Page 1 of 22 INVITATION TO BID Town of Branford Tyler’s Green Beautification Project - Phase I AMENDED FOR CHRO REQUIRED LANGUAGE AND DEADLINE EXTENSION The Town of Branford is requesting bid proposals for Tyler’s Green Beautification Project, located between Main Street, Tyler Street, John Street, and Rogers Street, in the Town of Branford. Contract Documents will be available on the Town of Branford website www.branford-ct.gov. Bids will be received in the Finance Department until 10:30 AM, Thursday, July 9, 2020. No bids will be accepted after that time and date. Bids will be opened publicly immediately following on that same day. Bids must be held firm for ninety (90) days beyond the bid opening date. This contract is subject to state set-aside and contract compliance requirements. CONTRACTOR’S shall be required to pay not less than the prevailing wage rates on the Project if the Bid amount exceeds $100,000, as established by the State of Connecticut. Copies of these wage rates are incorporated in the Contract Documents. Each CONTRACTOR or Subcontractor performing Work on this Project shall comply in all respects with all laws governing the employment of labor, Social Security, and Unemployment Insurance of both the state and federal government. The Town of Branford has the right to accept or reject any and all bids.
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INVITATION TO BID Town of Branford Tyler’s Green ......The Town of Branford is requesting bid proposals for Tyler’s Green Beautification Project, located between Main Street, Tyler
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Page 1 of 22
INVITATION TO BID Town of Branford
Tyler’s Green Beautification Project - Phase I
AMENDED FOR CHRO REQUIRED LANGUAGE AND DEADLINE EXTENSION
The Town of Branford is requesting bid proposals for Tyler’s Green Beautification Project, located
between Main Street, Tyler Street, John Street, and Rogers Street, in the Town of Branford.
Contract Documents will be available on the Town of Branford website www.branford-ct.gov.
Bids will be received in the Finance Department until 10:30 AM, Thursday, July 9, 2020. No bids
will be accepted after that time and date. Bids will be opened publicly immediately following on that
same day. Bids must be held firm for ninety (90) days beyond the bid opening date.
This contract is subject to state set-aside and contract compliance requirements.
CONTRACTOR’S shall be required to pay not less than the prevailing wage rates on the Project if the
Bid amount exceeds $100,000, as established by the State of Connecticut. Copies of these wage rates
are incorporated in the Contract Documents. Each CONTRACTOR or Subcontractor performing Work
on this Project shall comply in all respects with all laws governing the employment of labor, Social
Security, and Unemployment Insurance of both the state and federal government.
The Town of Branford has the right to accept or reject any and all bids.
The State of Connecticut, Department of Transportation, Standard Specifications for Roads, Bridges,
Facilities and Incidental Construction, Form 817, and supplements thereto dated January 2019
(otherwise referred to collectively as "Form 817"), is hereby made part of this contract. The Standard
Specifications as defined below shall apply to the various items of work which constitute the
construction contemplated under this Contract except as amended, supplemented or replaced by the
Special Provisions of this Contract and as described herein.
Within the Standard Specifications and Special Provisions of this Contract, the following definitions
shall apply:
1. Standard Specifications: Shall mean the State of Connecticut Department of Transportation,
Bureau of Highways, "Standard Specifications for Roads, Bridges, Facilities and Incidental
Construction, Form 817, and supplements thereto dated January 2019.
CTDOT. District, State. Department, Commissioner: Town of Branford or its Engineer,
Inspector or other authorized representative or agent of the Owner.
Inspector/Engineer: Engineer, Inspector or other authorized representative or agent of the
Owner.
2. Applicable Safety Code: Shall mean the latest edition including any and all amendments,
revisions, and additions thereto of the Federal Department of Labor, Occupational Safety and
Health Administration's "Occupational Safety and Health Standards" and "Safety and Health
Regulations for Construction", the State of Connecticut Labor Department, "Construction
Safety Code", or State of Connecticut "Building Code", whichever is the more stringent for
the applicable requirement.
3. Items: Reference within the text of these Specifications to Items numbers with the suffix “A”
are Special Provision Items within this Contract. Sections or Articles referred to with a
number without the suffix “A” refer to the Standard Specifications defined above.
4. Local Regulatory Agency(ies): is defined as the governing body or authority having
jurisdiction over or responsibility for a particular activity within the Scope of this Contract.
They may be as specifically defined within the Special Conditions or Special Provisions,
otherwise, the Contractor shall be responsible to determine same in the local area of the
Contract and should be cognizant of the limit of jurisdiction within the project area.
5. These Specifications, where used in the text of the Special Provision Items, shall mean the
Special Provisions of this Contract.
Payment will only be made for items in the Bid Proposal. Other items may be included in the
Standard or Technical Specifications but payment for those items not listed in the Bid Proposal will
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be included in the cost of other items of work. Bid Proposal Items may have alphanumeric
designations consistent with applicable sections or articles in the Standard or Technical
Specifications.
Section I; GENERAL
The Special Provisions shall consist of the improvement plans for the respective project, the construction notes included with the Improvement plans, and the following specifications included with these special provisions. In case of conflict with Standard Specifications, the Special Provisions shall take precedence and shall govern.
All work pertaining to the following special provisions in Section 1 shall not have specific pay items assigned to them; therefore the cost of performing this work shall be included in the cost of the contract
NOTIFICATIONS. The Contractors) will notify the utility companies, governing agencies, Owner and Engineer in writing prior to commencing any work within the Project. The Engineering Department (203) 315-0606 and the town Public Works Department (203) 488-4156 shall be notified at least two (2) working days prior to the commencement of work.
COOPERATION BETWEEN CONTRACTORS. Each Contractor shall cooperate with all other Contractors and the Owner in the execution of his work to avoid interference that might arise if this were not done. Where this is not done, the Owner reserves the right to have necessary changes made to avoid interference. Such changes are to be made at the expense of the Contractors responsible.
PROVISIONS FOR PUBLIC CONVENIENCE AND SAFETY. Construction along existing roadways shall be coordinated with the Town and/or State having jurisdiction to insure that the convenience and safety of the general public and of residents along the roadway shall be provided for in an adequate and satisfactory manner. At no time shall the existing roadways be closed to traffic, unless approved by the Town and/or State having jurisdiction. During construction operations access shall be provided to private property along existing roadways. The Contractors shall be responsible for the installation and maintenance of adequate signs, barricades, steel plating, and warning devices to inform and protect the public.
CONNECTIONS TO EXISTING SERVICES. The Contractors shall make all temporary and permanent connections of every kind to all services and equipment needed (water, power, etc.) at his own expense and to the satisfaction of the Utility Company, the Town and/or State having jurisdiction.
EXISTING UNDERGROUND STRUCTURES AND UTILITIES. The drawings may show the locations of certain underground and overhead utility lines, water mains, gas mains, telephone lines, electric lines, and sewers according to information available in the field and in records. This information is not deemed to be complete. It is the express responsibility of the Contractor to determine the exact location and elevation of all existing facilities, pipes, and lines, and to provide for their proper protection, support and maintenance during all construction operations.
Whenever existing utility lines of any nature are encountered which conflict in location or elevation with proposed construction, the Contractor shall notify the Engineering Department who will assist in arranging for their removal or relocation.
RESTORATION. Contractor is to restore all unpaved areas damaged during construction operation
to their original condition including the fine grading and hydroseeding of areas within easements and
right-of-ways. Any existing curb, pavement or sidewalk disturbed during construction is to be
replaced as required to the satisfaction of the Town or Governmental Agency having jurisdiction.
CONTRACT TIME AND LIQUIDATED DAMAGES. Work shall be completed within 45 days
from the Notice to Proceed. The Contractor shall pay to the Town for each and every calendar day
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(including Saturdays, Sundays, and holidays) that they shall be in default in completing the entire
work in the time stipulated the sum of Three Hundred Dollars ($300.00) per day. The Town shall
have the right to deduct the amount of any such damages from any monies due the Contractor under
this contract. Section II; SPECIAL PROVISIONS
STANDARD SPECIFICATIONS. The following Standard Specifications as included in Form 817 shall be made part of this contract: ITEM No. DESCRIPTION
0813001 Granite Stone Curbing
0813011 Granite Curved Stone Curbing 0921039 Detectable Warning Strips 0944000 Furnish and Place Topsoil 0950005 Turf Establishment 1210105 Epoxy Resin Pavement Markings, Symbols and Legends SPECIAL PROVISIONS The following Special Provisions shall be made part of this contract:
Article 02.02.04 – Method of Measurement. All earth excavation, cutting of bituminous concrete or
concrete, removal and disposal of existing concrete sidewalk, curbing, and bituminous materials, proper
disposal of surplus materials, equipment, tools, materials and labor incidental thereto shall not be
measured for payment but considered incidental to the contract items.
Article 02.02.05 - Basis of Payment. All earth excavation, cutting of bituminous concrete or concrete,
removal and disposal of existing concrete sidewalk, curbing, and bituminous materials, proper disposal of
surplus materials, equipment, tools, materials and labor incidental thereto shall not be paid for as an item
but considered incidental to the contract items.
Item 0209001A – Formation of Subgrade
Section 2.09 is supplemented as follows:
Article 02.09.05 - Basis of Payment. All formation of subgrades, proper disposal of surplus materials,
equipment, tools, materials and labor incidental thereto shall not be paid for as an item but considered
incidental to the contract items.
Items 0406170A, 0406171A, and 0406172A - HMA S1.0, S0.50, S0.375
Section 4.06 is supplemented as follows:
Article 4.06.03 - If more than 3 days passes between the placement of binder course and surface
course, tack coat material shall be furnished and applied to the binder course.
Article 4.06.04 – Method of Measurement:
4. Cut Bituminous Concrete Pavement shall not be measured for payment but
considered incidental to the contract.
5. Material for Tack Coat shall not be measured for payment but considered
incidental to all HMA contract items.
Article 4.06.05 – Basis of Payment:
4. Cut Bituminous Concrete Pavement shall not be paid for but considered incidental
to the contract.
5. Material for Tack Coat shall not be paid for but considered incidental to all HMA
contract items.
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Item 0921001A – Concrete Sidewalks
Section 9.21 is supplemented as follows:
9.21.01—Description: This item shall consist of Portland cement concrete base constructed on a
gravel or reclaimed miscellaneous aggregate base course in the locations and to the dimensions and
details shown on the plans or as ordered and in accordance with these specifications. Article 09.21.02 – Materials is supplemented with the following: Materials for this work shall meet the requirements of Section M.03 for Class “C” Concrete
Processed Aggregate Base shall meet the requirements of Section M.05.01
Welded Wire Fabric shall meet the requirements of Section M.06.01
Article 09.21.03 – Construction Methods is supplemented with the following:
4. Materials for this work shall meet the requirements of Section M.03 for Class “C”
Concrete. Article 09.21.04 – Method of Measurement is supplemented with the following:
3. Processed aggregate base shall not be measured for payment, but the cost shall be
considered as included in the price bid for the sidewalk
6. Construction staking and welded wire reinforcement is considered incidental to the
contract and should be included in the total cost for the project.
Item 0921024A – Concrete Paver Sidewalk
This item shall consist of concrete paver sidewalks and ramps constructed on a stone dust leveling
base and processed aggregate base in the locations and to the dimensions shown on the plans or as
directed by the Engineer. This work shall include all edge restraints, geotextile fabric, and ADA tiles
associated with this item.
Materials: Processed Aggregate Base shall meet the requirements of Section M.05.01
Stone Dust and Joint Sand materials for this work shall be washed, clean, non-plastic, free from deleterious or foreign matter, symmetrically shaped, natural or manufactured from crushed rock that conforms to the following grading requirements:
No. 16 (1.18 mm) 50 to 85 No. 30 (0.600 mm) 25 to 60 No. 50 (0.300 mm) 10 to 30
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No. 100 (0.150 mm) 2 to 10 No. 200 (0.075 mm) 0 to 1
Concrete Pavers: Paver type and pattern shall match existing pavers on Main Street, South Main Street, Montowese Street, etc. in the Town of Branford.
a. Material to comply with material standards set forth in ASTM C 936. b. Color to match existing pavers.
c. Color Pigment to comply with ASTM C 979. d. Average Compressive Strength (C140): 8000 psi per ASTM C 140.
Four representative full-size samples of each paver type that indicates the range of color variation,
thickness, finish and texture expected in the finished installation shall be provided to the Owner.
Accepted samples shall become the standard of acceptance for the work.
Edge Restraints: Provide edge restraints and install around the perimeter of all interlocking concrete paving unit areas as specified by paver manufacturer.
ADA Pavers with truncated domes shall be provided at sidewalk ramps. Pavers are to be ADA Compliant Pavers of contrasting color, and approved by the Owner.
Non-Woven Geotextile Fabric shall be as approved by the Owner.
Construction Methods:
Mock-Up: The Contractor shall install a 6 ft x 6 ft paver area and shall use this area to determine
surcharge of the bedding sand layer, joint sizes, lines, laying pattern(s), color(s) and texture of the
job. This area will be used as the standard by which the work will be judged. Subject to acceptance
by owner, mock-up may be retained as part of finished work. If mock-up is not accepted, the
Contractor shall remove and properly dispose of mock-up and provide a new mock-up for Owner
acceptance.
Excavation shall follow Article 9.21.03.1 of Form 817.
Grading Requirements for Joint Sand
ASTM C 144 ASTM C 144 Natural Sand Manufactured
Sand Sieve Size Percent Passing Percent Passing No. 4 (4.75 mm) 100 100 No. 8 (2.36 mm) 95 to 100 95 to 100 No. 16 (1.18 mm) 70 to 100 70 to 100
No. 30 (0.600 mm) 40 to 75 40 to 100
No. 50 (0.300 mm) 10 to 35 20 to 40 No. 100 (0.150 mm) 2 to 15 10 to 25
No. 200 (0.075 mm) 0 to 1 0 to 10
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Processed Aggregate Base shall follow Article 3.04.03 of Form 817.
Paver Installation: Bedding sand shall be evenly spread over the base course and screed to a nominal
1 in. thickness. Spread bedding sand evenly over the base course and screed rails, using the rails and/or
edge restraints to produce a nominal 1 in. thickness.
Screeded area shall not substantially exceed that which is covered by pavers in one day. Do not use bedding sand to fill depressions in the base surface.
Lay pavers in pattern(s) as approved in the mock-up. Place units hand tight without using hammers.
Make horizontal adjustments to placement of laid pavers with rubber hammers and pry bars as required.
Provide joints between pavers between 1/16 in. and 3/16 in. wide. Joint lines shall not deviate more
than ±1/2 in. over 50 ft. from string lines.
Fill gaps at the edges of the paved area with cut pavers or edge units. Adjust bond pattern at pavement
edges such that cutting of edge pavers is minimized. All cut pavers exposed to vehicular tires shall be
no smaller than one-third of a whole paver.
Use a low-amplitude plate compactor capable of at least minimum of 4,000 lbf at a frequency of 75 to
100 Hz to vibrate the pavers into the sand. Remove any cracked or damaged pavers and replace with
new units.
Simultaneously spread, sweep and compact dry joint sand into joints continuously until full. This will
require at least 4 to 6 passes with a plate compactor. Do not compact within 6 ft of unrestrained edges
of paving units.
All work within 6 ft. of the laying face shall be left fully compacted with sand-filled joints at the end
of each day. Cover the laying face or any incomplete areas with plastic sheets overnight if not closed
with cut and compacted pavers with joint sand to prevent exposed bedding sand from becoming
saturated from rainfall.
Remove excess sand from surface when installation is complete. Surface shall be broom clean after removal of excess joint sand.
ADA ramps shall be constructed utilizing ADA paver tiles, meeting all applicable laws and regulations.
Method of Measurement. This work will be measured by the actual number of square feet of
completed and accepted concrete paver sidewalk.
Basis of Payment. Construction of a concrete paver sidewalk will be paid for at the Contract unit
price per square foot for “Concrete Paver Sidewalk” complete in place, which price shall include all
excavation, formation of subgrades, geotextile fabric, processed aggregate base, stone dust base,
concrete pavers, edge restraints, ADA tiles, proper disposal of surplus materials, equipment, tools,
The Contractor will be required to schedule and request any Municipal Police Officers that may be
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required. Invoices from the Police Department shall be received by the Contractor and forwarded to
the Town for payment.
9.70.05 - Basis of Payment. The cost of Trafficperson (Municipal Police Officer) is a pass-
through cost without markup or any additional fees.
Item 0970007A – Trafficperson (Uniformed Flagger)
The Contractor will be required to provide and schedule any Uniformed Flaggers that may be
required. All Uniformed Flaggers provided for the job shall be certified.
9.70.05 - Basis of Payment. The cost of Trafficperson (Uniformed Flagger) work shall not be
paid for as an item, but considered incidental to the contract.
Item 0971001A – Maintenance and Protection of Traffic
All traffic control signage and devices shall be incidental to the contract and included in the
total cost for the project. The following conditions shall be met by the Contractor in reference
to all Traffic Control and Protection provisions of this contract:
1. The Contractor may not close any street during any operations without explicit
approval from the Town and State DOT.
2. The Contractor shall allow all local traffic to travel on all streets and to allow vehicular
access to private property within the scope of these improvements except where traffic control
devices expressly forbid such access.
3. All placements of signage and barricades shall be in accordance with the 817 and Manual on
Uniform Traffic Control Devices (MUTCD).
9.71.05 - Basis of Payment. This work shall not be paid for as an item, but considered
incidental to the contract.
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TOWN OF BRANFORD
Bid Proposal Sheet
Bid Proposal for: Tyler’s Green Beautification – Phase I We hereby propose to furnish all labor and materials required for the above referenced project in
accordance with the instructions to bidders, request for proposal, plans and specifications.
We hereby propose to furnish all labor, equipment and materials required by the contract documents
as follows:
TYLERS GREEN BEAUTIFICATION - PHASE I
BASE BID
ITEM No. DESCRIPTION
ENGINEER'S ESTIMATED
QTY UNIT PRICE EXTENDED AMOUNT
1 HMA S1.0 - ROADWAY 22 T
2 HMA S0.375 - ROADWAY 15 T
3 STONE CURBING 980 LF
4 CURVED STONE CURBING 120 LF
5 CONCRETE SIDEWALK 2200 SF
6 CONCRETE SIDEWALK RAMP 160 SF
7 DETECTABLE WARNING STRIPS 4 EA
8 FURNISH AND PLACE TOPSOIL 945 SY
9 TURF ESTABLISHMENT 945 SY
10 EPOXY RESIN PAVEMENT MARKINGS 330 SF
TOTAL BASE BID PRICE $
WRITTEN BASE BID PRICE
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ALTERNATE BID
ITEM No. DESCRIPTION
ENGINEER'S ESTIMATED
QTY UNIT PRICE EXTENDED AMOUNT
1 HMA S1.0 - ROADWAY 22 T
2 HMA S0.375 - ROADWAY 15 T
3 STONE CURBING 980 LF
4 CURVED STONE CURBING 120 LF
5 CONCRETE PAVER SIDEWALK 2360 SF
6 FURNISH AND PLACE TOPSOIL 945 SY
7 TURF ESTABLISHMENT 945 SY
8 EPOXY RESIN PAVEMENT MARKINGS 330 SF
9 TRAFFICPERSON - MUNICIPAL OFFICER 7500 est $ - $ 7,500.00
TOTAL ALTERNATE BID PRICE $
WRITTEN ALTERNATE BID PRICE
Company Name: __________________________________________
__________________________________________
Company Address: __________________________________________
__________________________________________
Company Contact Person & Phone Number: _________________________________________
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ATTACHMENTS – Contractor is to attach the following:
1. Bid Bond
2. Bid Proposal
3. Non-collusion affidavit
*Please attach a list of references with contact information & comparable work completed
Addenda: The undersigned acknowledges receipt of the following addenda to the Contract
___________________________________ Date ________________
Title:
CLASSIFICATION Hourly Rate Benefits
Green Beautification Project - Phase I (Branford)Project:
Minimum Rates and Classifications forHeavy/Highway Construction
ID#:
Branford
By virtue of the authority vested in the Labor Commissioner under provisions of Section 31-53 of the GeneralStatutes of Connecticut, as amended, the following are declared to be the prevailing rates and welfarepayments and will apply only where the contract is advertised for bid within 20 days of the date on which therates are established. Any contractor or subcontractor not obligated by agreement to pay to the welfare andpension fund shall pay this amount to each employee as part of his/her hourly wages.
Project Number: BranfordState#:
Project:
FAP#:Project Town:
Green Beautification Project - Phase I (Branford)
BranfordBranford
Connecticut Department of Labor Wage and Workplace Standards Division
20) Change House Attendants, Powder Watchmen, Top on Iron Bolts 37.54 22.15 + a
21) Mucking Machine Operator 40.31 22.15 + a
----TRUCK DRIVERS----(*see note below)
Two axle trucks 29.86 25.79 + a
Three axle trucks; two axle ready mix 29.97 25.79 + a
Three axle ready mix 30.03 25.79 + a
Four axle trucks, heavy duty trailer (up to 40 tons) 30.08 25.79 + a
Four axle ready-mix 30.13 25.79 + a
Heavy duty trailer (40 tons and over) 30.35 25.79 + a
As of: May 22, 2020
Green Beautification Project - Phase I (Branford)Project:
Specialized earth moving equipment other than conventional type on-the road trucks and semi-trailer (including Euclids)
30.13 25.79 + a
----POWER EQUIPMENT OPERATORS----
Group 1: Crane handling or erecting structural steel or stone,hoisting engineer (2 drums or over), front end loader (7 cubic yards orover), Work Boat 26 ft. & Over, Tunnel Boring Machines. (TradeLicense Required)
42.45 25.30 + a
Group 2: Cranes (100 ton rate capacity and over); Excavator over 2cubic yards; Piledriver ($3.00 premium when operator controlshammer); Bauer Drill/Caisson. (Trade License Required)
42.11 25.30 + a
Group 3: Excavator/Backhoe under 2 cubic yards; Cranes (under 100ton rated capacity), Gradall; Master Mechanic; Hoisting Engineer (alltypes of equipment where a drum and cable are used to hoist or dragmaterial regardless of motive power of operation), Rubber TireExcavator (Drott-1085 or similar);Grader Operator; Bulldozer FineGrade (slopes, shaping, laser or GPS, etc.). (Trade License Required)
41.32 25.30 + a
Group 4: Trenching Machines; Lighter Derrick; Concrete FinishingMachine; CMI Machine or Similar; Koehring Loader (Skooper)
40.91 25.30 + a
Group 5: Specialty Railroad Equipment; Asphalt Paver; AsphaltSpreader; Asphalt Reclaiming Machine; Line Grinder; ConcretePumps; Drills with Self Contained Power Units; Boring Machine; PostHole Digger; Auger; Pounder; Well Digger; Milling Machine (over 24
40.28 25.30 + a
Group 5 continued: Side Boom; Combination Hoe and Loader;Directional Driller.
40.28 25.30 + a
Group 6: Front End Loader (3 up to 7 cubic yards); Bulldozer (roughgrade dozer).
39.95 25.30 + a
Group 7: Asphalt Roller; Concrete Saws and Cutters (ride on types);Vermeer Concrete Cutter; Stump Grinder; Scraper; Snooper; Skidder;Milling Machine (24
39.59 25.30 + a
Group 8: Mechanic, Grease Truck Operator, Hydroblaster, BarrierMover, Power Stone Spreader; Welder; Work Boat under 26 ft.;Transfer Machine.
39.17 25.30 + a
Group 9: Front End Loader (under 3 cubic yards), Skid Steer Loaderregardless of attachments (Bobcat or Similar); Fork Lift, PowerChipper; Landscape Equipment (including hydroseeder).
38.71 25.30 + a
Group 10: Vibratory Hammer, Ice Machine, Diesel and Air Hammer,etc.
36.54 25.30 + a
Group 11: Conveyor, Earth Roller; Power Pavement Breaker(whiphammer), Robot Demolition Equipment.
36.54 25.30 + a
Group 12: Wellpoint Operator. 36.48 25.30 + a
As of: May 22, 2020
Green Beautification Project - Phase I (Branford)Project:
Group 13: Compressor Battery Operator. 35.86 25.30 + a
Group 14: Elevator Operator; Tow Motor Operator (Solid Tire NoRough Terrain).
Green Beautification Project - Phase I (Branford)Project:
ALL Cranes: When crane operator is operating equipment that requires a fully licensed craneoperator to operate he receives an extra $4.00 premium in addition to the hourly wage rate and benefitcontributions:
Welders: Rate for craft to which welding is incidental.*Note: Hazardous waste removal work receives additional $1.25 per hour for truck drivers.**Note: Hazardous waste premium $3.00 per hour over classified rate
Crane with 150 ft. boom (including jib) - $1.50 extra
Crane with 200 ft. boom (including jib) - $2.50 extra
Crane with 250 ft. boom (including jib) - $5.00 extra
Crane with 300 ft. boom (including jib) - $7.00 extra
Crane with 400 ft. boom (including jib) - $10.00 extra
1) Crane handling or erecting structural steel or stone; hoisting engineer (2 drums or over)2) Cranes (100 ton rate capacity and over) Bauer Drill/Caisson3) Cranes (under 100 ton rated capacity)
All classifications that indicate a percentage of the fringe benefits must be calculated at the percentage ratetimes the "base hourly rate".
Apprentices duly registered under the Commissioner of Labor's regulations on "Work Training Standards forApprenticeship and Training Programs" Section 31-51-d-1 to 12, are allowed to be paid the appropriatepercentage of the prevailing journeymen hourly base and the full fringe benefit rate, providing the work siteratio shall not be less than one full-time journeyperson instructing and supervising the work of eachapprentice in a specific trade.
The Prevailing wage rates applicable to this project are subject to annual adjustmentseach July 1st for the duration of the project. Each contractor shall pay the annual adjusted prevailing wage rate that is in effect eachJuly 1st, as posted by the Department of Labor. It is the contractor's responsibility to obtain the annual adjusted prevailing wage rateincreases directly from the Department of Labor's website. The annual adjustments will be posted on the Department of Labor's Web page:www.ct.gov/dol. For those without internet access, please contact the division listedbelow. The Department of Labor will continue to issue the initial prevailing wage rate scheduleto the Contracting Agency for the project. All subsequent annual adjustments will be posted on our Web Site for contractoraccess. Contracting Agencies are under no obligation pursuant to State labor law to pay anyincrease due to the annual adjustment provision.
Effective October 1, 2005 - Public Act 05-50: any person performing the work of any mechanic, laborer,or worker shall be paid prevailing wage
All Person who perform work ON SITE must be paid prevailing wage for theappropriate mechanic, laborer, or worker classification.
All certified payrolls must list the hours worked and wages paid to All Personswho perform work ON SITE regardless of their ownership i.e.: (Owners,Corporate Officers, LLC Members, Independent Contractors, et. al)
Reporting and payment of wages is required regardless of any contractualrelationship alleged to exist between the contractor and such person.
~~Connecticut General Statute Section 31-55a: Annual Adjustments to wage rates by contractors doing
As of: May 22, 2020
Green Beautification Project - Phase I (Branford)Project:
~~Unlisted classifications needed for work not included within the scope of theclassifications listed may be added after award only as provided in the laborstandards contract clause (29 CFR 5.5 (a) (1) (ii)).
Please direct any questions which you may have pertaining to classification of work and payment ofprevailing wages to the Wage and Workplace Standards Division, telephone (860)263-6790.
As of: May 22, 2020
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Typewriter
ATTACHMENT B
TE
SECTION A-ATYPICAL SECTION
2" BITUMINOUS CONCRETE - CLASS 2 (MARSHALL)HMA S0.375 PG64-22 (SUPERPAVE)
3" BITUMINOUS CONCRETE - CLASS 4 (MARSHALL)HMA S1.0 PG64-22 (SUPERPAVE)