HomeMy WebLinkAboutDEAL Concrete Corp. RESOLUTION 2019-858
ADOPTED DOC ID: 15619
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2019-858 WAS
ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON
OCTOBER 8, 2019:
RESOLVED that the Town Board of the Town of Southold authorizes and-directs the Town
Supervisor Scott A. Russell to execute a contract with DeAI Concrete Corp.pursuant to the
terms and conditions of the accepted contract#ADA-090519-A1 awarded September 4, 2019 by
Suffolk County, and extended to the Town of Southold pursuant to §103(16) of the General
Municipal Law, for the repair of sidewalks within the Village of Greenport, at a cost not to
exceed Fifty Thousand Dollars ($50,000), as authorized by the US Department of Housing and
Urban Development's Community Development Block Grant program and an intermunicipal
agreement with the Village of Greenport, subject to approval by the Town Attorney, and funded
from budget line CD.8660.K.045.016.
Elizabeth A.Neville
Southold Town Clerk
RESULT: ADOPTED [UNANIMOUS]
MOVER: Jill Doherty, Councilwoman
SECONDER:William P. Ruland, Councilman
AYES: Dinizio Jr, Ruland, Doherty, Ghosio, Evans, Russell
AGREEMENT
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THIS AGREEMENT, made on the `7 'day of 6eta43�er, 2019, by and between the
Town of Southold, a municipal corporation of the State of New York having its principal
place of business at 53095 Main Road, Southold, New York,hereinafter called the
"Town" and DeAI Concrete Corp.,having its principal place of business at 11 Haverford
Lane, Coram,NY 11727, hereinafter called the"Contractor".
WITNESSETH:
WHEREAS, Contractor has submitted to the Suffolk County a bid opened in the
office of the Suffolk County Clerk on July 26, 2019, ("Bid") in response to the Suffolk
County's sidewalk construction and installation needs;
WHEREAS, specifically referenced and incorporated in said bid proposal was an
undertaking pursuant to the General Municipal Law where in the Contractor agreed that
any bid proposal offered could be accepted by other municipalities;
WHEREAS, after a public bidding period, the Contractor's bid was awarded and
a contract was then entered into on September 5, 2019 between the Contractor and
Suffolk County, a governmental agency;
1
WHEREAS, in accordance with §103(16) of the General Municipal Law, the
September 5, 2019 contract between the County of Suffolk and the Contractor, and the
Extension of Contract to Political Subdivisions provisions of the bid proposal, the Town
of Southold wishes to `piggyback' on to such contract award, a copy of which is attached
hereto as Exhibits "B"; and
WHEREAS, the Town Board of the Town of Southold by Resolution No.
4—N8�9 adopted on October 2A 2019 authorized the Town Supervisor to enter into an
agreement with the Contractor to perform said sidewalk construction and installation
services on Sixth Street, Greenport forth in the service pricing sheet from contract ADA-
090-519-A1 detailed in Exhibit"A", and in cooperation with an intermunicipal
agreement with the Village of Greenport; and
NOW, THEREFORE, it is mutually covenanted and agreed by and between the
parties hereto as follows:
I. DEFINITIONS
Terms defined in the Bid Solicitation shall have the same meaning as if
defined herein. For the purposes of this agreement where Exhibits specify"Suffolk
County" and "County of Suffolk"the word "Southold" shall be substituted with the same
force and effect as contained therein.
II. SCOPE OF SERVICES
The Contractor shall perform sidewalk construction repair and installation
services in accordance with the description of those services as set forth specifications of
the service pricing sheet from contract ADA-090-519-A1 detailed in Exhibit"A", Bid
Specifications for Suffolk County Bid#19/0271LPWI and the Contract Award of
September 5, 2019, thereto as Exhibit`B", all construction to be completed by April 1,
2020.
III. TERM OF AGREEMENT
The term of this Agreement shall be from the date of execution until
September 4, 2020.
IV. PRICE SCHEDULE/COMPENSATION
The total cost of the of the agreement shall not exceed Fifty Thousand Dollars ($50,000)
for the construction and installation of sidewalks and its necessary accessories per the
specifications of the Bid Specifications for Suffolk County Bid#19/0271 LPWI and set
forth in the service pricing sheet ADA-090-519-A1 as found in Exhibit,"A". It is
understood that upon reaching the Fifty Thousand Dollars ($50,000) authorized the
Contractor shall cease any and all operations on behalf of the Town of Southold. Any
continued operations in excess of the authorized Fifty Thousand Dollars ($50,000)will
require the Contractor to directly contract with the Village of Greenport.
V. PAYMENTS
A. The Contractor acknowledges that the source of funding for this
project is from a Community Development Block Grant provided by the US Department
of Housing and Urban Development (hereinafter HUD). Payment is contingent upon a
release of funds from HUD. Contractor shall be obligated to generate and submit any and
all requisite HUD reportings prior the submission of a voucher for payment.
The Contractor shall receive payments for services performed during the
prior calendar month after inspection and approval by the Department of Public Works.
The Contractor shall submit a request for payment on a Town approved voucher form
along with Contractor's invoice which shall include a summary of the scope of work
performed and certified payroll records as applicable.
The Town shall pay the Contractor upon the submission of a voucher at the
completion of the project. Such voucher shall be due and payable within 45 days after
receipt of such voucher, but such sum shall not be due and payable by the Town until a
release of funds letter is received by the Town from HUD, and the Town Board of the
Town has audited and approved for payment the voucher to be submitted by Contractor
in connection therewith.
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The Town Board shall process any voucher received from Contractor as
expeditiously as possible. In the event that the Town disputes or objects to any portion of
any voucher submitted by Contractor pursuant to this paragraph, the Town shall, within
30 days of the receipt of such voucher,notify Contractor in writing of such dispute or
objection. Contractor acknowledges that Contractor is familiar with the requirements of
section 118 of the Town Law which, in effect,prohibit payment of any of Contractor's
claims against the Town unless an itemized voucher therefore shall have been presented
to the Town Board or Town Comptroller and shall have been audited and allowed by the
Town Board or Town Comptroller.
The acceptance by the Contractor of payment shall be, and shall operate as a
release to the Town from all claims and all liabilities to the Contractor for all the things
done or furnished in connectionwith this work and for every act and neglect of the Town
and others relating to or arising out of, this Contract,up to the date of the voucher, except J
Contractor's claims for interest upon the final payment, if this payment be improperly
delayed. No payment,however final or otherwise, shall operate to release the Contractor
or its sureties from any obligations under this Contract.
The Town shall be entitled to deduct from any payment owning to Contractor any
sums expended by the Town to cure any default or other Agreement non-compliance by
Contractor or to protect the Town from loss on account of claims filed or reasonably
anticipated to be filed.
VI. CONTRACTOR'S WARRANTIES AND REPRESENTATIONS
Contractormakes the following warranties and representations:
A. Contractor represents that the Town has made no commitment
under this Agreement with respect to the volume of projects to be supplied during the
term of this Agreement.
B. Contractor warrants that Contractor shall comply with all federal,
state and local laws, ordinances, and regulations applicable to all of the services to be
performed by Contractor.
C. The Contractor represents that Contractor shall utilize its best
efforts to insure that Minority and Women Owned Businesses (MBE's and WBE's)have
the opportunity to participate as subcontractors under this Agreement. In the event,the
Contractor subcontracts twenty-five percent(25%) or more of its work hereunder,
Contractor shall submit to the Town a WBE Utilization Plan,prior to execution of this
Agreement.
' -3-
VII. INDEMNIFCATION INSURANCE/BONDS
A. Contractor agrees to defend, indemnify and save harmless the
Town of Southold against any and all liability, loss, damage, detriment, suit, claim,
demand, cost, charge, attorneys' fees and expenses of whatever kind or nature which the
Town may directly or indirectly incur, suffer or be required to pay by reason of or in
consequence of the Contractor carrying out or performing under the terms of this
Agreement, or failure to carry out any of the provisions, duties, services or requirements
of this Agreement, whether such losses and damages are suffered or sustained by the
Town directly or by its employees, licensees, agents, engineers, citizens or by other
persons or corporations, including any of Contractor's employees or agents who may seek
to hold the Town liable therefore. This obligation shall be ongoing, shall survive the
term of this Agreement and include, but not be limited to, claims concerning non-sudden
environmental impairments.
The Contractor shall join in the commencement of any action or
proceeding or in the defense of any action or proceeding which in the opinion of the
Town constitutes actual or threatened interference or interruption with the Town's rights
hereunder, including all appeals which, in the opinion of the Town, may be necessary.
B. Contractor shall procure and maintain the insurance described in
Exhibit`B" for a period commencing on the date of this Agreement and terminating no
earlier than one year following termination of services under this Agreement. All such
insurance coverage shall name the Town as an additional insured and shall provide that
the coverage shall not be changed or canceled until thirty(3 0) days written notice has
been given to the Town. All such insurance shall be issued by a company duly
authorized to transact business in the State of New York and acceptable to the Town and
shall include all riders and additional coverage necessary to insure that Contractor will be
financially able to meet its obligations under the foregoing indemnification.
VIII. FORCE MAJEURE
If either party is delayed or prevented from fulfilling any of its obligations
under this Agreement due to any act, event or condition, whether affecting the Town, the
Contractor, or the Destination Site, to the extent that it materially and adversely affects
the ability of either party to perform any obligation hereunder(except for payment
obligations), and if such act, event or condition is beyond the reasonable control and is
not also the result of the willful or negligent action, inaction, or fault of the party relying
thereon as justification for not performing an obligation or complying with any condition
required of such party under the Agreement, the time for fulfilling that obligation shall be
extended day-by-day for the period of the uncontrollable circumstance; provided,
however, that the contesting in good faith or the failure in good faith to contest such
action or inaction shall not be construed as willful or negligent action or a lack of
reasonable diligence of either party. Subject to the foregoing; such acts or events shall
include the following:
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(1) an act of God (but not including reasonable anticipated weather
conditions for the geographic area of the Town or Destination Site) hurricane, landslide,
lightning, earthquake, fire, explosion, flood, sabotage or similar occurrence, acts of a
public enemy, extortion, war,blockade or insurrection, riot or civil disturbance;
(2) the failure of any appropriate federal, state, county, town or local
public agency or private utility having jurisdiction in the areas in which the Contractor is
located to provide and maintain utilities, services, water and sewer lines and power
transmission lines which are required for the operation;
(3) governmental pre-emption of materials or services in connection
with a public emergency or any condemnation or other taking by eminent domain of any
portion of the Contractor's facilities; and
(4) the presence of hazardous waste upon,beneath or migrating from
the Contractor Facilities.
It is specifically understood that none of the following acts or conditions
shall constitute uncontrollable circumstances: (a) general economic conditions, interest
or inflation rates, or currency fluctuations; (b) the financial condition of the Town, the
Contractor, any of its affiliates or any subcontractor; (c)union work rules,requirements
or demands which have the effect of increasing the number of employees employed
otherwise increasing the cost to the Contractor of operating its haul operation or the
Destination Site; (d) equipment failure; (e) any impact of prevailing wage law, customs
practices on the Contractor's costs; (f) any act, event or circumstances occurring outside
of the United,States; or(g) any change in law or in the permit conditions or status.
IX. SUBCONTRACTS
Contractor shall not enter into any subcontracts in connection with the
services to be performed by Contractor hereunder without the prior written approval by
the Town of such subcontracts. All such subcontracts shall make express reference to the
terms and conditions of this Agreement and shall obligate the subcontractor to comply
with all applicable federal, state and local laws, ordinances or regulations relating to the
services to be performed under the subcontract. In the event the subcontractor is required
to furnish any insurance or bonds for the benefit of Contractor, the Town shall also be
-named as an additional insured or obligee.
X. PREVAILING WAGE RATES
Contractor agrees to comply with the provisions of the New York State
Labor Laws and the Federal Davis-Bacon wage determination relating to the payment of
prevailing wage rates to the extent applicable. In the event that at any time during
performance under this Agreement the Contractor is required to increase the wages paid
-5-
to any of its employees as a result of such requirement, all costs shall be borne
exclusively by Contractor.
XI. DEFAULT
In the event the Contractor fails to perform its obligations under the
Agreement, the Town may terminate the Agreement,procure the services from other
sources and hold the Contractor responsible for any costs incurred. The Town may also
deduct such costs from payments owing to the Contractor. The Town reserves the right
to terminate the Agreement for just cause.
XII. LIMITATION OF FUNDS
The Contractor agrees that this Agreement shall be deemed executory only
to the extent of the funds currently available for the purposes of this Agreement and that
the Town incurs no liability beyond those available by authorization of the Town Board
as of the date of this Agreement.
XIII. DISPUTES/ARBITRATION
Any disputes between the parties to this Agreement may be referred to
arbitration by mutual agreement of the parties. Absent such an agreement, any actions or
claims by either party hereto shall be commenced in Supreme Court, Suffolk County,
New York.
In the event the parties agree to arbitrate a dispute, such arbitration shall
be conducted in accordance with the rules of the American Arbitration Association. In
no event shall any demand for arbitration be made after the date when institution of legal
or equitable proceedings based on such claim or dispute would be barred by the
applicable statute of limitations. An award rendered by arbitrators following any such
arbitration shall be final and judgment may be entered upon it in accordance with
applicable law in any court having jurisdiction thereof.
XIV. MISCELLANEOUS
A. This Agreement shall be governed by the laws of the State of New
York.
B. Contractor shall not assign, convey or otherwise transfer its rights
or obligations under this Agreement without the prior written consent of the Town.
C. This Agreement, including all Exhibits and documents referred to
herein, along with the Specifications, Solicitation and the Bid, and all Appendices and
Exhibits thereto, represent the entire agreement between the Town and Contractor
relating to the services to be performed hereunder. This Agreement may be modified
only by written agreement of Contractor and the Town.
-6-
D. To the extent of any inconsistency among the documents
constituting the agreement of the parties, the priority among those documents shall be:
1. This Agreement;
2. Service Pricing Sheet ADA-090-519-A1;
3. Suffolk County Bid#19/0271LPWI;
E. Without limiting any other right and/or remedy which the Town
may have at law or under this Agreement, if the Contractor is adjudged bankrupt ar
makes an assignment for the benefit of creditors or a receiver is appointed for the
Contractor or any insolvency arrangement proceedings are instituted by or against the
Contractor, the Town may terminate this Agreement.
F. Contractor agrees that it will conduct itself consistent with its
status, said status being that of an independent contractor and, Contractor, its employees
or agents will neither hold themselves out nor claim to be an officer or employee of the
Town of Southold nor make claim to any right accruing thereto including, but not limited
to, Worker's Compensation, Unemployment Benefits, Social Security or retirement
membership or credit.
G. If any provision of this Agreement shall for any reason he held to
be invalid or unenforceable, the invalidity or unenforceability of such provision shall not
affect any of the remaining provisions of this Agreement and this Agreement shall be
enforced as if such invalid and unenforceable provision had not been contained herein.
H. Contractor agrees that it shall not discriminate and that it shall
cause there to be no discrimination against any employee who is employed in the work,
or against any applicant for such employment,because of race, religion, color, sex, age,
marital status,handicap or national origin in any manner prohibited by the laws of the
United States or of the State of New York. These requirements shall include,but not be
limited to, the following: employment; upgrading, demotion or transfer; recruitment or
recruitment advertising; layoffor termination; rates of pay or other forms of
compensation; and selection for training.
XV. NOTICES
All notices required to be given hereunder shall be made in writing by first
class mail addressed as follows:
If to the Town: Supervisor of the Town of Southold
Town Hall
53095 Main Road
P.O. Box 1179
Southold,New York 11971-0959
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With a copy to: Department of Public Works
Town of Southold
53095 Main Road
P.O. Box 1179
Southold,NY 11971-0959
If to the Contractor: DeAI Concrete Corp.
11 Haverford Lane
Coram,NY 11727
XVI. REQUIRED PROVISIONS OF LAW
Each and every provision of law and clause required by law to be inserted in this
Contract shall be deemed to have been inserted herein. If any such provision is not
inserted, through mistake or otherwise, then upon the application of either party, this
Contract shall be physically amended forthwith to make such insertion. In particular, the
Contractor shall, among other things, fully comply with:
(a) Labor Law section 220-e and Executive Law sections 291-299 and the
Civil Rights Law relating to prohibition against discrimination and
providing equal opportunity.
(b) Affirmative action as required by the Labor Law.
(c) Prevention of dust hazard required by Labor Law section 222-a.
(d) Preference in employment of persons required by Labor Law section 222.
(e) Eight-hour workday as required by Labor Law section 220(2).
(f) The parties hereto, in accordance with the provisions of section 220(3) of
the Labor Law,hereby agree that there shall be paid each employee
engaged in work under this Contract not less than the wage rate and
supplements set opposite the trade or occupation in which he/she is
engaged,which are the wage rates and supplements established as the
prevailing rate of wages for the work covered by this Contract.
i. Labor classifications not appearing on the schedule of wages can
be used only with the consent of the Owner and then the rate to be
paid will be given by the Owner after being advised by the
Department of Labor.
ii. The Contractor shall post in a prominent and accessible place on
the site of the work a legible statement of all wage rates and
supplements,as specified in the Contract, for the various classes of
mechanics, workingmen/women, or laborers employed on the
work.
XVI. AUTHORITY FOR EXECUTION ON BEHALF OF THE TOWN
The Supervisor has executed this Agreement pursuant to a Resolution adopted by
the Town Board of the Town of Southold, at a meeting thereof held on October
2019. Scott A. Russell, Supervisor, whose signature appears hereafter, is duly authorized
and empowered to execute this instrument and enter into such an Agreement on behalf of
the Town. This instrument shall be executed in duplicate. At least one copy shall be
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permanently filed,after execution thereof,in the office of the Town Clerk,Elizabeth
Neville.
IN WITNESS WHEREOF,the parties hereto have executed this Agreement on
the day and year first above written,
TOWN OF S OLD
By:
Scott A. Russell, guipervisor
a
DeAI CONCRETE CO
13
ian DeAimeida President
STATE OF NEW YORK)
)ss.:
COUNTY OF SUFFOLK)
On this 21 stday of October in the year 2019 before me,the undersigned,
personally Brian DeAlmeidaa Authorized Agent of DeAI Concrete Corp.personally
known to me or proved to me on the basis of satisfactory evidence to be the individual
whose name is subscribed to the within instrument and acknowledged to me that he
executed the same in his capacity and that by his signature on the instrument,the
individual or the person upon whose behalf of which the individual acted, executed the
instrument. MILAGROS DAS1LVA
Notary Public,State of New York
Reg. No.01 DA6341723
Qualrfied in SutfolK County
Commission Expim 05/09/2020 'Nota
0.—- --
otary Public
STATE OF NEW YORK)
)ss.:
COUNTY OF SUFFOLK)
LL11 i'
r101)Q1rl '
On this "7 day of Ociaber in the year 2019 before me, the undersigned,
personally appeared SCOTT A.RUSSELL,personally known to me or proved to me on
the basis of satisfactory evidence to be the individual whose name is subscribed to the
within instrument and acknowledged to me that he executed the same in his capacity and
that by his signature on the instrument, the individual or the person upon whose behalf of
which the individual acted, executed the instrument.
Notary Public
LAUREN M.STANDISH
Notary Public-State of New York
No.01ST6164008
Llualifled in Suffolk County
ft ntmission Expires April 9,2023
Exhibits
{
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
MM NIIM F-R QU�IfY ITEM WMi UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
RELOCATE SIGN PANEL,SIGN PANEL ASSEMBLY
SIZE I ER 30 SF)
647.31 1 1 5300.00 $300.00
PER EACH
REMOVE STORE SIGN PANEL,SIGN PANEL
ASSEMBLY SIZE I(UNDER 30 SF)
64741 1 S5000 $50.00
YEREAUhl
REMOVE AND DISPOSE SIGN ANEL,SIGN PANEL
ASSEMBLY SIZE I(UNDER 30 SF)
647 51 1 $5000 S5000
PER EACH
REMOVE AND DISPOSE SIGNS,GROUND MOUNTED
TYPE A SIGN SUPPORTS AND FOUNDATIONS SIZE I $50,00 550.00
64761 I (UNDER 3 SF)
1
PER EACH
REPLACEMENT OF EXISTING D AGE GRATES
655.05170010 1 $2,000 00 $2,000.00
PER EACH;
CAST MANE F3,MOUNTABLE CURB BOX CM3
AND RETICULINS GRATE G3 t 53,000 00 S3,00000
6550703 1
PER EACH
CAST FRA&ffi F3,WITHOUT CURB BOX
AND WITH RETICULINS GRATE G3 S2,800.00 S2,80000
655.07030010 1
PER EACH
(,AST F3, i TABLE CURB B X CU3
AND RHTICULINE GRATE G3
655.0706 1 1 $3,000.00 53,000.00
PEREACHI
S OLL S i _
655 10000088 1 5800 UO S80000
MAN)iPER EACH
OLE FRANE AND GRATE
i
6551201 1 S2,00000 S2,00000
I
PER EACH
MANHOLE F ( ER
6551202 1 1 S2,000.00 52,000.00
i
PER EACHI
FOUNDATION FOR LIGHT STAND
670.0106 1 I S2,00000 $2,00000
PER EA H
FOUNDATION FOR LIG T ST ARDS( FT)
670,0108 1 1 52,400.00 S2,400.00
PER EACH
BREAKAWAY TRANSFORMER BASE(ALUIVIINUM)
67019 1 1 S63000 563000
PER EACH;
25 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
SINGLE CONDUCTOR CABLE#6 GAGE I
6707004 1 $2.00 $200
PER LF
SINGLE CONDUCTOR CABLE#10 GA—UE
6707006 1 51.20 $1.20
I
PER LF i
SINGLE CONDUCTOR DIRECT BURIAL CABLE
'2 GAGE
670.7104 1 $365 S365
PER LF
REMOVE LAMPPOST FOUNDATION
67082 1 $100.00 $10000
PER EACH
RELOCATE LAMPPOST ASSEMBLY
INCLUDING FOUNDATION)
670.90 l S45000 5450.00
PER EACH
POLE EXCAVATION AND CONCRETE FOUNDATION
6805001 2 $3,60000 57,20000
PER CY
ALTER ELEVATION OF PULLBOXES
680 51000010 1 $900.00 $900.00
PER EACH'
PULLBOX,REC T AR F (,ED
CONCRETE(26 INCH X 18 IN I
680 51050088 1 I S2,40000 52,400.00
PER EA H,
1FISTALL PULLB X
680.51050089 ] I S40000 S40000
PER EACH'
PLASTICPULLBOX
680.51060088 1 5445.00 S44500
PER.EACHI
LEAN EXISTING ULLBOXES
t
680.51100010 1 S135.00 S13500
PER EACH.
CONDUIT,METAL STEEL,ZINC COATED,I"
680.520103 30 $1200 $36000
PER LF
CONDUIT,METAL STEEL,ZINC COATED,2"
680520106 100
S1600 $1,600.00
i
PER LF
CONDUIT,METAL STEEL,ZINC COATED,3-
680520108
"680520108 30 ! S24.00 S720.00
PER LF
26 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090619-Al
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2—TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46—WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519—A1
ITEMIZED PROPOSAL-AREA#2
APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
ITEM NUMBER QUANTITY
CONDUIT JACKING OR BORING
5145.00 $10,875.00
680.53 75
PERLF
DIDU TANCE LOOP 1NSTALLAT ON I
519.00 S9,500.00
68054 500
PER LF
IN TALL SIGNAL POST
S46500 S930.Q0
680.67000189 2
PER EACH
INSTALL SIGNAL POST AND MODIFY E TWG I
FOUNDATION
5985.40 $1,970.00
680.67000289 2
PER EACH
TRAFFIC SIGN IAL POLE-POST TOP MOUNT I
5 FEET MOt7NT1NGHEIGHT --I 5990.00 S1,98000
6806705 2
PER EACH;
TRAFFIC SIGNAL POLE-POST TOP MOUNT
12 FEET MOUNTING HEIGHT
680 6712 2 $1,115.00 52,230.00
I
PER EACH
T FIC IGN POLE- OST T P MOUNT,
10 FEET MOUNTING DIGHT 51,100.00 $2,20000
6806710 2
PER CH
5 GLE SPAN W -ASSEMBLY
680.7001 1 $880.00 $880.00
PER EACH,
MXTENDANWIPEC� SS Y
680 70010188 tS39000 $39000
ABLE _
680.71 300 f S1.20 ::$3:6000
PER LFI
INDUC LANCE LOUP
68072 700 $120 S840.00
PER LF,
S GNAL CABLE,2 C NDUCT S.",14 AWG
680.730214 400 S1.70 S68000
s
PER LF
SIGNAL CABLE,5 CONDUCTO ,k14 AWG
680.730514 400 $2.50 S1100000
PER LF,
SIGNAL CABLE,10 CONDUCTORS,#14 AWG ?
i
680.731014 80 t 53.00 $240.00
PER LF t
27 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
]TEM NUMBER APPROX ITEM"hTTH UNIT BID PRICE WRITTEN INT WORDS UNIT PRICE AMOUNT BID
QUANTITY
SIGNAL CABL ,20 CONDUCTORS,#14 AWG
680,732014 80 $420 $336.00
I
PER LFI
INSTALL TRAFFIC SIGNAL CABLE y
680.73211189 40 S165 $66.00
SHIELDED CO2MMUi IICATION CABLE, PER L-F
3 PAIRS,#14 AWG ;
680 750314 1 $3.30 $3.30
PER LF
SHIELDED COMMUNICATION CABLE,
6 PAIRS,#19 AWG
680 750619 1 $300 $300
PER LF
SHIELDED COlv]MUN]CATION CABLE-V,TTH
INTEGRAL MESSENGER,6 PAIRS,#19 AWG
680.760619 1 1 S3"00 53.00
PER LF
MODIFICATIONS TO TRAFFIC SIGNAL
INSTALLATION
680.77000089 1 I $500.00 S50000
PER LS
ALTER PULL OX FOR CONDUrf y
680.78010005 1 $550.00 $550.00
PER EACHI
ALTER CONDUIT GROUP FOR PULLBUX
680 78020005 1 S820"00 $820.00
PER EACH;
REMO AI I
680.79001189 1 y S1,40000 $1,400.00
REMOVE TRAFFIC SIGNAL POLE PER EACH'
680 79001289 I 5400"00 S40000
PEREACH,
REMOVE TRAFFIC SIGNAL PULLBOX i
680 79001389 1 I S220.00 5220.00
PEREACH
REMOVE MISCELLANEOUS TRAFFIC SIGNAL
EQUIPMENT
680.79001489 1 I S38500 $385.00
PER EACH INTERSECTION'
REMOVE SIGNAL CABLE,
680 79001589 100 1 51.00 S 100 00
PER LF,
REMOVE AERIAL INTERCONNTCT CABLE y
680.79001689 15125.00 S125.00
PER ATTACHMENT POINT
28 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519—A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2—TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46—WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-Ai
ITEMIZED PROPOSAL—AREA 42
APPROX. n EI%4 WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
ITEM NUMBER
QUANTITY
TRAFFIC SIGNAL MOD .E,12-INCH RED BALL,LED '
680.810101 1 1
$115.00 $11500
PER EACH'
TRAFFIC SIGNAL MODULE,12-INCH RED OW,
LED =
$12000 $120.00
680.810102 1
PER EA s
TRAFFIC SIGNAL MODULE,12-INCH ELLO BALL
LID 5120.00 $120.00
680 810103 1
PER EACH
TRAFFIC SIGNAL MODULE,12-INCH Y ILLO
ARROW,LID
S13000 5130.00
680 810104 1
PER c
TRAFFIC SI AI MUDDLE,12-INCH GREEN BALL
LED 5120.00 5120.00
680.810105 i
i
PER EACH
TRAFFIC SIGNAL MODULE,12 IN GREEN
ARROW,LED
b80.810106 1 $12000 $120.00
PER EACH
TRAFFl SIGNAL SE ION-TYP I,12 INCH t
680.810107 1 5175.00 $175.00
- PER EA
TRAF IC SI ALM D 12- C i- O
YELLOW/GREEN ARROWS,LED g37
5165.00
� 680810108 1
PER EACH!
T rI SIG ALB KETASSE LY,1 WAY
i 5370.00
680.8111 1
PER EACH
—11
T12AFFIC S(i BRACKE'ASSEIviB ,2 WR
680 8112 1 $625.00
s
PER EACH
TRAFFIC SIGNAL BRACKET ASSEMBLY,3 WAY
S760.00 S76000
680.8113 1
PER EACH;
TRAFFIC SIGNAL BRACKET ASSEMBLY,4 WAY
680.8114 1 $92000 $920.00
PER EACH '
LED - ESTRIAN SIONAL WITH COWN
TMh 16"X 18"
680.81320010 4 S1,04000 54,160.00
PER EACH,
STALL P ESTRIAN SIGNAL
5365.00 $1,460.00
680 81320089 4
PEREACH,
29 of'16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
APPROfIT?MNUMBER QUANTITY
Y ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
AUDIBLE PEDESTRIAN SIGNAL
USHBU I I ON ASSEMBLY&CONTROL UNIT)
680 813300i0 4 $91000 $3,64000
INSTALL AUDIBLE PEDESTRIAN PUSHBUTTON PER EACH
ASSEMBLY
680.81330089 4 $22000 $88000
AUXJI.LIARY POLE AND FOUNDATION PER EACH
I
680 81422010 1 $4,000.00 $4,00000
PER EACH
INSTALL AUXILLIARY POLE
i
680.81422089 1 $720.00 $72000
TRAFFIC SIGNAL BACKPLATE WITH YELLOW PEREACHi
REFLECTIVE TAPE(5"BORDER)
b80 81990003 1 $14000 $140.00
'
OVERHEAD SIGN ASSEMBLY,TYPE D PER EACH;
6808204 1 5600.00 $60000
PER EACH
INSTALL OVERHEAD SIGN ASSEMBLY i
680 82040089 1 , $300.00 S30000
PER EACH'
FURNISH AD INSTAL LIHT BLANKOUT TRAFFIC SIGN ASS� 1T U DIODE( )
MBLY
680 82220002 1 t $4,500.00 $4,500.00
PER EACH
PEDESTRIAN PUSHBUTTON AND SIGN
POST i
680 82250007 4 5500.00 $2,00000
'
PEDESTRIAN PUS -BUTTON PEDEST PER EACH
680 82250088 2 $410.00 $82000
PER EACH
INSTALL PEDESTRIAN PUSH BUTTON ASSEMBLY I
t
680 82250089 4 5265.00 S1,06000
PER EA H,
FURNISH AND INSTALL PEDESTRIAN PUSHBUTTON
EXTENDER
680 82250090 4 i S35000 S1,40000
t
PER EACH'
FURNISH AND INSTALL PEDESTRIAN PUSHBUTTO
SPACER
680.$2250091 4 S25500 31,020.00
PER EACH,
PEDESTRIAN PUSH BUTTON AND SIGN WITH POST
680.8226 4
$77000 S3,08000
PER EACHi
30 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX ITEM, WII'H UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE' AMOUNT RID
QUANTITY
INSTALL UCTANCE LOOP SENS R I
i $385.00 $385.00
680.83010089 1
PER EACH
TE OPLA5TIC REFLECT R1ZED
PAVEMENT STRIPES Sl 00 $500.00
6870101 500
PERLFi
YELLOW THERMOPLASTICREFLECTORIZED
PAVEMENT STRIPES 51 00 $100.00
687.0201 t00
PERLF
WHITETHERMOPLASTI REFLECTORIZED
PAVEIv1ENT LETTERS
687.0301 4 $120.00 S48000
PER EACH
WHITE 1 HERMOPLASTIC REFLECTORIZED
PAVEMENTSYMBO i
3120.00 5240.00
687.0401 2
PER EACH
FIELD CHANGE PAYMENT CP)
697.03 1 $1.00 51.00
PER DC
ASPHALT PRICE ADJUST I
t $1.00 SI.00
698.04P
P R
F L PRI AD STME T
698 OS $1.00 S1.00
57%
Subtota $872,663.15
NEC
61901 BASIC WORK ZONE TRAFFIC CONTROL SHA $61,086.42
OF SUBTOTAL SHOWN ABOVE
AREA 2-TOTAL SUM BID FOR\ORNIAL WEEKDAY WORK HOURS $933,749.57
TOTAL SUM BID FOR NORMAL WEEKDAY WORK HOURS IN WORDS
NOTE.Quantities shown are for bidding purposes only.The contractor must enter an amount for each item.The"Low Bidder"will be determined by
comparing"TOTAL BID FOR CONIPARLSO`i PRICE".The County will select component items as required for each project.
SEE NEXT PAGE FOR MULTIPLIERS FOR OTHER THAN NORMAL WEEKDAY WORK HOURS
31 of 16 BID SHEETS AREA 2
I
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF RIVERHEAD, SOUTHAMPTON, SOUTHOLD, EAST HAMPTON,
SHELTER ISLAND AND PORTIONS OF BROOKHAVEN (E. OF CR 46-WM. FLOYD PKWY)
LETTING NO. ADA-090519-A1
ITEMIZED PROPOSAL -AREA#2
<a,;e:� - 1'a T r,-'"�' tw` x'..�: �'...F =cil`�; t S ..`�' "4.', .<rx '�.•.,,,_ ,�.,,,;,
;4>;x�'�x:,^.,.-,�:r... �-a s'••s'A x":• ..,�', iFt. �' �^"-".: f4 '?s'�<:�. �,2'c .,,-.., ' •'7�» �'.�'^»•.1u�SI�-�.�" C•.
�3..�.•5,�,��� 3 i'.�c<".t+:F7�`�.- '.i.,, i, ?t ar g -.i`£,u�'zs a:"-"�t.�k �r
-xwvq.Mz..:..a--'�._,-�.a�a�b_ :�a::�•�..,.r�;`:�<s:�sg.r��`�«zs-�,"a'.'>.xt�S<:twsav,:rs?;�:�'>` *ng-=cs"�� :7.�NS3.T��"Cl,-.'T'EIE.�`�F1,�)�E�'�l��.,.��z�Ed!��'�
• OFF-PEAK MULTIPLIER
- � �r�3 "`a, �'•+' , THE CONTRACTOR 15 ONLY PREMITTED TO WORK
� _��.a�?a�• -��,Ns=-� � BETWEEN THE HOURS OF 9AM TO 3PM, MONDAY
3a� _ "h< s w. THROUGH FRIDAY LANE CLOSURES AND LANE SHIFTS
WILL ONLY BE PERMITTED DURING THESE HOURS.
WORK DURING THESE HOURS WILL BE TABULATED BY 1.45
` USING THE CONTACTORS TOTAL SUM BID FOR NORMAL
WEEKDAY WORK HOURS MULTIPLIED BY HIS/HER
MULTIPLIER FOR OFF-PEAK HOURS.
Total Sum Bid Multiplied By Off-Peak Multiplier: $1,353,936.88
a^NE4'yam- WEEKEND MULTIPLIER
r-s
THE CONTRACTOR 15 ONLY PREMITTED TO WORK
� � ;BETWEEN THE HOURS OF 8:00 AM TO 4:30 PM,
;:. ?,. ..
SATURDAY AND/OR SUNDAY. LANE CLOSURES AND
LANE SHIFTS WILL ONLY BE PERMITTED DURING THESE
i "` i"'• ='v`x3?s HOURS. WORK DURING THESE HOURS WILL BE 1.49
TABULATED BY USING THE CONTACTORS TOTAL SUM
FOR NORMAL WEEKDAY WORK HOURS MULTIPLIED
,s rjx'ss�° BY HISJHER MULTIPLIER FOR WEEKEND HOURS.
Total Sum Bid Multiplied By Weekend Multiplier: $1,391,286.86
NIGHT TIME MULTIPLIER
THE CONTRACTOR IS ONLY PREMITTED TO WORK
?.Jr,,
v E< < .
M.;„.
BETWEEN THE HOURS OF 10.00 PM TO 5:00 AM,SUNDAY
.:�,�-r<��«+•�:-.:�•';,,.��r. -:NIGHT THROUGH FRIDAY MORNING. LANE CLOSURES
un a•zr atin f
} AND LANE SHIFTS WILL ONLY 6E PERMITTED DURING 1.90 r-: 4t
zr+• = THESE HOURS.WORK DURING THESE HOURS WILL BE
TABULATED BY USING THE CONTACTORS TOTAL SUM
= y r BID FOR NORMAL WEEKDAY WORK HOURS MULTIPLIED
?; Y
BY HIS/HER MULTIPLIER FOR NIGHT HOURS.
Total Sum Bid Multiplied By Night Multiplier: $1,774,124.18
16 of 16 BID SHEETS AREA 2
10/21/2019 Contract Detail
COUNTY OF SUFFOLK
cous,�
g
STEVEN BELLONE
SUFFOLK COUNTY EXECUTIVE
DEPARTMENT OF PUBLIC WORKS
DARNELL TYSON, P.E. ERIC M.HOFMEISTER
ACTING COMMISSIONER DEPUTY COMMISSIONER
NOTICE OF CONTRACT
ANNUAL REQUIREMENTS AMERICANS WITH DISABILITIES ACT(ADA)ANNUAL COMMODITY CODE: 91361
CONTRACT: IMPROVEMENTS
CONTRACT#: ADA-090519-A1 INITIATING DEPT: DPW
OPENING DATE: 07-26-2019 1490
PERIOD OF CONTRACT: 09-05-2019 THROUGH 09-04-2020 BID#: 19/0271LPWI
VENDOR: DEAL CONCRETE CORP
PO BOX 2038
ST.JAMES NY 11780
VENDOR ID: VC0039398
CONTACT:
PHONE:
FAX:
EMAIL:
ADDITIONAL VENDORS: CLICK HERE
DETAIL PAGE: CLICK HERE
ATTACHMENT:
FOR FURTHER INFORMATION MARYELLEN MILLWATER
CONTACT PURCHASING AGENT: 631-852-5214
09-05-2019
SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER
(631)852-5196
335 YAPHANK AVENUE YAPHANK,N.Y. 11980 FAX(631)852-5221
Return'jo Contract List... , Return,to'Search`Page
..._. ......e................... _..
For technical assistance or technical comments CLICK HERE
https.//dpwsuffolkcountyny.gov/contractsearch/ContractDetail aspx 1/1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER QUANTITY
UITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
CLEARING AND GRUBBING
201 07000004 100 $3.00 $30000
PER SY
UNCLASSIFIED EXCAVATION AND DISPOSAL
0-100CY
20302 50 $13000 $6,500.00
PER CY
UNCLASSIFIED EXCAVATION AND DISPOSAL
>100 CY
20302 200 $12000 $24,000.00
PER CY
SELECT GRANULAR FILL
203.07 20 $50.00 $1,00000
PER CY
CONTROLLED LOW STRENGTH MATERIAL(CLSM)
204.01 1 $15000 $15000
PER CY
TRENCH AND CULVERT EXCAVATION
206.0201 200 $3500 $7,00000
PER CY
CONDUIT EXCAVATION AND BACKFILL
INCLUDING SURFACE RESTORATION
206 0310001 25 $100.00 $2,500.00
PER LF
CONDUIT EXCAVATION AND BACKFILL
(RESTORING TOP SURFACES NOT INCLUDED)
206.03010010 100 $20.00 $2,000.00
PER LF
SUBBASE COURSE,TYPE 1011-2
0-25 CY
304.10119917 15 $9000 $1,350.00
PER CY
SUBBASE COURSE,TYPE 1011-2
>25 CY
304.10119917 35 $70.00 $2,450.00
PER CY
HOT MIX ASPHALT,TYPE 3 BINDER COURSE
0-25 TON
403.13 20 $20000 $4,00000
PER TON
HOT MIX ASPHALT,TYPE 3 BINDER COURSE
>25 TON
403.13 50 $180.00 $9,00000
PER TON
HOT MIX ASPHALT,TYPE 6F TOP COURSE
T-10 TON
40317 8 $20000 $1,600.00
PER TON
HOT MIX ASPHALT,TYPE 6F TOP COURSE
>10 TON
403.17 20 $19000 $3,80000
PER TON
1 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
DILUTED TACK COAT
407.0102 25 $300 $75.00
PER GAL
PORTLAND CEMENT CONCRETE(PCC)
PLACEMENT FOR FULL-DEPTH PAVEMENT REPAIRS-
502 36130018 5 ISOLATED MESH REINFORCED,HIGH EARLY $90000 $4,500.00
STRENGTH(HES)>4 CY
PER CY
PCC FOUNDATION FOR PAVEMENT,CLASS C
503.1010 6 $600.00 $3,60000
PER CY
SAW CUTTING PCC AND COMPOSITE PAVEMENT
0-250 LF
520 05000010 200 $10.00 $2,00000
PER LF
SAW CUTTING PCC AND COMPOSITE PAVEMENT
-5250 LF
520 05000010 500 $900 $4,50000
PER LF
SAW CUTTING ASPHALT CONCRETE
6-250 LF
520.09000010 200 $9.00 $1,800.00
PER LF
SAW CUTTING ASPHALT CONCRETE
>250 LF
520 09000010 500 $800 $4,000.00
PER LF
SHIELDS AND SHORING
552.17 1,000 $100 $1,00000
PER SF
FILL TYPE RETAINING WALL(0 FT-6 FT)
554.40 100 $55.00 $5,500.00
PER SF
FILL TYPE RETAINING WALL(6 FT-12 FT)
55441 100 $6000 $6,000.00
PER SF
CONCRETE FOR STRUCTURES,CLASS A
5550105 3 $1,60000 $4,800.00
PER CY
REINFORCED CONCRETE PIPE CLASS IV,
15 INCH DIAMETER
603.6102 8 $125.00 $1,000.00
PER LF
REINFORCED CONCRETE PIPE CLASS IV,
18 INCH DIAMETER
603.6103 8 $15000 $1,200.00
PER LF
REINFORCED CONCRETE PIPE CLASS 1V,
24 INCH DIAMETER
6036105 8 $20000 $1,60000
PER LF
2 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT _
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER APPROX ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
POLYPROPYLENE PIPE(OPTIONAL)-
TYPE S OR TYPE D,15 INCH DIAMETER
603 780215 8 $11500 $92000
PER LFI
POLYPROPYLENE PIPE(OPTIONAL)-
TYPE S OR TYPE D,18 INCH DIAMETER
603 780218 8 i $135.00 $1,080.00
PER LF;
POLYPROPYLENE PIPE(OPTIONAL)-
TYPE S OR TYPE D,24 INCH DIAMETER
603 780224 8 $175.00 $1,400.00
PER LF.
DUCTILE IRON PIPE,14 INCH DIAMETER
6039530 8 $25000 $2,000.00
PER LFI
DUCTILE IRON PIPE,12 INCH DIAMETER
603 9532001 8 $200.00 $1,600.00
PER LFI
SETTING NEW DRAINAGE FRAME ON EXISTING
DRAINAGE STRUCTURES
604 07200010 1 $800.00 $800.00
PER EACH.
RESETTING EXISTING DRAINAGE FRAMES ON
EXISTING DRAINAGE STRUCTURES
604 07210010 1 $800.00 $800.00
PER EACH:
REBUILDING TOP OF EXISTING DRAINAGE
STRUCTURES
604 07240010 1 $2,500.00 $2,50000
PER EACH;
CONNECTION TO EXISTING DRAINAGE
FACILITIES
604.07260011 1 $1,000.00 $1,00000
PER EACHI
REPAIR WALLS OF EXISTING DRAINAGE
STRUCTURES
604 07290010 10 $50.00 $500.00
PER SFI
REBUILDING EXISTING CATCH BASINS
604 07800010 4 - $50000 $2,000.00
PER LFI
SPECIAL DRAINAGE STRUCTURE
LEACHING BASIN TYPE A
604.501001 12 $1,50000 $18,00000
PER LFI
SPECIAL DRAINAGE STRUCTURE
LEACHING BASIN 60"ROUND
604 501003 12 $1,50000 $18,00000
PER LF;
SPECIAL DRAINAGE STRUCTURE
LEACHING BASIN TYPE B-2(1384)
604.501005 12 $1,700.00 $20,400.00
PER LFI
3 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER APPROX ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
SPECIAL DRAINAGE STRUCTURE
CATCH BASIN TYPE C
604.501011 5 $1,500.00 $7,50000
PER LFI
SPECIAL DRAINAGE STRUCTURE
CATCH BASIN TYPE A48
604.501012 5 1 $1,50000 $7,50000
PER LFI
SPECIAL DRAINAGE STRUCTURE
MANHOLE TYPE A48
604.501022 5
$1,50000 $7,50000
PER LFI
CONCRETE SIDEWALKS AND DRIVEWAYS
0-IoCY
608.0101 5 $900.00 $4,500.00
PER YI
CONCRETE SIDEWALKS AND DRIVEWAYS
10.1-100 CY
608.0101 48 1 $75000 $36,000.00
PER CYI
CONCRETE SIDEWALKS AND DRIVEWAYS
>100 CY
608.0101 150 $68000 $102,00000
I
PER CY;
COLORED AND IMPRINTED PORTLAND CEMENT
CONCRETE SIDEWALIK
608 01020005 3 0-5 CY $1,300.00 $3,900.00
C
COLORED AND IMPRINTED PORTLAND CEMENT
CONCRETE SIDEWALIK
608.01020005 20 >5 CY $1,20000 $24,000.00
PER CY;
CURB RAMP CONFIGURATION TYPE 1
608 01050109 1 $5,000.00 $5,000.00
PER EACHI
CURB RAMP CONFIGURATION TYPE 2
608.01050209 1
$5,00000 $5,00000
PER EACH;
CURB RAMP CONFIGURATION TYPE 3
608.01050309 1 1 $5,00000 $5,00000
PER EACH;
CURB RAMP CONFIGURATION TYPE 4
608 01050409 I $6,00000 $6,000.00
PER EACH!
CURB RAMP CONFIGURATION TYPE 5
608 01050509 1 1 $6,000.00 $6,000.00
PER EACH;
CURB RAMP CONFIGURATION TYPE 6
608 01050609 1 $6,500.00 $6,500.00
PER EACH;
4 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER APPROX ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
CURB RAMP CONFIGURATION TYPE 7
608 01050709 1
$6,00000 $6,000.00
PER EACHI
CURB RAMP CONFIGURATION TYPE 8
608 01050809 1
$6,00000 $6,000.00
PER EACH;
CURB RAMP CONFIGURATION TYPE 9
608 01050909 1 1 $5,50000 $5,50000
PER EACH'.
CURB RAMP CONFIGURATION TYPE 10
608 01051009 1 $5,500.00 $5,50000
PER EACH!
CURB RAMP CONFIGURATION TYPE I1
608 01051109 1 $5,500.00 $5,500.00
PER EACH;
CURB RAMP CONFIGURATION TYPE 12
608 01051209 1 $7,50000 $7,500.00
PER EACH
CURB RAMP CONFIGURATION TYPE 13
608 01051309 1i $6,500.00 $6,500.00
PER EACH
RESETTING BRICK,BLOCK,OR FLAGSTONE
SIDEWALKS AND DRIVEWAYS
608.10080008 100 $2700 $2,700.00
PER SF;
EMBEDDED DETECTABLE WARNING UNITS
0-5SY
60821 4 $450.00 $1,800.00
PER SYI
EMBEDDED DETECTABLE WARNING UNITS
>5 SY
608.21 10 $35000 $3,50000
PER SY;
CAST IN PLACE CONCRETE CURB TYPE VF150
0-100 LF
6090401 50 $30.00 $1,50000
PER LF;
CAST IN PLACE CONCRETE CURB TYPE VF150
101-750 LF
609.0401 200 $2900 $5,800.00
PER LF!
CAST IN PLACE CONCRETE CURB TYPE VF150
>750 LF
6090401 1,000 1 $28.00 $28,00000
PER LF;
CAST IN PLACE CONCRETE CURB TYPE M 150
0-100 LF
6090403 50 $30.00 $1,500.00
PER LF'.
5 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
CAST IN PLACE CONCRETE CURB TYPE M150
101-750 LF
6090403 200 $2900 $5,800.00
PER LFI
CAST IN PLACE CONCRETE CURB TYPE M150
>750 LF
6090403 1,000 i $28.00 $28,00000
PER LFI
CAST IN PLACE CONCRETE CURB TYPE M100
0-100 LF
609.0405 50 $30.00 $1,50000
PER
CAST IN PLACE CONCRETE CURB TYPE M100
101-750 LF
6090405 200 $29.00 $5,80000
PER LFI
CAST IN PLACE CONCRETE CURB TYPE M 100
>750 LF
609.0405 1,000 $2800 $28,000.00
PER LFI
CAST IN PLACE CONCRETE CURB TYPE T100
0-100 LF
6090407 50
$3200 $1,600.00
PER LFI
CAST IN PLACE CONCRETE CURB TYPE T100
101-750 LF
6090407 200 $3100 $6,200.00
PER LFI
CAST IN PLACE CONCRETE CURB TYPE T100
>750 LF
609.0407 1,000 i $3000 $30,000.00
PER LF;
CAST IN PLACE CONCRETE CURB AND GUTTER
TYPE VF 1500
6090501 1,000 >750 LF I
i $34.00 $34,000.00
PER LFI
CAST IN PLACE CONCRETE CURB AND GUTTER
TYPE M100G
609.0505 1,000 5750 LF $35.00 $35,000.00
PER LFI
CAST IN PLACE CONCRETE CURB AND GUTTER
TYPE T100G
609.0507 1,000 >750 LF $36.00 $36,000.00
PER LFI
TOPSOIL-ROADSIDE
0-25 CY
610.1402 15 1 $80.00 $1,20000
PER CY;
TOPSOIL-ROADSIDE
>25 CY
610 1402 30 $7000 $2,10000
PER CY!
TURF ESTABLISHMENT-ROADSIDE
0-250 SY
6101601 175 $7.00 $1,225.00
PER SYI
6 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER APPROX ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
TURF ESTABLISHMENT-ROADSIDE
>250 SY
610.1601 300 $600 $1,800.00
PER SY"
614 060103 1 TREE REMOVAL OVER 4 INCHES TO 6 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
BELOW GRADE $250.00 - $25000
PER EACH;
TREE REMOVAL OVER 6 INCHES TO 12 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
614.060203 1 BELOW GRADE
$40000 $400.00
PER EACH;
TREE REMOVAL OVER 12 INCHES TO 18 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
614060303 1 BELOW GRADE $800.00 $800.00
PER EACH"
TREE REMOVAL OVER 18 INCHES TO 24 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
614 060403 1 BELOW GRADE $900.00 $900.00
PER EACH;
TREE REMOVAL OVER 24 INCHES TO 36 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
614060503 1 BELOW GRADE $1,100.00 $1,10000
PER EACHI
TREE REMOVAL OVER 36 INCHES TO 48 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
614060603 1 BELOW GRADE $1,800.00 $1,800.00
PER EACH:
TREE REMOVAL OVER 48 INCHES TO 60 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
614 060703 1 BELOW GRADE $2,500.00 $2,500.00
PER EACH;
PORTABLE VARIABLE MESSAGE SIGN(PVMS)
STANDARD SIZE-FULL MATRIX(LED),
619.110511 2 NO OPTIONAL EQUIPMENT SPECIFIED, $1,80000 $3,60000
NO CELLULAR COMMUNICATION REQUIRED
PER EACH"
MAINTAIN TRAFFIC SIGNAL EQUIPMENT
(REQUIREMENTS)
61916130189 3 - $200.00 $600.00
PER MONTH;
MARK-OUT SIGNAL FACILITY
619.16130289 1 1 $320.00 $320.00
PER EACH;
CLEANING CLOSED DRAINAGE SYSTEMS
0-250 LF
62103 100 1 $10.00 $1,000.00
PER LF"
CLEANING CLOSED DRAINAGE SYSTEMS
>250 LF
62103 100 i $900 $90000
PER LF"
CLEANING DRAINAGE STRUCTURES
0-5 EA
62104 5 i $70000 $3,50000
PER EACH"
7 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
1
ITEM NUMBER APPROX ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
CLEANING DRAINAGE STRUCTURES
>5EA
621.04 5 1 $600.00 $3,000.00
PER EACH
SURVEY OPERATIONS
625 01000089 2 $2,50000 $5,00000
PER DAY;
CLEANING AND PREPARATION OF PAVEMENT
SURFACES-LINES
6350103 500 $200 $1,000.00
PER LF;
CLEANING AND PREPARATION OF PAVEMENT
SURFACES-LETTERS
635.0203 4 1 $65.00 $26000
PER EACH!
CLEANING AND PREPARATION OF PAVEMENT
SURFACES-SYMBOLS
635.0303 2 F $6500 $130.00
PER EACH;
MISCELLANEOUS REPAIRS
636.97000011 1 $1.00 $100
PER DCI
OFFICE TECHNOLOGY AND SUPPLIES
637.34 1 $1.00 $1.00
PER DCI
GROUND-MOUNTED SIGN PANELS WITHOUT
Z-BARS
645.5101 4 1 $220.00 $880.00
PER SF;
GROUND-MOUNTED SIGN PANELS LESS THAN OR
EQUAL TO 30 SF,WITH Z-BARS
6455102 9 $220.00 $1,980.00
PER SFI
GROUND-MOUNTED SIGN PANELS WITHOUT
Z-BARS.HIGH VISIBILITY SHEETING
645.5201 4
$22000 $88000
PER SF;
GROUND-MOUNTED SIGN PANELS LESS THAN OR
EQUAL TO 30 SF,WITH Z-BARS,HIGH VISIBILITY
645.5202 9 SHEETING $22500 $2,025.00
PER SFI
TYPE A SIGN POSTS
645.81 1 $350.00 $35000
PER EACH!
RETROREFLECTIVE SIGN POST STRIP
645 8102003 1 1 $100.00 $10000
PER EACH;
BREAKAWAY WOODEN SIGN POSTS
64582 1i $300.00 $30000
PER EACH;
8 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER APPROX ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
RELOCATE SIGN PANEL,SIGN PANEL ASSEMBLY
SIZE I(UNDER 30 SF)
647.31 1 $300.00 $300.00
PER EACHI
REMOVE AND STORE SIGN PANEL,SIGN PANEL
ASSEMBLY SIZE I(UNDER 30 SF)
64741 1 $5000 $50.00
PER EACH;
REMOVE AND DISPOSE SIGN PANEL,SIGN PANEL
ASSEMBLY SIZE I(UNDER 30 SF)
64751 1 $50.00 $50.00
PER EACH!
REMOVE AND DISPOSE SIGNS,GROUND MOUNTED
TYPE A SIGN SUPPORTS AND FOUNDATIONS SIZE I
64761 1 (UNDER 30 SF) $50.00 $5000
PER EACH!
REPLACEMENT OF EXISTING DRAINAGE GRATES
655 05170010 1 $2,00000 $2,000.00
PER EACH!
CAST FRAME F3,MOUNTABLE CURB BOX CM3
AND RETICULINE GRATE G3
655.0703 1 $3,00000 $3,000.00
PER EACHI
CAST FRAME F3,WITHOUT CURB BOX
AND WITH RETICULINE GRATE G3
655 07030010 1 $2,80000 $2,80000
PER EACH!
CAST FRAME F3,UNMOUNTABLE CURB BOX CU3
AND RETICULINE GRATE G3
655.0706 1
$3,00000 $3,000.00
PER EACH;
STEEL BOLLARDS
655 10000088 1 $800.00 $800.00
PER EACHI
MANHOLE FRAME AND GRATE
655.1201 1 $2,00000 $2,00000
PER EACH!
MANHOLE FRAME AND COVER
655.1202 1 i $2,00000 $2,000.00
PER EACH;
FOUNDATION FOR LIGHT STANDARDS(6FT)
670.0106 1 $1,500.00 $1,500.00
PER EACHI
FOUNDATION FOR LIGHT STANDARDS(8FT)
6700108 1 $2,00000 $2,000.00
PER EACHI
BREAKAWAY TRANSFORMER BASE(ALUMINUM)
670.19 1
$63000 $63000
PER EACH!
9 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1 '
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
SINGLE CONDUCTOR CABLE#6 GAGE
6707004 1 1 $200 $200
PER LF;
SINGLE CONDUCTOR CABLE 410 GAGE
670.7006 1 $120 $120
PER LF;
SINGLE CONDUCTOR DIRECT BURIAL CABLE
#2 GAGE
670.7104 1 $365 $365
PER LF"
REMOVE LAMPPOST FOUNDATION
67082 1
$10000 $10000
PER EACH I
RELOCATE LAMPPOST ASSEMBLY
(NOT INCLUDING FOUNDATION)
670.90 1 $450.00 $450.00
PER EACH;
POLE EXCAVATION AND CONCRETE FOUNDATION
680.5001 2
$3,60000 $7,200.00
I
PER CYII
ALTER ELEVATION OF PULLBOXES
680 51000010 1 $250.00 $25000
PER EACH
PULLBOX,RECTANGULAR REINFORCED
CONCRETE(26 INCH X 18 INCH)
680 51050088 1 $2,40000 $2,40000
PER EACH;
INSTALLPULLBOX
680 51050089 I 1 $40000 $40000
PER EACHI
PLASTIC PULLBOX
680 51060088 1 $445.00 $44500
PER EACH;
CLEAN EXISTING PULLBOXES
680 51100010 1 $135.00 $135.00
PER EACH;
CONDUIT,METAL STEEL,ZINC COATED,1"
680.520103 30 $12.00 $36000
PER LFII
CONDUIT,METAL STEEL,ZINC COATED,2"
i
680 520106 100 i $16.00 $1,600.00
PER LF;
CONDUIT,METAL STEEL,ZINC COATED,3"
680.520108 30 i $24.00 $72000
PER LFII
10 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
CONDUIT JACKING OR BORING
68053 75 $14500 $10,87500
PER LFI
INDUCTANCE LOOP INSTALLATION
68054 500 $1900 $9,500.00
PER LFI
INSTALL SIGNAL POST
680 67000189 2 1 $46500 $93000
PER EACH I
INSTALL SIGNAL POST AND MODIFY EXISTING
FOUNDATION
680.67000289 2 $98500 $1,970.00
PER EACHI
TRAFFIC SIGNAL POLE-POST TOP MOUNT
5 FEET MOUNTING HEIGHT
6806705 2 $960.00 $1,920.00
PER EACH,,
TRAFFIC SIGNAL POLE-POST TOP MOUNT
12 FEET MOUNTING HEIGHT
680.6712 2 $1,125.00 $2,250.00
I
PER EACHI
TRAFFIC SIGNAL POLE-POST TOP MOUNT,
10 FEET MOUNTING HEIGHT
6806710 2 $1,050.00 $2,10000
PER EACH I
SINGLE SPAN WIRE ASSEMBLY
6807001 1 I $88000 $88000
PER EACH,
EXTEND SPAN WIRE ASSEMBLY
680 70010188 1 1 $39000 $390.00
PER EACH!
SHIELDED LEAD-IN CABLE
68071 300 $120 $36000
PER LFI
INDUCTANCE LOOP WIRE
680.72 700 $1.20 $84000
PER LFI
SIGNAL CABLE,2 CONDUCTORS,#14 AWG
680 730214 400 1 $170 $68000
PER LFI
SIGNAL CABLE,5 CONDUCTORS,#14 AWG
680 730514 400
$250 $1,000.00
PER LFI
SIGNAL CABLE,10 CONDUCTORS,#14 AWG
680.731014 80 $3 00 $240.00
PER LFI
11 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
SIGNAL CABLE,20 CONDUCTORS,#14 AWG
I
680.732014 80 $420 $336.00
PER LFI
INSTALL TRAFFIC SIGNAL CABLE
680 73211189 40
$165 $6600
PER LF;
SHIELDED COMMUNICATION CABLE,
3 PAIRS,#14 AWG
680 750314 1 $3.30 $330
PER LF,
SHIELDED COMMUNICATION CABLE,
6 PAIRS,#19 AWG
680.750619 1 $3.00 $300
PER LFI
SHIELDED COMMUNICATION CABLE-WITH
INTEGRAL MESSENGER,6 PAIRS,#19 AWG
680.760619 1 $320 $320
PER LF;
MODIFICATIONS TO TRAFFIC SIGNAL
INSTALLATION
680.77000089 1 i $50000 $500.00
PER LS:i
ALTER PULLBOX FOR CONDUIT
680.78010005 1 1 $55000 $55000
PEREACH
ALTER CONDUIT GROUP FOR PULLBOX
680.78020005 1 $820.00 $82000
PER EACH;
REMOVE POLE OR CONTROLLER FOUNDATION
680 79001189 1 $1,60000 $1,600.00
PER EACH!
REMOVE TRAFFIC SIGNAL POLE
680 79001289 1 i $400.00 $40000
PER EACH!
REMOVE TRAFFIC SIGNAL PULLBOX
680.79001389 I $220.00 $22000
PER EACH!
REMOVE MISCELLANEOUS TRAFFIC SIGNAL
EQUIPMENT
680.79001489 1 $385.00 $385.00
PER EACH INTERSECTION!
REMOVE SIGNAL CABLE
680.79001589 100 i $1.00 $100.00
PER LF;
REMOVE AERIAL INTERCONNECT CABLE
680 79001689 1 $12500 $12500
PER ATTACHMENT POINT!
12 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
. /
ITEM NUMBER APPROX
QUANTITY ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
TRAFFIC SIGNAL MODULE,12-INCH RED BALL,LED
680 810101 1 $115.00 $115.00
PER EACH;
TRAFFIC SIGNAL MODULE,12-INCH RED ARROW,
LED
680 810102 1 $120.00 $120.00
PER EACH;
TRAFFIC SIGNAL MODULE,12-INCH YELLOW BALL
LED
680.810103 1 $120.00 $12000
PER EACH;
TRAFFIC SIGNAL MODULE,12-INCH YELLOW
ARROW,LED
680 810104 1 $13000 $130.00
PER EACH;
TRAFFIC SIGNAL MODULE,12-INCH GREEN BALL
LED
680.810105 1 i $120.00 $12000
i
PER EACH;
TRAFFIC SIGNAL MODULE,12-INCH GREEN
ARROW,LED
680 810106 1 $12000 $120.00
I
PER EACHI
TRAFFIC SIGNAL SECTION-TYPE I,12 INCH I
680 810107 1 $175.00 $175.00
PER EACH
TRAFFIC SIGNAL MODULE,12-INCH BI-MODAL
YELLOW/GREEN ARROWS,LED
680 810108 1 1 $165.00 $165.00
PER EACH;
TRAFFIC SIGNAL BRACKET ASSEMBLY,1 WAY
680.8111 1 $370.00 $370.00
PER EACH I
TRAFFIC SIGNAL BRACKET ASSEMBLY,2 WAY
6808112 1
$62500 $62500
PER EACH
TRAFFIC SIGNAL BRACKET ASSEMBLY,3 WAY
680.8113 1 i $760.00 $760.00
PER EACH;
TRAFFIC SIGNAL BRACKET ASSEMBLY,4 WAY
6808114 1 $920.00 $920.00
PER EACHI
LED PEDESTRIAN SIGNAL WITH COUNTDOWN
TIMER 16"X 18"
680 81320010 4 $4,160.00 $16,64000
PER EACHI
INSTALL PEDESTRIAN SIGNAL
680 81320089 4 $1,46000 $5,84000
PER EACHI
13 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER APPROX ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
AUDIBLE PEDESTRIAN SIGNAL
(PUSHBUTTON ASSEMBLY&CONTROL UNIT)
680 81330010 4 $91000 $3,64000
PER EACH!
INSTALL AUDIBLE PEDESTRIAN PUSHBUTTON
ASSEMBLY
680.81330089 4 $22000 $880.00
PER EACHi,
AUXILLIARY POLE AND FOUNDATION
680 81422010 1 1 $4,50000 $4,500.00
PER EACH I
INSTALL AUXILLIARY POLE
680.81422089 1 $720.00 $720.00
PER EACHi
TRAFFIC SIGNAL BACKPLATE WITH YELLOW
REFLECTIVE TAPE(5"BORDER)
680 81990003 1 $14000 $140.00
PER EACH!
OVERHEAD SIGN ASSEMBLY,TYPE D
680.8204 1 i $600.00 $600.00
I
PER EACH!
INSTALL OVERHEAD SIGN ASSEMBLY
680 82040089 1 $300.00 $300.00
PER EACH!
FURNISH AND INSTALL LIGHT EMITTING DIODE(LED)
BLANKOUT TRAFFIC SIGN ASSEMBLY
680.82220002 1 i $4,50000 $4,500.00
PER EACH
PEDESTRIAN PUSH BUTTON AND SIGN WITHOUT
POST
680 82250007 4 $50000 $2,00000
PER EACH-,
PEDESTRIAN PUSH BUTTON PEDESTAL
i
680.82250088 2 $41000 $820.00
PER EACH,-
INSTALL PEDESTRIAN PUSH BUTTON ASSEMBLY
680.82250089 4 1 $265.00 $1,060.00
PER EACH!
FURNISH AND INSTALL PEDESTRIAN PUSHBUTTON
EXTENDER
680 82250090 4 i $35000 $1,40000
PER EACH!
FURNISH AND INSTALL PEDESTRIAN PUSHBUTTON
SPACER
680 82250091 4 $25500 $1,020.00
PER EACH
PEDESTRIAN PUSH BUTTON AND SIGN WITH POST
6808226 4 i $2,000.00 $8,000.00
PER EACH i
14 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#1
ITEM NUMBER APPROX ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
INSTALL INDUCTANCE LOOP SENSOR
680.83010089 1 1 $385.00 $385.00
PER EACH!
WHITE THERMOPLASTIC REFLECTORIZED
PAVEMENT STRIPES
6870101 500 $100 $50000
PER LFI
YELLOW THERMOPLASTIC REFLECTORIZED
PAVEMENT STRIPES
6870201 100 $100 $100.00
PER LFI
WHITE THERMOPLASTIC REFLECTORIZED
PAVEMENT LETTERS
6870301 4 $120.00 $480.00
PER EACH!
WHITE THERMOPLASTIC REFLECTORIZED
PAVEMENT SYMBOLS
687.0401 2 $120.00 $24000
PER EACH;
FIELD CHANGE PAYMENT(FCP)
697.03 1 $1.00 $100
PER DCI
ASPHALT PRICE ADJUSTMENT
698.04 1 $1.00 $100
PERDCI
FUEL PRICE ADJUSTMENT
698.05 1 $1.00 $100
PER DC;
Subtotal of Items: $874,528.35
NEC 61901 BASIC WORK ZONE TRAFFIC CONTROL SHALL BE 7% $61,216.98
OF SUBTOTAL SHOWN ABOVE.
AREA 1-TOTAL SUM BID FOR NORMAL WEEKDAY WORK HOURS $935,745.33
TOTAL SUM BID FOR NORMAL WEEKDAY WORK HOURS IN WORDS
NOTE:Quantities shown are for bidding purposes only.The contractor must enter an amount for each item.The"Low Bidder"will be determined by
comparing"TOTAL BID FOR COMPARISON PRICE".The County will select component items as required for each project.
SEE NEXT PAGE FOR MULTIPLIERS FOR OTHER THAN NORMAL WEEKDAY WORK HOURS
15 of 16 BID SHEETS AREA 1
DEAL-CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 1 -TOWNS OF BABYLON, HUNTINGTON, ISLIP, SMITHTOWN AND
PORTIONS OF BROOKHAVEN (W. OF AND INCLUDING CR 46 - WILLIAM FLOYD PKWY)
LETTING NO. ADA-090519-A1
ITEMIZED PROPOSAL -AREA#1
QUANT rry", <. :DESCRIQTION MULTIPLIER [i2t7UND Tod
•THE NEAREST HUNDREDTH.(108TH)J:,
NEC OFF-PEAK MULTIPLIER
THE CONTRACTOR IS ONLY PREMITTED TO WORK
BETWEEN THE HOURS OF 9AM TO 3PM, MONDAY
THROUGH FRIDAY. LANE CLOSURES AND LANE SHIFTS
v's" ` WILL ONLY BE PERMITTED DURING THESE HOURS.WORK 1.44
DURING THESE HOURS WILL BE TABULATED BY USING
., ;. THE CONTACTORS TOTAL SUM BID FOR NORMAL
WEEKDAY WORK HOURS MULTIPLIED BY HIS/HER
MULTIPLIER FOR OFF-PEAK HOURS.
Total Sum Bid Multiplied By Off-Peak Multiplier: $1,347,473.28
NEC ,dqb '•WEEKEND MULTIPLIER
THE CONTRACTOR IS ONLY PREMITTED TO WORK
BETWEEN THE HOURS OF 8:00 AM TO 4 30 PM,SATURDAY
AND/OR SUNDAY. LANE CLOSURES AND LANE SHIFTS
WILL ONLY BE PERMITTED DURING THESE HOURS WORK 1.49
DURING THESE HOURS WILL BE TABULATED BY USING
THE CONTACTORS TOTAL SUM BID FOR NORMAL
= a' WEEKDAY WORK HOURS MULTIPLIED BY HIS/HER
MULTIPLIER FOR WEEKEND HOURS.
Total Sum Bid Multiplied By Weekend Multiplier: $1,394,260.55
'-4r,NEC, _ NIGHT TIME MULTIPLIER
"# THE CONTRACTOR IS ONLY PREMITTED TO WORK
BETWEEN THE HOURS OF 10.00 PM TO 5:00 AM, SUNDAY
4. NIGHT THROUGH FRIDAY MORNING. LANE CLOSURES
AND LANE SHIFTS WILL ONLY BE PERMITTED DURING
'THESE HOURS. WORK DURING THESE HOURS WILL BE 1.85
TABULATED BY USING THE CONTACTORS TOTAL SUM BID
- • # FOR NORMAL WEEKDAY WORK HOURS MULTIPLIED BY
HIS/HER MULTIPLIER FOR NIGHT HOURS.
Total Sum Bid Multiplied By Night Multiplier: $1,731,128.87
16 of 16 BID SHEETS AREA 1
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
CLEARING AND GRUBBING
201 07000004 100 $400 $400.00
PER SY
UNCLASSIFIED EXCAVATION AND DISPOSAL
0-100 CY
203.02 50 $13000 $6,50000
PER CY
UNCLASSIFIED EXCAVATION AND DISPOSAL
>100 CY
203.02 200 $120.00 $24,000.00
PER CY
SELECT GRANULAR FILL
203.07 20 $50.00 $1,000.00
PER CY
CONTROLLED LOW STRENGTH MATERIAL(CLSM)
204.01 1 $200.00 $200.00
PER CY
TRENCH AND CULVERT EXCAVATION
206.0201 200 $5000 $10,000.00
PER CY
CONDUIT EXCAVATION AND BACKFILL
INCLUDING SURFACE RESTORATION
206 0310001 25 $10000 $2,500.00
PER LF
CONDUIT EXCAVATION AND BACKFILL
(RESTORING TOP SURFACES NOT INCLUDED)
206 03010010 100 $15.00 $1,500.00
PER LF
SUBBASE COURSE,TYPE 1011-2
0-25 CY
304.10119917 15 $8500 $1,275.00
PER CY
SUBBASE COURSE,TYPE 1011-2
>25 CY
304.10119917 35 $70.00 $2,45000
PER CY
HOT MIX ASPHALT,TYPE 3 BINDER COURSE
0-25 TON
403 13 20 $20000 $4,000.00
PER TON
HOT MIX ASPHALT,TYPE 3 BINDER COURSE
>25 TON
403.13 50 $180.00 $9,000.00
PER TON
HOT MIX ASPHALT,TYPE 6F TOP COURSE
0-10 TON
403.17 8 $20000 $1,600.00
PER TON
HOT MIX ASPHALT,TYPE 6F TOP COURSE
>10 TON
403.17 20 $180.00 $3,60000
PER TON
17 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOW N AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
DILUTED TACK COAT
4070102 25 $1 00 $2500
PER GAL
PORTLAND CEMENT CONCRETE(PCC)
PLACEMENT FOR FULLrDEPTH PAVEMENT REPAIRS-
502.36130018 5 ISOLATED MESH REINFORCED,HIGH EARLY $1,200.00 $6,000.00
STRENGTH(HES)>4 CY
PER CY
PCC FOUNDATION FOR PAVEMENT,CLASS C
503 1010 6 1 $60000 $3,600.00
PER CY
SAW CUTTING PCC AND COMPOSITE PAVEMENT
0-250 LF
520.05000010 200 $10.00 $2,000.00
PER LF
SAW CUTTING PCC AND COMPOSITE PAVEMENT
3250 LF
520.05000010 500 $9.00 $4,500.00
PER LF
SAW CUTTING ASPHALT CONCRETE
0-250 LF
520.09000010 200 $800 $1,600.00
PER LF
SAW CUTTING ASPHALT CONCRETE
-5250 LF
520.09000010 500 $700 $3,50000
PER LF
SHIELDS AND SHORING
552 17 1,000 $10 $1,00000
PER SF
FILL TYPE RETAINING WALL(0 FT-6 FT)
55440 100 $55.00 $5,500.00
PER SF
FILL TYPE RETAINING WALL(6 FT-12 FT)
554.41 100 $6000 $6,000.00
PER SF
CONCRETE FOR STRUCTURES,CLASS A
5550105 3 $1,800.00 $5,400.00
PER CY
REINFORCED CONCRETE PIPE CLASS IV,
15 INCH DIAMETER
603.6102 8 $125.00 $1,00000
PER LF
REINFORCED CONCRETE PIPE CLASS IV,
18 INCH DIAMETER
6036103 8 $150.00 $1,200.00
PER LF
REINFORCED CONCRETE PIPE CLASS IV,
24 INCH DIAMETER
603.6105 8 $20000 $1,600.00
PER LF
18 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
POLYPROPYLENE PIPE(OPTIONAL)-
TYPE S OR TYPE D,15 INCH DIAMETER
603 780215 8 $115.00 $920.00
PER LFI
POLYPROPYLENE PIPE(OPTIONAL)-
TYPE S OR TYPE D,18 INCH DIAMETER
603 780218 8 $13500 $1,080.00
PER LF;
POLYPROPYLENE PIPE(OPTIONAL)-
TYPE S OR TYPE D,24 INCH DIAMETER
603.780224 8 $175.00 $1,40000
PER LFI
DUCTILE IRON PIPE,14 INCH DIAMETER
y
603.9530 8 $250.00 $2,000.00
PER LFI
DUCTILE IRON PIPE,12 INCH DIAMETER
603 9532001 8 1 $200.00 $1,60000
PER LF;
SETTING NEW DRAINAGE FRAME ON EXISTING
DRAINAGE STRUCTURES
604.07200010 1 i $900.00 $90000
PER EACH
RESETTING EXISTING DRAINAGE FRAMES ON
EXISTING DRAINAGE STRUCTURES
604.07210010 1
$90000 $90000
PER EACHI
REBUILDING TOP OF EXISTING DRAINAGE
STRUCTURES
604.07240010 1 $2,500.00 $2,500.00
PER EACH;
CONNECTION TO EXISTING DRAINAGE
FACILITIES
604.07260011 1 $1,00000 $1,000.00
PER EACH!
REPAIR WALLS OF EXISTING DRAINAGE
STRUCTURES
604.07290010 10i $5000 $500.00
PER SF;
REBUILDING EXISTING CATCH BASINS
604.07800010 4 $50000 $2,000.00
PER LF;
SPECIAL DRAINAGE STRUCTURE
LEACHING BASIN TYPE A
604.501001 12 $1,500.00 $18,00000
PER LF!
SPECIAL DRAINAGE STRUCTURE
LEACHING BASIN 60"ROUND
604 501003 12 i $1,50000 $18,00000
PER LF;
SPECIAL DRAINAGE STRUCTURE
LEACHING BASIN TYPE B-2(B84)
604.501005 12 $1,70000 $20,40000
PER LF;
19 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
SPECIAL DRAINAGE STRUCTURE
CATCH BASIN TYPE C
604.501011 5 $1,500.00 $7,500.00
PER LFI
SPECIAL DRAINAGE STRUCTURE
CATCH BASIN TYPE A48
604.501012 5 $1,500.00 $7,50000
PER LFI
SPECIAL DRAINAGE STRUCTURE
MANHOLE TYPE A48
604.501022 5 $1,500.00 $7,50000
PER LF;
CONCRETE SIDEWALKS AND DRIVEWAYS
0-10CY
608.0101 5 $90000 $4,500.00
R Y;
CONCRETE SIDEWALKS AND DRIVEWAYS
10.1-100 CY
6080101 48 $75000 $36,00000
PER CY;
CONCRETE SIDEWALKS AND DRIVEWAYS
>100 CY
608.0101 150 $730.00 $109,50000
;
PER CY;
COLORED AND IMPRINTED PORTLAND CEMENT
CONCRETE SIDEWALIK
608 01020005 3 0-5 CY $1,500.00 $4,500.00
PERCY'.
COLORED AND IMPRINTED PORTLAND CEMENT
CONCRETE SIDEWALIK
608 01020005 20 >5 CY $1,100.00 $22,00000
PER CY;
CURB RAMP CONFIGURATION TYPE 1
608 01050109 1 $5,000.00 $5,000.00
PER EACHI
CURB RAMP CONFIGURATION TYPE 2
608 01050209 1 $5,500.00 $5,50000
PER EACH;
CURB RAMP CONFIGURATION TYPE 3
608.01050309 1 1 $5,500.00 $5,50000
PER EACH;
CURB RAMP CONFIGURATION TYPE 4
608.01050409 1
$6,00000 $6,000.00
PER EACH!
CURB RAMP CONFIGURATION TYPE 5
608 01050509 l i $6,000.00 $6,000.00
PER EACH;
CURB RAMP CONFIGURATION TYPE 6
608 01050609 1 $6,500.00 $6,500.00
PER EACH;
20 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
CURB RAMP CONFIGURATION TYPE 7
608.01050709 1
$6,00000 $6,000.00
PER EACH!
CURB RAMP CONFIGURATION TYPE 8
608 01050809 1 $6,000.00 $6,00000
PER EACH;
CURB RAMP CONFIGURATION TYPE 9
608 01050909 I 1 $6,000.00 $6,000.00
PER EACHI
CURB RAMP CONFIGURATION TYPE 10
608.01051009 1 $6,000.00 $6,000.00
PER EACHI
CURB RAMP CONFIGURATION TYPE 11
608 01051109 1 $6,00000 $6,000.00
PER EACHI
CURB RAMP CONFIGURATION TYPE 12
608.01051209 1
$7,50000 $7,500.00
PER EACHI
CURB RAMP CONFIGURATION TYPE 13
608 01051309 1
$6,50000 $6,50000
PER EACH:
RESETTING BRICK,BLOCK,OR FLAGSTONE
SIDEWALKS AND DRIVEWAYS
608.10080008 100 $27.00 $2,700.00
PER SFI
EMBEDDED DETECTABLE WARNING UNITS
0-5SY
60821 4 $450.00 $1,800.00
PER SYI
EMBEDDED DETECTABLE WARNING UNITS
>5 SY
60821 10 $40000 $4,00000
PER SYI
CAST IN PLACE CONCRETE CURB TYPE VF150
0-100 LF
609.0401 50 $30.00 $1,500.00
PER LFI
CAST IN PLACE CONCRETE CURB TYPE VF150
101-750 LF
6090401 200 $30.00 $6,000.00
PER LFI
CAST IN PLACE CONCRETE CURB TYPE VF150
>750 LF
609.0401 1,000 i $29.00 $29,00000
PER LFI
CAST IN PLACE CONCRETE CURB TYPE M150
0-100 LF
6090403 50i $3000 $1,500.00
PER LFI
21 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
CAST IN PLACE CONCRETE CURB TYPE M150
101-750 LF
609.0403 200 $3000 $6,00000
PER LFI
CAST IN PLACE CONCRETE CURB TYPE M150
>750 LF
609.0403 1,000 $29.00 $29,00000
PER LFI
CAST IN PLACE CONCRETE CURB TYPE M100
0-1GOLF
6090405 50 $3000 $1,50000
CAST IN PLACE CONCRETE CURB TYPE M100
101-750 LF
6090405 200
$3000 $6,00000
PER LFI
CAST IN PLACE CONCRETE CURB TYPE M100
>750 LF
609.0405 1,000 $2900 $29,000.00
PER LFI
CAST IN PLACE CONCRETE CURB TYPE T100
0-100 LF
609.0407 50 $32.00 $1,60000
PER LFI
CAST IN PLACE CONCRETE CURB TYPE T100
101-750 LF
6090407 200 $31.00 $6,200.00
PER LFI
CAST IN PLACE CONCRETE CURB TYPE T100
>750 LF
609.0407 1,000 $3000 $30,000.00
PER LFI
CAST IN PLACE CONCRETE CURB AND GUTTER
TYPE VF150G
6090501 1,000 >750 LF $3400 $34,00000
PER LFI
CAST IN PLACE CONCRETE CURB AND GUTTER
TYPE M100G
609.0505 1,000 >750 LF $3500 $35,000.00
PER LFI
CAST IN PLACE CONCRETE CURB AND GUTTER
TYPE T 100G
609.0507 1,000 >750 LF $36.00 $36,000.00
PER LFI
TOPSOIL-ROADSIDE
0-25 CY
610.1402 15 $80.00 $1,20000
PER CYI
TOPSOIL-ROADSIDE
>25 CY
610.1402 30 $6500 $1,95000
PER CY I
TURF ESTABLISHMENT-ROADSIDE
0-250 SY
610.1601 175 $700 $1,225.00
PER SYI
22 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2—TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46—WILLIAM FLOYD PARKWAY)
LETTING NO ADA-090519—A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
TURF ESTABLISHMENT-ROADSIDE
>250 SY
610.1601 300 1 $6.00 $1,80000
PER SYI
614 060103 1 TREE REMOVAL OVER 4 INCHES TO 6 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
BELOW GRADE
$30000 $30000
PER EACH;
TREE REMOVAL OVER 6 INCHES TO 12 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
614 060203 1 BELOW GRADE $40000 $40000
PER EACH'
TREE REMOVAL OVER 12 INCHES TO 18 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
614.060303 1 BELOW GRADE $80000 $800.00
PER EACH
TREE REMOVAL OVER 18 INCHES TO 24 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
614.060403 1 BELOW GRADE $1,00000 $1,00000
PER EACH;
TREE REMOVAL OVER 24 INCHES TO 36 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
614060503 1 BELOW GRADE $1,20000 $1,200.00
PER EACH!
TREE REMOVAL OVER 36 INCHES TO 48 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
614060603 1 BELOW GRADE $1,80000 $1,800.00
PER EACH
TREE REMOVAL OVER 48 INCHES TO 60 INCHES
DIAMETER BREAST HEIGHT-STUMPS CUT TO
614.060703 1 BELOW GRADE $2,500.00 $2,50000
PER EACH;
PORTABLE VARIABLE MESSAGE SIGN(PVMS)
STANDARD SIZE-FULL MATRIX(LED),
619 110511 2 NO OPTIONAL EQUIPMENT SPECIFIED, $1,80000 $3,600.00
NO CELLULAR COMMUNICATION REQUIRED
PER EACH!
MAINTAIN TRAFFIC SIGNAL EQUIPMENT
(REQUIREMENTS)
619 16130189 3 $20000 $60000
PER MONTH;
MARK-OUT SIGNAL FACILITY
619 16130289 1 1 $320.00 $32000
PER EACH;
CLEANING CLOSED DRAINAGE SYSTEMS
0-250 LF
621.03 100 $1100 $1,10000
PER LFI
CLEANING CLOSED DRAINAGE SYSTEMS
>250 LF
621.03 100 1 $10.00 $1,000.00
PER LF;
CLEANING DRAINAGE STRUCTURES
0-5 EA
621.04 5 1 $90000 $4,500.00
PER EACHI
23 of 16 BID SHEETS AREA 2
r
c
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM,NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
CLEANING DRAINAGE STRUCTURES
>5EA
621.04 5 $800.00 $4,00000
PER EACH!
SURVEY OPERATIONS
625.01000089 2 $2,500.00 $5,000.00
PER DAY;
CLEANING AND PREPARATION OF PAVEMENT
SURFACES-LINES
635.0103 500 $200 $1,00000
PER LFI
CLEANING AND PREPARATION OF PAVEMENT
SURFACES-LETTERS
6350203 4 1 $6500 $260.00
PER EACH I
CLEANING AND PREPARATION OF PAVEMENT
SURFACES-SYMBOLS
6350303 2 $65.00 $13000
C
PER EACH;
MISCELLANEOUS REPAIRS
636 97000011 1 $1.00 $100
PER DCI
OFFICE TECHNOLOGY AND SUPPLIES
637.34 1 $1.00 SI 00
PER DC.
GROUND-MOUNTED SIGN PANELS WITHOUT
Z-BARS
645.5101 4 $22000 $88000
PER SFI
GROUND-MOUNTED SIGN PANELS LESS THAN OR
EQUAL TO 30 SF,WITH Z-BARS
645.5102 9 1 $22000 $1,980.00
PER SFI
GROUND-MOUNTED SIGN PANELS WITHOUT
Z-BARS HIGH VISIBILITY SHEETING
645.5201 4 $220.00 $880.00
PER SF;
GROUND-MOUNTED SIGN PANELS LESS THAN OR
EQUAL TO 30 SF,WITH Z-BARS,HIGH VISIBILITY
645.5202 9 SHEETING $22500 $2,025.00
PER SF.
TYPE A SIGN POSTS
645 81 1 $35000 $35000
PER EACHI
RETROREFLECTIVE SIGN POST STRIP
645 8102003 1 1 $10000 $10000
PER EACH;
BREAKAWAY WOODEN SIGN POSTS
64592 1 $300.00 $300.00
PER EACH.
24 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2'
ITEM NUMBER APPROXI, ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
RELOCATE SIGN PANEL,SIGN PANEL ASSEMBLY
SIZE I(UNDER 30 SF)
647.31 1
$30000 $30000
PER EACH!
REMOVE AND STORE SIGN PANEL,SIGN PANEL
ASSEMBLY SIZE I(UNDER 30 SF)
647.41 1 1 $5000 $5000
PER EACH;
REMOVE AND DISPOSE SIGN PANEL,SIGN PANEL
ASSEMBLY SIZE I(UNDER 30 SF)
647.51 1 1 $50.00 $5000
PER EACH;
REMOVE AND DISPOSE SIGNS,GROUND MOUNTED
TYPE A SIGN SUPPORTS AND FOUNDATIONS SIZE I
64761 1 (UNDER 30 SF) 1 $50.00 $50.00
PER EACH!
REPLACEMENT OF EXISTING DRAINAGE GRATES
655 05170010 1 $2,0000 0 $2,000.00
PER EACH!
CAST FRAME F3,MOUNTABLE CURB BOX CM3
AND RETICULINE GRATE G3
655.0703 1 1 $3,00000 $3,00000
PER EACH!
CAST FRAME F3,WITHOUT CURB BOX
AND WITH RETICULINE GRATE G3
655 07030010 1 $2,800.00 $2,800.00
PER EACH
CAST FRAME F3,UNMOUNTABLE CURB BOX CU3
AND RETICULINE GRATE G3
655.0706 1 $3,00000 $3,000.00
i
PER EACH;
STEEL BOLLARDS
655 10000088 1 $800.00 $80000
PER EACH!
MANHOLE FRAME AND GRATE
655.1201 1 1 $2,00000 $2,000.00
PER EACH!
MANHOLE FRAME AND COVER
655 1202 1 $2,00000 $2,000.00
PER EACH;
FOUNDATION FOR LIGHT STANDARDS(6FT)
6700106 1 $2,000.00 $2,00000
PER EACH!
FOUNDATION FOR LIGHT STANDARDS(8FT)
6700108 I $2,400.00 $2,400.00,
PER EACH!
BREAKAWAY TRANSFORMER BASE(ALUMINUM)
i
670 19 I $63000 $630.00
PER EACH;
25 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
SINGLE CONDUCTOR CABLE#6 GAGE
6707004 1 $2.00 $200
PER LFI
SINGLE CONDUCTOR CABLE#10 GAGE
670.7006 1
$120 $120
PER LFI
SINGLE CONDUCTOR DIRECT BURIAL CABLE
#2 GAGE
6707104 1 $365 $365
PER LFI
REMOVE LAMPPOST FOUNDATION
670.82 1 $10000 $100.00
PER EACH!
RELOCATE LAMPPOST ASSEMBLY
(NOT INCLUDING FOUNDATION)
t
67090 1 1 $45000 $45000
PER EACH!
POLE EXCAVATION AND CONCRETE FOUNDATION
680.5001 2 $3,60000 $7,200.00
PER CYI
ALTER ELEVATION OF PULLBOXES
680.51000010 1 $900.00 $90000
PER EACHI
PULLBOX,RECTANGULAR REINFORCED
CONCRETE(26 INCH X 18 INCH)
680 51050088 1 $2,40000 $2,400.00
PER EACHI
- INSTALL PULLBOX
680 51050089 1 $40000 $400.00
PER EACH!
PLASTIC PULLBOX
680 51060088 1i $445.00 $445.00
PER EACHI
CLEAN EXISTING PULLBOXES
680 51100010 1 $13500 $135.00
PER EACHI
CONDUIT,METAL STEEL,ZINC COATED,1"
680.520103 30 $12.00 $36000
PER LFI
CONDUIT,METAL STEEL,ZINC COATED,2"
680 520106 100 $1600 $1,600.00
i
PER LF!
CONDUIT,METAL STEEL,ZINC COATED,3"
680 520108 30 $2400 $72000
PER LFI
26 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND ,
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
CONDUIT JACKING OR BORING
680.53 75 $145.00 $10,875.00
PER LF;
INDUCTANCE LOOP INSTALLATION
680.541 500
$1900 $9,50000
PER LF;
INSTALL SIGNAL POST
680.67000189 2
$46500 $930.00
PER EACH;
INSTALL SIGNAL POST AND MODIFY EXISTING
FOUNDATION
680 67000289 2 $98500 $1,97000
PER EACH
TRAFFIC SIGNAL POLE-POST TOP MOUNT
5 FEET MOUNTING HEIGHT
680.6705 2 $990.00 $1,98000
PER EACH;
TRAFFIC SIGNAL POLE-POST TOP MOUNT
12 FEET MOUNTING HEIGHT
680.6712 21 $1,11500 $2,23000
PER EACH;
TRAFFIC SIGNAL POLE-POST TOP MOUNT,
10 FEET MOUNTING HEIGHT
6806710 2 $1,100.00 $2,20000
PER EACH!
SINGLE SPAN WIRE ASSEMBLY
680.7001 I $88000 $88000
PER EACH;
EXTEND SPAN WIRE ASSEMBLY
680 70010188 1 1 $39000 $390.00
PER EACH;
SHIELDED LEAD-IN CABLE
68071 300 $1.20 $36000
PER LF;
INDUCTANCE LOOP WIRE
680.72 700 1 $120 $84000
PER LFI'
SIGNAL CABLE,2 CONDUCTORS,#14 AWG
680.730214 400 $170 $68000
PER LFI
SIGNAL CABLE,5 CONDUCTORS,#14 AWG
680.730514 400 $250 $1,000.00
PER LF;
SIGNAL CABLE,10 CONDUCTORS,#14 AWG
680 731014 80i $300 $24000
PER LFI
27 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
SIGNAL CABLE,20 CONDUCTORS,#14 AWG
680.732014 80 $420 $336.00
PER LFI
INSTALL TRAFFIC SIGNAL CABLE
680 73211189 40 F $165 $66.00
PER LF!
SHIELDED COMMUNICATION CABLE,
3 PAIRS,#14 AWG
680 750314 1 $330 $330
PER LFI
SHIELDED COMMUNICATION CABLE,
6 PAIRS,#19 AWG
680 750619 1 $300 $300
PER LFI
SHIELDED COMMUNICATION CABLE-WITH
INTEGRAL MESSENGER,6 PAIRS,#l9 AWG
680.760619 1 $300 $300
PER LFI
MODIFICATIONS TO TRAFFIC SIGNAL
INSTALLATION
680 77000089 1 1 $500.00 $500.00
PER LS I
ALTER PULLBOX FOR CONDUIT
680 78010005 1
$55000 $550.00
PER EACH!
ALTER CONDUIT GROUP FOR PULLBOX
680.78020005 1 $820.00 $82000
PER EACH!
REMOVE POLE OR CONTROLLER FOUNDATION
680 79001189 1 $1,400.00 $1,400.00
PER EACH!
REMOVE TRAFFIC SIGNAL POLE
680 79001289 1
$40000 $40000
PER EACH!
REMOVE TRAFFIC SIGNAL PULLBOX
680 79001389 1 $220.00 $220.00
PER EACH!
REMOVE MISCELLANEOUS TRAFFIC SIGNAL
EQUIPMENT
680 79001489 1 $385.00 $38500
PER EACH INTERSECTION!
REMOVE SIGNAL CABLE
680 79001589 100 $100 $10000
PER LF;
REMOVE AERIAL INTERCONNECT CABLE
680 79001689 1
$12500 $12500
PER ATTACHMENT POINTI
28 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
TRAFFIC SIGNAL MODULE,12-INCH RED BALL,LED
680.810101 1 $11500 $11500
PER EACH I
TRAFFIC SIGNAL MODULE,12-INCH RED ARROW,
LED
680 810102 1
$12000 $120.00
PER EACH;
TRAFFIC SIGNAL MODULE,12-INCH YELLOW BALL
LED
680.810103 1 $120.00 $120.00
PER EACH;
TRAFFIC SIGNAL MODULE,12-INCH YELLOW
ARROW,LED
680.810104 1 $130.00 $130.00
PER EACH;
TRAFFIC SIGNAL MODULE,12-INCH GREEN BALL
LED
680 810105 1 1 $12000 $12000
PER EACH;
TRAFFIC SIGNAL MODULE,12-INCH GREEN
ARROW,LED
680 810106 1 $12000 $12000
PER EACH;
TRAFFIC SIGNAL SECTION-TYPE I,12 INCH
680.810107 1 $17500 $175.00
PER FACHI
TRAFFIC SIGNAL MODULE,12-INCH BI-MODAL
YELLOW/GREEN ARROWS,LED
680 810108 1 $165.00 $165.00
PER EACH;
TRAFFIC SIGNAL BRACKET ASSEMBLY,1 WAY
6808111 1 $37000 $37000
PER EACH;
TRAFFIC SIGNAL BRACKET ASSEMBLY,2 WAY
6808112 1i $62500 $625.00
PER EACH;
TRAFFIC SIGNAL BRACKET ASSEMBLY,3 WAY
6808113 1 $76000 $76000
PER EACH;
TRAFFIC SIGNAL BRACKET ASSEMBLY,4 WAY
680.8114 1 1 $92000 $920.00
PER EACH;
LED PEDESTRIAN SIGNAL WITH COUNTDOWN _
TIMER 16"X 18"
680 81320010 4 1 $1,04000 $4,160.00
PER EACH;
INSTALL PEDESTRIAN SIGNAL
680 81320089 4
$36500 $1,460.00
PER EACH;
29 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
AUDIBLE PEDESTRIAN SIGNAL
(PUSHBUTTON ASSEMBLY&CONTROL UNIT)
680 81330010 4 $91000 $3,640.00
PER EACH
INSTALL AUDIBLE PEDESTRIAN PUSHBUTTON
ASSEMBLY
680 81330089 4 i $220.00 $88000
PER EACH;
AUXILLIARY POLE AND FOUNDATION
680 81422010 1 $4,000.00 $4,00000
PER EACH
INSTALL AUXILLIARY POLE
680 81422089 1 $72000 $720.00
PER EACH!
TRAFFIC SIGNAL BACKPLATE WITH YELLOW
REFLECTIVE TAPE(5"BORDER)
680 81990003 1
$14000 $14000
PER EACH;
OVERHEAD SIGN ASSEMBLY,TYPE D
6808204 1 1 $60000 $600.00
PER EACH I
INSTALL OVERHEAD SIGN ASSEMBLY
680 82040089 1 $300.00 $30000
PER EACH!
FURNISH AND INSTALL LIGHT EMITTING DIODE-ED)
BLANKOUT TRAFFIC SIGN ASSEMBLY
680 82220002 1 $4,50000 $4,50000
PER EACH;
PEDESTRIAN PUSH BUTTON AND SIGN WITHOUT
POST
680 82250007 4 $500.00 $2,000.00
PER EACH!
PEDESTRIAN PUSH BUTTON PEDESTAL
680 82250088 2 $410.00 $820.00
PER EACH;
INSTALL PEDESTRIAN PUSH BUTTON ASSEMBLY
680.82250089 4 i $265 00 $1,060.00
PER EACHI
FURNISH AND INSTALL PEDESTRIAN PUSHBUTTON
EXTENDER
680 82250090 4 1 $350.00 $1,400.00
PER EACH!
FURNISH AND INSTALL PEDESTRIAN PUSHBUTTON
SPACER
680.82250091 4 $25500 $1,020.00
PER EACH!
PEDESTRIAN PUSH BUTTON AND SIGN WITH POST
680.8226 4 i $77000 $3,08000
PER EACH!
30 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2-TOWNS OF BABYLON,HUNTINGTON,ISLIP,SMITHTOWN AND
PORTIONS OF BROOKHAVEN(WEST OF AND INCLUDING CR 46-WILLIAM FLOYD PARKWAY)
LETTING NO.ADA-090519-A1
ITEMIZED PROPOSAL-AREA#2
ITEM NUMBER APPROX. ITEM WITH UNIT BID PRICE WRITTEN IN WORDS UNIT PRICE AMOUNT BID
QUANTITY
INSTALL INDUCTANCE LOOP SENSOR
680 83010089 1 $38500 $385.00
PER EACH!
WHITE THERMOPLASTIC REFLECTORIZED
PAVEMENT STRIPES
687.0101 500 $1.00 $50000
PER LF!
YELLOW THERMOPLASTIC REFLECTORIZED
PAVEMENT STRIPES
687.0201 100 $1.00 $100.00
PER LF!
WHITE THERMOPLASTIC REFLECTORIZED
PAVEMENT LETTERS
687.0301 4 $120.00 $480.00
PER EACH!
WHITE THERMOPLASTIC REFLECTORIZED
PAVEMENT SYMBOLS
687.0401 2 1 $12000 $24000
PER EACH;
FIELD CHANGE PAYMENT(FCP)
697.03 1 $1.00 $100
I
PER DCI
ASPHALT PRICE ADJUSTMENT
698.04 1 $1.00 $100
PER DC1
FUEL PRICE ADJUSTMENT
698.05 1 1 $1.00 $100
PER DC!
Subtotal of Items: $872,663.15
NEC 619.01 BASIC WORK ZONE TRAFFIC CONTROL SHALL BE 7% $61,086.42
OF SUBTOTAL SHOWN ABOVE.
AREA 2-TOTAL SUM BID FOR NORMAL WEEKDAY WORK HOURS $933,749.57
TOTAL SUM BID FOR NORMAL WEEKDAY WORK HOURS IN WORDS
NOTE:Quantities shown are for bidding purposes only.The contractor must enter an amount for each item.The"Low Bidder"will be determined by
comparing"TOTAL BID FOR COMPARISON PRICE".The County will select component items as required for each project.
SEE NEXT PAGE FOR MULTIPLIERS FOR OTHER THAN NORMAL WEEKDAY WORK HOURS
i
31 of 16 BID SHEETS AREA 2
DEAL CONCRETE CORP ADA-090519-A1
ANNUAL CURB AND SIDEWALK REQUIREMENTS CONTRACT
AREA 2 -TOWNS OF RIVERHEAD, SOUTHAMPTON, SOUTHOLD, EAST HAMPTON,
SHELTER ISLAND AND PORTIONS OF BROOKHAVEN (E. OF CR 46 -WM. FLOYD PKWY)
LETTING NO. ADA-090519-A1
ITEMIZED PROPOSAL -AREA#2
QUANTITY »-' DESCRIPTIONMUL IPLIEk,_
m_
[ROUND TO THE NEAREST HUNDREDTH.(100TH)]:
a. NEC' OFF-PEAK MULTIPLIER
"'THE
THE CONTRACTOR IS ONLY PREMITTED TO WORK
r, BETWEEN THE HOURS OF 9AM TO 3PM, MONDAY
THROUGH FRIDAY LANE CLOSURES AND LANE SHIFTS
WILL ONLY BE PERMITTED DURING THESE HOURS.
"., WORK DURING THESE HOURS WILL BE TABULATED BY 1.45
" USING THE CONTACTORS TOTAL SUM BID FOR NORMAL
WEEKDAY WORK HOURS MULTIPLIED BY HIS/HER
MULTIPLIER FOR OFF-PEAK HOURS
Total Sum Bid Multiplied By Off-Peak Multiplier: $1,353,936.88
NEC WEEKEND MULTIPLIER
THE CONTRACTOR IS ONLY PREMITTED TO WORK
BETWEEN THE HOURS OF 800 AM TO 4.30 PM,
SATURDAY AND/OR SUNDAY. LANE CLOSURES AND
LANE SHIFTS WILL ONLY BE PERMITTED DURING THESE
HOURS. WORK DURING THESE HOURS WILL BE 1.49
TABULATED BY USING THE CONTACTORS TOTAL SUM
BID FOR NORMAL WEEKDAY WORK HOURS MULTIPLIED
T' BY HIS/HER MULTIPLIER FOR WEEKEND HOURS
Total Sum Bid Multiplied By Weekend Multiplier: $1,391,286.86
"NEC. NIGHT TIME MULTIPLIER
' ,THE CONTRACTOR IS ONLY PREMITTED TO WORK
BETWEEN THE HOURS OF 10:00 PM TO 5 00 AM,SUNDAY
�r
£"` NIGHT THROUGH FRIDAY MORNING. LANE CLOSURES
AND LANE SHIFTS WILL ONLY BE PERMITTED DURING
Jar THESE HOURS WORK DURING THESE HOURS WILL BE 1.90
£" TABULATED BY USING THE CONTACTORS TOTAL SUM
BID FOR NORMAL WEEKDAY WORK HOURS MULTIPLIED
BY HIS/HER MULTIPLIER FOR NIGHT HOURS
Total Sum Bid Multiplied By Night Multiplier: $1,774,124.18
16 of 16 BID SHEETS AREA 2
af FI
o,���k O •r I G NAL
RECEIVED
NOV 1 9 2019
Office of the Town Attorney Southold Town Clerk
Town of Southold
Town Hall Annex, 54375 Route 25
P.O. Box 1179
Southold, New York 11971-0959
Telephone : 631-765-1939
Facsimile: 631-765-6639
MEMORANDUM
To: Ms. Elizabeth A. Neville, Town Clerk
.From: Mary Silleck
Secretary to the Town Attorney
Date:, November 18, 2019
Subject: Agreement between Town of Southold and
DeAI Concrete Corp.
(repair sidewalks in the Village of Greenport)
With respect to the above-referenced matter, I am enclosing the original
Agreement together with the Resolution.
If you have any questions regarding the enclosed, please do not hesitate to call
me. Thank you.
/ms
Enclosures
cc: Accounting