURB
P
CURB LINE
A
S3-TL4 BRIDGE
RAILING POST
Description
D
1" ± SAFETY CURB
1'-72
DATE
MIL
LB
FL
OW
RO
OK
49'-6-1/2" ± V.I.F.
TOP OF APPROACH CURB
RI
P-
RA
P
-S
LO
P
E
1V
:1
.5H
AP
-R
MILL BROOK W.S.
EL. [737.2 ±] V.I.F.
APPROX. MUD LINE
W
NE
-S
PE
O
L
P
RI
1" EXPANSION
JOINT (TYP)
NEW WINGWALL FOOTING
B.O.F. EL [739.5 ±] MATCH EXIST. B.O. ABUTMENT, V.I.F
8'-0" ±
3'-0" ± (TYP)
3'-0" ± (TYP)
APPROX. B.O. PILE
EL. [689.0 ±]
1V
NEW BEDDING STONE,
M2.02.2 (TYP) 2'
THICKNESS
SCALE: 1"=4'-0"
DR.BY
KMC
NMS
NMS
RAC
-
B.O.F.
EL. [740.2 ±]
T.
FINISHED GRADE
REFER TO CIVIL
.5H
:1
EXIST. 2.00' Ø x 8.20' LONG
PREAUGERED HOLE FILLED WITH
CRUSHED STONE (TYP)
-
IS
EXIST. RIP RAP TO
BE REMOVED
10 YEAR DESIGN FLOOD
STAGE HIGH WATER
EL. [742.0 ±]
1
EX
EXIST. PRECAST
PRESTRESSED BOX BEAM
TYPE BI-1200
JOB NO.
TOP OF APPROACH CURB
-
EXIST. THRIE BEAM
HIGHWAY GUARD RAIL (TYP)
CADD NO.
EXIST. S3-TL4 BRIDGE RAILING
NEW
INDEPENDENT
WINGWALL
EXIST. PLAN AND ELEVATION
BEARING EAST ABUTMENT
STA. 10+95.55
S-
BEARING WEST ABUTMENT
STA. 10+46.00
CHARLEMONT, MA
HIGHWAY DEPARTMENT
REPLACE DAMAGED SECTION OF
BRIDGE RAILING EA. SIDE
50'-0" ± V.I.F.
MOUNTAIN ROAD BRIDGE OVER MILL BROOK (C-05-006)
SCALE: 1"=4'-0"
CONTRACT:
EXIST. LIMITS OF RIP-RAP (TYP)
RIP-RAP UNDER BRIDGE NOT
SHOWN FOR CLARITY
SCALE:
NOTED
MIL
LB
RO
EXIST. THRIE BEAM
HIGHWAY GUARD
RAIL (TYP)
EXIST. PARAFFIN
JOINT (TYP)
FLO
OK
W
1" ± SAFETY CURB
1'-72
SHEET
8
OF 14
SHEET
9
OF 14
2
S-
-
CADD NO.
-
SCALE:
NOTED
CONTRACT:
-
JOB NO.
-
DR.BY
KMC
NMS
NMS
RAC
EAST ABUTMENT PLAN AND ELEVATION
CHARLEMONT, MA
HIGHWAY DEPARTMENT
No.
A
Dr.By
P
Ck.By
P
R
App.By
O
Date
V
E
Description
DATE
D
N
SHEET
10
OF 14
3
S-
-
CADD NO.
-
SCALE:
NOTED
CONTRACT:
-
JOB NO.
-
DR.BY
KMC
NMS
NMS
RAC
EAST ABUTMENT WINGWALL SECTIONS
CHARLEMONT, MA
HIGHWAY DEPARTMENT
No.
A
Dr.By
P
Ck.By
P
R
App.By
O
Date
V
E
Description
DATE
D
N
SHEET
11
OF 14
4
S-
-
CADD NO.
-
SCALE:
NOTED
CONTRACT:
-
JOB NO.
-
DR.BY
KMC
NMS
NMS
RAC
EAST ABUTMENT WINGWALL ELEV. AND JOINT DETAILS
CHARLEMONT, MA
HIGHWAY DEPARTMENT
No.
A
Dr.By
P
Ck.By
P
R
App.By
O
Date
V
E
Description
DATE
D
SHEET
12
OF 14
5
S-
-
CADD NO.
-
SCALE:
NOTED
CONTRACT:
-
JOB NO.
-
DR.BY
KMC
NMS
NMS
RAC
APPROACH SLAB AND EXIST. INTEGRAL ABUTMENT SECTIONS
CHARLEMONT, MA
HIGHWAY DEPARTMENT
No.
A
Dr.By
P
Ck.By
P
R
App.By
O
Date
V
E
Description
DATE
D
SHEET
13
OF 14
6
S-
-
CADD NO.
-
SCALE:
NOTED
CONTRACT:
-
JOB NO.
-
DR.BY
KMC
NMS
NMS
RAC
BRIDGE RAILING DETAILS
CHARLEMONT, MA
HIGHWAY DEPARTMENT
No.
A
Dr.By
P
Ck.By
P
R
App.By
O
Date
V
E
Description
DATE
D
SHEET
14
OF 14
7
S-
-
CADD NO.
-
SCALE:
NOTED
CONTRACT:
-
JOB NO.
-
DR.BY
KMC
NMS
NMS
RAC
HIGHWAY GUARDRAIL TRANSITION DETAILS
CHARLEMONT, MA
HIGHWAY DEPARTMENT
No.
A
Dr.By
P
Ck.By
P
R
App.By
O
Date
V
E
Description
DATE
D

invitation for bids town of charlemont mountain road bridge

Transcription

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