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OFFICE OF CITY CLERK
SCHENECTADY, NEW YORK
AGENDA FOR
THE COUNCIL CAUCUS
AND
THE CITY COUNCIL MEETING
Monday, February 9, 2026
Room 209
7:00 p.m.
UNANIMOUS CONSENT
01 Council Member A RESOLUTION Calling for a Public Hearing to
Amend the Schenectady City Code Chapter 183
Votes Required 7
UNANIMOUS CONSENT
02 Council Member A RESOLUTION Authorizing the Purchase
Agreement for 1 Rosenbauer Cobra MM Tower
Aerial and 2 Rosenbauer Commander
Pumpers for the Fire Department
Votes Required 7
UNANIMOUS CONSENT
03 Council Member A RESOLUTION Supporting Retree
Schenectady’s Application to National Grid’s
“10,000 Trees…and Growing!” Program
Votes Required 7
UNANIMOUS CONSENT
04 Council Member A RESOLUTION Commemorating 100 years
From Reconstruction to Now: The Legacy of
Black Leadership from Reconstruction to
Present
Votes Required 7
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Friday, February 6, 2026 Page 1 of 2

[PAGE 2]
Monday, February 9, 2026
Room 209
7:00 p.m.
UNANIMOUS CONSENT
05 Council Member A RESOLUTION Authorizing the
Implementation and funding in the First
Instance 100% of the Federal-Aid and State
"Marchiselli" Program-Aid Eligible Costs, of the
“Pedestrian Safety Action Plan (PSAP)”, City of
Schenectady, Schenectady County, P.I.N.
1760.95” Project, and Appropriating Funds,
Therefore.
Votes Required 7
UNANIMOUS CONSENT
06 Council Member A RESOLUTION Accepting the Bid and
Awarding the Contract for “Craig Street
Pavement & Bridge Rehab NYSDOT PIN
1761.69” to Carver Construction, Inc. in the
amount of $14,972,174.00
Votes Required 7
UNANIMOUS CONSENT
07 Council Member A RESOLUTION Authorizing the Issuance of
Revocable Permit No. 692 to Riggi & Co. LLC
for Awnings That Will Overhang the City’s
Right-of-Way at 156 Barrett Street,
Schenectady, N.Y.
Votes Required 7
UNANIMOUS CONSENT
08 Council Member A RESOLUTION Authorizing the Issuance of
Revocable Permit No. 693 to Sweet Sprig LLC
for a Sign & Awning That Will Overhang the
City’s Right-of-Way at 166 Jay Street,
Schenectady, N.Y.
Votes Required 7
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Friday, February 6, 2026 Page 2 of 2

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CITY COUNCIL
SCHENECTADY, NEW YORK
RESOLUTION NO.
Councilmember offered the following:
RESOLVED, that the City Council will conduct a public hearing in relation to:
An Ordinance to Amend and Update Certain Sections of Chapter 183 of the Schenectady City
Code Entitled “Nuisances”
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Said Public hearing shall be held on Monday, February 23, 2026, at 7:00
p.m. at Council Chambers, Room 209, Schenectady City Hall, 105 Jay
Street, Schenectady, New York – for the purpose of receiving public
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comment relative to the proposed Ordinance to amend and update certain
sections of Chapter 183 of the Schenectady City Code Entitled “Nuisances”.
RESOLVED, that the City ClerkA shall have the following notice published in the appropriate
manner:
NOTICE OF
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PUBLIC HEARING
An Ordinance to Amend and Update Certain Sections of Chapter 183 of the Schenectady City
DCode Entitled “Nuisances”.
On Monday, February 23, 2026, at 7:00 p.m., the Schenectady City Council shall conduct a public
hearing in relation to the above-referenced matter. Said public hearing shall be held in Council Chambers,
Room 209, Schenectady City Hall, 105 Jay Street, Schenectady, New York – for the purpose of receiving
public comment relative to the above-referenced matter; and be it further
RESOLVED, that copies of the proposed Ordinance will be made available on the City website
at www.cityofschenectady.com for public inspection beginning no later than February 18, 2026, and be it
further
RESOLVED, that all interested parties may also be heard by submitting written comments to the
City Clerk www.cityofschenectady.com/158/City-Council, by email to: smykoo@schenectadyny.gov, or
mail at City Clerk, 105 Jay St., Schenectady, NY 12305, by 12:00 p.m. on February 23, 2026.
Approved as to form this
___ day of February 2026.
________________________
Maxine L. Barasch, Esq.
Corporation Counsel
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CITY COUNCIL
SCHENECTADY, NEW YORK
Councilmember Offered the Following:
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An Ordinance to amend Chapter 183, of the Schenectady City Code to reflect the updates
in the New York State Penal Law.
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The Council of the City of Schenectady in regular meeting convened, ordains as follows:
Section 1. Purpose: To amend the Schenectady City Code to reflect the changes in the New
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York State Penal Law.
Section 2. Section 183-1(B)(1) of the Schenectady City Code is amended as follows:
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Article I. Nuisance Abatement
Section 183-1. Legislative findings; nuisances enumerated; abatement.
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A. Declaration of legislative findings.
(1) The Council finds that public nuisances exist in the City of Schenectady in the operation of
certain establishments and the use of property in flagrant violation of certain Penal Law and
Municipal Code provisions, which nuisances substantially and seriously interfere with the
interest of the public in the quality of life and total community environment, commerce in the
City, property values and the public health, safety and welfare.
(2) The Council further finds that the continued occurrence of such activities and violations is
detrimental to the health, safety and welfare of the people of the City of Schenectady and of the
businesses thereof and the visitors thereto. It is the purpose of the Council to authorize and
empower the Mayor to impose sanctions and penalties for such public nuisances, and such
powers of the Mayor may be exercised either in conjunction with or apart from the powers
contained in other laws without prejudice to the use of procedures and remedies available under
such other laws.
(3) The Council further finds that the sanctions and penalties imposed by the Mayor pursuant to
this chapter constitute an additional and appropriate method of law enforcement in response to
the proliferation of the above-described public nuisances. The sanctions and penalties are
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reasonable and necessary in order to protect the health and safety of the people of the City and to
promote the general welfare.
B. Public nuisances defined. For purposes of this section, a public nuisance shall be deemed to
exist whenever through violations of any of the following provisions resulting from separate
incidents at a building, erection or place, 12 or more points are accumulated within a period of
12 months, or 18 or more points within a period of 24 months, in accordance with the following
point system. Where more than one violation occurs during a single incident, the total points for
the incident shall be the highest point value assigned to any single violation.
(1) The following violations shall be assigned a point value of six points:
(a) Article 220 of the Penal Law (controlled substances offenses).
(b) Article 221 222 of the Penal Law (offenses involving marijuana).
(c) Article 225 of the Penal Law (gambling offenses).
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(d) Article 230 of the Penal Law (prostitution offenses).
(e) Sections 165.40, 165.45, 165.50, 165.52 and 165.54 of the Penal Law (criminal possession
of stolen property).
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(f) The Alcoholic Beverage Control Law.
(g) Article 265 of the Penal Law (firearms and other dangerous weapons).
(h) Sections 260.20 and 260.21 of the Penal Law (unlawfully dealing with a child).
(i) Article 263 of the Penal Law (sexuaAl performance by a child).
(j) Section 415-a of the Vehicle and Traffic Law (vehicle dismantlers).
(k) Section 175.10 of the Penal Law (falsifying business records).
(l) Sections 170.65 and 170.R70 of the Penal Law (forgery of and illegal possession of a vehicle
identification number).
(m) Possession, use, sale or offer for sale of any alcoholic beverage in violation of Article 18 of
the Tax Law, or of any cigarette or tobacco products in violation of Article 20 of the Tax Law.
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(n) Article 158 of the Penal Law, (welfare fraud).
(o) Article 178 of the Penal Law (criminal diversion of prescription medications and
prescriptions).
(p) Section 147 of the Social Services Law (food stamp program fraud).
(q) Any other felony under New York State law.
(r) Chapter 182 of the Code (noise).
(2) The following violations shall be assigned a point value of four points:
(a) Chapter 167 of the Code (housing standards and property maintenance).
(b) Operating a business during hours which the business is required to be closed pursuant to
Chapter 264 of the Code (Zoning Ordinance).
(c) Allowing persons on the premises in excess of occupancy limits.
(d) Any other misdemeanor under New York State law.
(3) The following violations shall be assigned a point value of three points:
(a) Chapter 192 of the Code (peace and good order).
(b) Chapter 144 of the Code (dogs and other animals).
(c) Chapter 260 of the Code (weights and measures; trade practices).
(d) Chapter 126 of the Code (alcoholic beverages).
(e) Suffering or permitting the premises to become disorderly, including suffering or permitting
fighting or lewdness.
(f) Any other violation under New York State Law or under the City Code of Schenectady.
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(4) For purposes of this section, a conviction for an offense in a court of competent jurisdiction
or an administrative bureau shall not be required. Instead, the City shall prove by a
preponderance of the evidence that the violations have occurred. However, a conviction, as
defined and applied in accordance with the provisions of § 1.20 of the Criminal Procedure Law,
in any court of competent jurisdiction, or a written acknowledgment of violation in a civil
compromise proceeding in the Bureau of Consumer Protection, shall constitute conclusive proof
of a violation. Conviction of an attempt to commit a violation of any of the specified provisions
shall be considered a conviction for a violation of the specified provision.
C.
Abatement. For the purposes of this chapter, "abatement" shall mean a concerted effort by a person
with an interest in a licensed business to severely diminish or eliminate the activity or activities
constituting the nuisance found to exist at or within the premises. Abatement may include, by way
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of example and not exclusion: hiring of security personnel, lighting changes, video or audio
monitoring equipment, signage, cooperation with police and other enforcement agencies, bureaus,
departments and authorities, eviction or court action.
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§ 183-2Powers of Mayor with respect to public nuisances.
A. In in the event that a licensee doesA not abate the nuisance, the Mayor may by written order
decide to hold a hearing at which he or his designee shall preside. The hearing shall be open to the
public, and shall be upon at least five days' notice. At any such hearing or continuation thereof, the
licensee shall be entitled to beR represented by counsel, and all persons shall have the right to present
evidence, witnesses or proof, not limited to that evidence, witnesses or proof entitled to be
introduced into courts.
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B. In addition to the enforcement procedures established elsewhere, the Mayor or the Mayor's
designee, after notice and opportunity for a hearing with respect to a public nuisance, shall be
authorized:
(1) To order the closing of the building, erection or place to the extent necessary to abate the
nuisance;
(2) To suspend for a period not to exceed six months or revoke for a period of one year a certificate
of use issued for such premises, and to prevent the operator from obtaining a new certificate of use
for another location for the period of suspension or revocation;
(3) To suspend for a period not to exceed six months or revoke for a period of one year any
occupational license or permit issued by the City related to the conduct of a business or trade at
the premises, which suspension or revocation shall also apply to any other locations operated by
the holder for which the license or permit is required; or
(4) Any combination of the above.
C. Service of notice.
(1) Prior to the issuance of orders by the Mayor or the Mayor's designee pursuant to this section,
the Mayor or the Mayor's designee shall give notice and opportunity for a hearing to the owner,
lessor, lessee and mortgagee of a building, erection or place wherein the public nuisance is being
conducted, maintained or permitted. Such notice shall be served upon an owner pursuant to Article
3 of the Civil Practice Law and Rules, upon a lessor or lessee pursuant to § 735 of the Real Properly
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Actions and Proceedings Law, and upon a mortgage means of certified mail, return receipt
requested, sent to the mortgagee's last known address, or by service upon the Clerk of the City if
a rental certificate for the building has been issued, provided that any service other than delivery
to the person to be served shall be complete immediately upon delivery, mailing or posting without
the necessity of filing proof of service with the clerk of any court or agency before the hearing.
The person in whose name the real estate affected by the orders of the Mayor or the Mayor's
designee as recorded in the office of the County Clerk shall be presumed to be the owner thereof.
Proceedings shall be commenced by service of the notice and opportunity for a hearing within 60
days after the occurrence of the most recent violation cited in the notice.
(2) The lack of knowledge of, acquiescence or participation in or responsibility for a public
nuisance on the part of the owners, lessors, lessees, mortgagees and all those persons in possession
or having charge of as agent or otherwise, or having any interest in the property, real or personal
T
used in conducting or maintaining the public nuisance, shall not be a defense by such owners,
lessors and lessees, mortgagees and such other persons.
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D. Orders of the Mayor or the Mayor's designee issued pursuant to this section shall be posted at
the building, erection or place where a public nuisance exists or is occurring in violation of law
and shall be mailed to the owner of record thereof within one business day of the posting.
A
E. Five business days after the posting of an order issued pursuant to this section and upon the
written directive of the Mayor or the Mayor's designee, officers of the Schenectady Police
Department are authorized toR act upon and enforce such orders.
F. Where the Mayor or the Mayor's designee closes a building, erection or place pursuant to this
section, such closing shall be for such period as the Mayor or the Mayor's designee may direct, but
D
in no event shall the closing be for a period of more than one year from the posting of the order
pursuant to this section. If the owner, lessor or lessee shall file a bond in an amount determined by
the Mayor or the Mayor's designee but which may not exceed the value of the property ordered to
be closed and submit proof satisfactory to the Mayor or the Mayor's designee that the nuisance has
been abated and will not be created, maintained or permitted for such period of time as the building,
erection or place has been directed to be closed by the order of the Mayor or the Mayor's designee,
then the Mayor or the Mayor's designee may vacate the provisions of the order that direct the
closing of the building, erection or place.
G. A closing directed by the Mayor or the Mayor's designee pursuant to this section shall not
constitute an act of possession, ownership or control by the City of the closed premises.
H. It shall be a misdemeanor for any person to use or occupy or to permit any other person to use
or occupy any building, erection or place or portion thereof ordered closed by the Mayor or the
Mayor's designee. Mutilation or removal of a posted order of the Mayor or the Mayor's designee
shall be punishable by a fine of not more than $250 or by imprisonment not exceeding 15 days, or
both, provided that such order contains therein a notice of such penalty.
I. Intentional disobedience or resistance to any provision of the orders issued by the Mayor or the
Mayor's designee pursuant to this section, in addition to any other punishment prescribed by law,
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shall be punishable by a fine of not more than $1,000 or by imprisonment not to exceed six months,
or both.
J. The Mayor or the Mayor's designee may promulgate rules and regulations to carry out and give
full effect to the provisions of this section.
K. If any provision of this section or the application thereof to any person or circumstances is held
invalid, the remainder of this section and the application of such provisions to other persons and
circumstances shall not be rendered invalid thereby.
L. The Mayor shall prepare a quarterly report to be submitted to City Council summarizing the
actions taken under this section and indicating the results of such actions.
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Section 3: This Ordinance shall take effect immediately
Approved as Form
F
__day December 2025
A
___________________
Maxine Barasch, Esq.
Corporation Counsel R
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New language is underlined.
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CITY COUNCIL
SCHENECTADY, NEW YORK
RESOLUTION NO.
Councilmember offered the following:
A Resolution to Authorizing the Mayor to Enter into Agreement with Leasing 2, Inc. for the
Replacement of one Aerial Platform Fire Apparatus and Two Pumper Fire Trucks for the
Schenectady Fire Department.
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WHEREAS, the Schenectady Fire Department (SFD) requires the replacement of one Aerial
Platform Fire Apparatus and Two Pumper Fire Trucks; and
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WHEREAS, the acquisition of the equipment is best through a lease-purchase Agreement
between the City of Schenectady and Leasing 2, Inc. 1720 West Cass Street, Tampa, Florida; and
A
WHEREAS, the City will utilize the escrow discount financing option for the acquisition of one
Rosenbauer Cobra MM Tower Aerial and Two Rosenbauer Commander Pumpers with an anticipated
delivery date during the first quarter of 2028; and
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NOW, THEREFORE BE IT,
RESOLVEDD, that the City Council does hereby authorize the Mayor to enter into a lease-
purchase agreement with Leasing 2 Inc., and to execute any other documentation necessary, to acquire
One Aerial Platform Fire Apparatus and Two Pumper Fire trucks as described above.
Approved as to form this
___ day of February 2026.
___________________________
Maxine L. Barasch, Esq.
Corporation Counsel
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CITY COUNCIL
SCHENECTADY, NEW YORK
RESOLUTION NO.
Councilmember offered the following:
A Resolution Supporting Retree Schenectady’s Application to National
Grid’s “10,000 Trees…and Growing!” Program.
WHEREAS, Retree Schenectady is applying to NatiTonal Grid’s “10,000 Trees…and Growing!”
tree planting reimbursement program; and
WHEREAS, this program provides reimburFsement funding for eligible tree planting projects
that advance environmental sustainability and urban forestry goals; and
WHEREAS, Retree Schenectady’sA application seeks to include trees planted throughout the City
through the year 2030 and the application requires the endorsement of the locality; and
NOW THEREFORE BE IT,
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RESOLVED, the City Council endorses and supports Retree Schenectady’s application for
Nation Grid’s “10,000 Trees and Growing!” tree planning reimbursement program and the efforts of
Retree Schenectady iDn tree planting which contributes to improved air quality, mitigation of urban heat
islands, enhanced stormwater management and neighborhood beautification throughout the City of
Schenectady.
Approved as to form this
___ day of February 2026.
___________________________
Maxine L. Barasch, Esq.
Corporation Counsel
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CITY COUNCIL
SCHENECTADY, NEW YORK
RESOLUTION NO.
Councilmember offered the following:
A RESOLUTION COMMEMORATING 100 YEARS OF BLACK POLITICAL HISTORY AND
HONORING THE ENDURING LEGACY OF BLACK LEADERSHIP FROM
RECONSTRUCTION TO THE PRESENT
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WHEREAS, the political legacy of Black Americans began not in comfort but in crucible emerging
from the ashes of enslavement into the bold dawn of Reconstruction when newly freed men and women
stepped into public life with courage conviction and a God given determination to claim their rightful
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place in the democracy they helped build; and
WHEREAS, during Reconstruction Black legislators educators ministers and community leaders
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rose with unprecedented power founding schools, shaping constitutions, passing civil rights laws, and
proving to the world that Black political leadership was not only possible but transformative; and
WHEREAS, the backlasRh that followed Jim Crow disenfranchisement, racial terror, and systemic
suppression sought to silence Black political power yet the spirit of the people remained unbroken
sustained by faith fortified by community and anchored in the unshakeable belief that justice would
prevail; and
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WHEREAS, across the 20th century Black Americans continued to push the nation toward its
highest ideals through the Great Migration the Harlem Renaissance the Civil Rights Movement and the
rise of Black elected officials who challenged injustice expanded opportunity and reshaped the political
landscape of the United States; and
WHEREAS, the NAACP founded in 1909 has stood for more than a century as a moral compass
and legal force defending voting rights dismantling segregation confronting discrimination and ensuring
that Black political participation would not only survive but thrive; and
WHEREAS, the Voting Rights Act of 1965 won through blood sacrifice and unrelenting activism
opened the doors for generations of Black leaders, mayors, legislators, judges, governors, and national
trailblazers whose leadership continues to strengthen democracy and expand freedom; and
WHEREAS, today Black political influence is seen at every level of government in every region
of the nation and in every arena of public life demonstrating that the seeds planted during Reconstruction
have grown into a powerful enduring legacy of leadership excellence and civic transformation; and
WHEREAS, the last 100 years reveal a truth that cannot be denied Black political power is not a
moment but a movement not an exception but a foundation not a struggle alone but a story of victory
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resilience and divine purpose; and
NOW, THEREFORE BE IT RESOLVED, that this resolution commemorates 100 years of Black
political history honoring the triumphs sacrifices and unstoppable leadership of Black Americans from
Reconstruction to the present and recognizing their essential role in shaping the moral civic and
democratic fabric of the United States; and
BE IT FURTHER RESOLVED that we recommit ourselves to protecting voting rights expanding
representation uplifting Black leadership and carrying forward the sacred work begun by our ancestors
ensuring that the next century of Black political history is marked by even greater justice, unity, and
victory.
Approved as to form this
____ day of February, 2026.
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____________________________
Maxine L. Barasch, Esq.
Corporation Counsel
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A
R
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CITY COUNCIL
SCHENECTADY, NEW YORK
RESOLUTION NO.
Councilmember offered the following:
A Resolution Authorizing the implementation, and funding in the first instance
100% of the federal-aid and State "Marchiselli" Program-aid eligible costs, of the
“Pedestrian Safety Action Plan (PSAP)”, City of Schenectady, Schenectady County,
P.I.N. 1760.95” project, and appropriating funds, therefore.
WHEREAS, a Project for the Pedestrian SafetTy Action Plan (PSAP), City of
Schenectady, Schenectady County P.I.N. 1760.95 (the Project") is eligible for funding
under Title 23 U.S. Code, as amended, that calls for the apportionment of the costs such
program to be borne at the ratio of 80% FedeFral funds and 20% non-federal funds; and
WHEREAS, the City of Schenectady desires to advance the Project by making a
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commitment of 100% of the non-federal share of the costs of Design, Construction,
Construction Inspection.
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NOW, THEREFORE, the City Council, duly convened does hereby
RESOLVE, that the City Council hereby approves the above-subject project; and it is
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hereby further
RESOLVED, that the City Council hereby authorizes the City of Schenectady to pay in
the first instance 100% of the federal and non-federal share of the cost of Design /
Construction work for the Project or portions thereof; and it is further
RESOLVED, that the sum of $998,385.17 is hereby appropriated from Capital Budget
Code IC517083-201 and made available to cover the cost of participation in the above
phase of the Project; and it is further
RESOLVED, that in the event the full federal and non-federal share costs of the project
exceeds the amount appropriated above, the Supervisor of the City of Schenectady shall
convene as soon as possible to appropriate said excess amount immediately upon the
notification by the NYS Department of Transportation thereof, and it is further
RESOLVED, that the Supervisor of the City of Schenectady be and is hereby authorized
to execute all necessary Agreements, certifications or reimbursement requests for Federal
Aid and/or Marchiselli Aid on behalf of the City of Schenectady with the New York
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State Department of Transportation in connection with the advancement or approval of
the Project and providing for the administration of the Project and the municipality's first
instance funding of project costs and permanent funding of the local share of federal-aid
and state-aid eligible Project costs and all Project costs within appropriations therefore
that are not so eligible, and it is further
RESOLVED, that a certified copy of this resolution be filed with the New York State
Commissioner of Transportation by attaching it to any necessary Agreement in
connection with the Project. and it is further
RESOLVED, this Resolution shall take effect immediately
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Approved as to form this
____of February 2026.
F
__________________________
Maxine Barasch, Esq. A
Corporation Counsel
R
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SUPPL (06/2023) Supplemental Agreement Cover for Local Agreements
Sponsor:City of Schenectady
PIN: 1760.95 BIN:
Comptroller's Contract No. D036491
Supplemental Agreement No.2
Date Prepared:1/26/2026 By:RBG
Press F1 for instructions in the blank fields: Initials
SUPPLEMENTAL AGREEMENT No. 2 to D036491 (Comptroller's Contract No.)
This Supplemental Agreement is by and between:
the New York State Department of Transportation ("NYSDOT"), having its principal office at 50
Wolf Road, Albany, NY 12232, on behalf of New York State (“State”)
and
City of Schenectady (the Sponsor)
Acting by and through the Mayor
with its office at City Hall 105 Jay Street, Schenectady, NY 12305.
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This amends the existing Agreement between the parties in the following respects only:
Amends a previously adopted Schedule A by (check as applicable):
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amending a project description
A
amending the contract end date
amending the scheduled funding by:
adding additionaRl funding (check and enter the # phase(s) as applicable):
adding phase Design which covers eligible costs incurred on/after 8/30/2019
adding phase Construction which covers eligible costs incurred on/after
8/6/2021 D
increasing funding for a project phase(s)
adding a pin extension
change from Non-Marchiselli to Marchiselli
deleting/reducing funding for a project phase(s)
other ( )
Amends a previously adopted Schedule “B" (Phases, Sub-phase/Tasks, and Allocation of
Responsibility)
Amends a previously adopted Agreement by replacing the Appendix A dated October 2019
with the Appendix A dated June 2023.
Amends a previously adopted Agreement by adding:
Appendix B M/WBE/SDVOB.
Retention Exhibit.
Other:
Amends the text of the Agreement as follows (insert text below):
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Schedule A (10/2024)
Press F1 to read instructions in blank fields Page 1 of 3
SCHEDULE A – Description of Project Phase, Funding and Deposit Requirements
NYSDOT/ State-Local Agreement - Schedule A for PIN 1760.95
Contract Start Date: 8/30/2019(mm/dd/yyyy) Contract End Date: 8/30/2028(mm/dd/yyyy)
OSC Contract #: D036491
Check, if date changed from the last Schedule A
Purpose: Original Standard Agreement Supplemental Schedule A No. 2
Agreement Locally Administered Municipality/Sponsor (Contract Payee): City of Schenectady
Type: Other Municipality/Sponsor (if applicable):
State Administered List participating Municipality(ies) and the % of cost share for each and indicate by checkbox which
Municipality this Schedule A applies.
Municipality: % of Cost share
Municipality: % of Cost share
Municipality: % of Cost share
Authorized Project Phase(s) to which this Schedule applies: PE/Design ROW Incidentals
ROW Acquisition Construction/CI/CS
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Work Type: BIKE/PED./FACILITIES County (If different from Municipality):
(Check, if Project Description has changed from last Schedule A):
Project Description: Pedestrian Safety Plan (PSAP), City of SFchenectady
Marchiselli Eligible Yes No
A
A. Summary of Participating Costs FOR ALL PHASES For each PIN Fiscal Share below, show current costs on the rows
indicated as “Current”. Show the old costs from the previous Schedule A on the row indicated as “Old.” All totals will calculate automatically.
LOCAL
“Current” R DEPOSIT
PIN Funding
or “Old” FEDERAL STATE AMOUNT
Fiscal Source TOTAL Costs LOCAL Funds
entry Funds Funds (Required
Share (Percentage)
indicator only if State
Administered)
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Current HSIP ** $187,364.00 $187,364.00 $0.00 $0.00 $0.00
1760.95.121
Old HSIP ** $83,882.83 $83,882.83 $0.00 $0.00 $0.00
Current HSIP ** $2,099,055.00 $2,099,055.00 $0.00 $0.00 $0.00
1760.95.321
Old HSIP ** $1,204,151.00 $1,204,151.00 $0.00 $0.00 $0.00
Current 100% Local $ 0.00 $0.00 $0.00 $0.00 $0.00
1760.95.NPS
Old 100% Local $618,904.45 $0.00 $0.00 $618,904.45 $0.00
Current $ 0.00 $0.00 $0.00 $0.00 $0.00
. .
Old $ 0.00 $0.00 $0.00 $0.00 $0.00
Current $ 0.00 $0.00 $0.00 $0.00 $0.00
. .
Old $ 0.00 $0.00 $0.00 $0.00 $0.00
. . Current $ 0.00 $0.00 $0.00 $0.00 $0.00
Old $ 0.00 $0.00 $0.00 $0.00 $0.00
. . Current $ 0.00 $0.00 $0.00 $0.00 $0.00
Old $ 0.00 $0.00 $0.00 $0.00 $0.00
. . Current $ 0.00 $0.00 $0.00 $0.00 $0.00
Old $ 0.00 $0.00 $0.00 $0.00 $0.00
. . Current $ 0.00 $0.00 $0.00 $0.00 $0.00
Old $ 0.00 $0.00 $0.00 $0.00 $0.00
. . Current $ 0.00 $0.00 $0.00 $0.00 $0.00
Old $ 0.00 $0.00 $0.00 $0.00 $0.00
TOTAL CURRENT COSTS: $2,286,419.00 $2,286,419.00 $ 0.00 $ 0.00 $ 0.00
16

[PAGE 17]
Schedule A (10/2024)
Press F1 to read instructions in blank fields Page 2 of 3
NYSDOT/State-Local Agreement – Schedule A PIN 1760.95
B. Local Deposit(s) from Section A: $ 0.00
Additional Local Deposit(s) $0.00
Total Local Deposit(s) $ 0.00
C. Total Project Costs All totals will calculate automatically.
Total Total Total Total
FEDERAL STATE LOCAL ALL SOURCES
Cost Cost Cost Cost
$2,286,419.00 $ 0.00 $ 0.00 $2,286,419.00
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Total FEDERAL Cost $2,286,419.00
F
Total STATE Cost $ 0.00
SFS TOTAAL CONTRACT AMOUNT $2,286,419.00
D. Point of Contact for Questions Regarding this Name: Robin Guarneri
R
Schedule A (Must be completed) Phone No: 518-457-0785
See Agreement (or Supplemental Agreement Cover) for required contract signatures.
D
Footnotes (FN): (See LPB’s SharePoint for link to sample footnotes)
• • This Supplemental Agreement #2 increases the Design phase of the project in the amount of $103,481.17 for
HSIP funds (100%) bringing the total to $187,364.00; This also increases Construction funds in the amount of
$894,904.00 for HSIP funds (100%) bringing the total to $2,099,055.00. The Local NPS share of the project is
being removed. ($618,849.00)
•
• Amending Vendor ID error to SA#1: This agreement with the City of Schenectady was entered into SFS using the
vendor ID for the County of Schenectady. A payment was issued to County of Schenectady in the amount of
$95,869.17. The County of Schenectady has reimbursed this amount to the City of Schenectady. To correct SFS;
a new SFS entry was created for the original encumbrance minus payments made on PIN .121. ($179,752.00 -
$95,869.17 = $83,882.83) This Schedule A matches the SFS entry.
• • This Supplemental Agreement #1 adds the Construction/CI phase to the project. Construction EE =
$1,109,600.00, CI = $94,551.00. There is a 100% Local share of $616,849.00
• The Master Agreement was for the Design Phase of the project. Preliminary Design = $109,972.00, Detailed
Design = $69,780.00.
• This project is funded with HSIP funds at 100% utilizing 10% toll credit match. This project is not Marchiselli
eligible
•
•
17
•

[PAGE 18]
Schedule A (10/2024)
Press F1 to read instructions in blank fields Page 3 of 3
•
•
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F
A
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D
18

[PAGE 19]
CITY COUNCIL
SCHENECTADY, NEW YORK
RESOLUTION NO.
Councilmember offered the following:
A Resolution Accepting the Bid and Awarding the Contract for “Craig
Street Pavement & Bridge Rehab NYSDOT PIN 1761.69” to Carver
Construction, Inc. in the amount of $14,972,174.00
T
WHEREAS The Department of Engineering in cooperation with the Development Department
and the Capital Region Transportation Council have been working with the community, City Council
and Mayor for over eight years on the improvementsF to the Craig Street corridor between Albany Street
and Main Street; and
WHEREAS, The first step was theA creation of a multi-faceted linkage study, completed in
December of 2019 & Since that time the City has been actively pursuing funding for the construction of
project as imagined in the approved linkage study; and
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WHEREAS, the City of Schenectady’s Engineering Department solicited and received bids for the
“Craig Street Pavement & Bridge Rehabilitation – NYSDOT PIN 1761.69” with a low bid in the amount
of $14,972,174.00 received from Carver Construction, Inc. of Albany, NY.
D
NOW THEREFORE BE IT,
RESOLVED, that the City Council, acting as a Board of Contract and Supply under Section
C5-9 of the City Charter, confirms and ratifies the acceptance of the bid and the awarding of the
contract to Carver Construction, Inc. of Albany, NY, for the “Craig Street Pavement & Bridge
Rehabilitation NYSDOT PIN 1761.69” in the amount of $14,972,174.00; and
IT IS FURTHER RESOLVED that the Mayor or his designee is authorized to execute the
contract identified hereinabove, the terms of which shall be set by the City Engineering Department in
cooperation with the Corporation Counsel.
Approved as to form this
___ day of February, 2026
__________________________
Maxine L. Barasch, Esq.
Corporation Counsel
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[PAGE 20]
BID SUMMARY TABULATION SHEET DEPARTMENT OF ENGINEERING BUREAU OF CONSTRUCTION AND DESIGN
Received by the COMMITTEE ON BIDS of The City of Schenectady, NY at 10:30 A.M. Eastern Standard Time on the 21st day of January, 2026.
Bids for: "Craig Street & Bridge Rehabilitation PIN 1761.69"
PAY ITEM BIDDER No. 1 BIDDER No. 2 BIDDER No. __
PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE UNIT PRICE UNIT PRICE
No. EXTENSION EXTENSION EXTENSION
2 CLEARING AND GRUBBING 1 LS $7,500.00 $7,500.00 $75,000.00 $75,000.00
T
4 UNCLASSIFIED EXCAVATION AND DISPOSAL 13363 CY $49.00 $654,787.00 $85.00 $1,135,855.00
6 EMBANKMENT IN PLACE 1600 CY $39.00 $62,400.00 $60.00 $96,000.00
8 SELECT GRANULAR FILL 2160 CY $48.00 $103,680.00 $185.00 $399,600.00
10 SELECT STRUCTURE FILL 287 CY F$123.00 $35,301.00 $185.00 $53,095.00
12 SHOULDER BACKUP MATERIAL 20 TON $129.00 $2,580.00 $90.00 $1,800.00
14 CONTROLLED LOW STRENGTH MATERIAL (CLSM) 39 CY $711.00 $27,729.00 $500.00 $19,500.00
16 STRUCTURE EXCAVATION 205 ACY $134.00 $27,470.00 $150.00 $30,750.00
18 TRENCH AND CULVERT EXCAVATION 5230 CY $81.00 $423,630.00 $150.00 $784,500.00
20 CONDUIT EXCAVATION AND BACKFILL INCLUDING SURFACE RESTORATION 3801 LF $26.00 $98,826.00 $27.00 $102,627.00
22 TEST PIT EXCAVATION 87 EA $1,048.00 $91,176.00 $650.00 $56,550.00
R
24 GEOTEXTILE SEPARATION 12370 SY $1.00 $12,370.00 $3.00 $37,110.00
26 PREFABRICATED COMPOSITE STRUCTURAL DRAIN 73 SY $30.00 $2,190.00 $50.00 $3,650.00
STORMWATER TREATMENT SYSTEM SWTD - MAXIMUM TREATMENT
28 1 EA $70,425.00 $70,425.00 $65,000.00 $65,000.00
FLOW RATE OVER 7.0 CFS UP TO 10.0 CFS
D
STORMWATER TREATMENT SYSTEM SWTD - MAXIMUM TREATMENT
30 1 EA $103,706.00 $103,706.00 $95,000.00 $95,000.00
FLOW RATE OVER 15.0 CFS UP TO 25.0 CFS
32 MULCH - TEMPORARY 5176 SY $0.01 $51.76 $1.40 $7,246.40
34 SEED AND MULCH - TEMPORARY 2588 SY $0.01 $25.88 $1.80 $4,658.40
36 SEDIMENT FILTER LOG-TEMPORARY,12" 1410 LF $25.00 $35,250.00 $7.50 $10,575.00
38 SUBBASE COURSE, TYPE 2 5771 CY $89.00 $513,619.00 $150.00 $865,650.00
42 TRUING & LEVELING F9, ASPHALT, 70 SERIES COMPACTION 69 TON $199.00 $13,731.00 $380.00 $26,220.00
44 9.5 F3 TOP COURSE ASPHALT, 70 SERIES COMPACTION 1480 TON $140.00 $207,200.00 $185.00 $273,800.00
46 19 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION 1855 TON $133.00 $246,715.00 $145.00 $268,975.00
48 25 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION 2088 TON $124.00 $258,912.00 $142.00 $296,496.00
BIDDER No. COMPANY NAME ADDRESS C.A.P. SECURITY DEPOSIT
1 Carver Construction, Inc. 26 Corporate Circle, Albany, NY 12203 N/A Bid Bond
2 James H Maloy & Sons, Inc. PO Box 11016, Loudonville, NY 12211 N/A Bid Bond
1 of 10 2 0 Signature______________________

[PAGE 21]
PAY ITEM BIDDER No. 1 BIDDER No. 2 BIDDER No. __
PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE UNIT PRICE UNIT PRICE
No. EXTENSION EXTENSION EXTENSION
50 19 F9 TEMPORARY BINDER COURSE ASPHALT, 80 SERIES COMPACTION 129 TON $337.00 $43,473.00 $380.00 $49,020.00
52 37.5 F9 TEMPORARY BASE COURSE ASPHALT, 80 SERIESC OMPACTION 34 TON $367.00 $12,478.00 $380.00 $12,920.00
54 STRAIGHT TACK COAT 1450 GAL $17.00 $24,650.00 $16.00 $23,200.00
56 ASPHALT PAVEMENT JOINT ADHESIVE 14680 LF $1.00 $14,680.00 $1.10 $16,148.00
58 MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE 1471 SY $11.00 $16,181.00 $10.00 $14,710.00
60 MISCELLANEOUS COLD MILLING OF PORTLAND CEMENT CONCRETE 1053 SY $29.00 $30,537.00 $22.00 $23,166.00
T
62 SHIELDS AND SHORING 10840 SF $0.01 $108.40 $1.00 $10,840.00
64 CONCRETE FOR STRUCTURES, PERFORMANCE 187 CY $2,357.00 $440,759.00 $2,300.00 $430,100.00
66 STAIRWAY FOR FILL TYPE RETAINING WALL (0 FT. - 6 FT.) 15 EA $1,200.00 $18,000.00 $2,000.00 $30,000.00
68 ARCHITECTURAL TREATMENT - VERTICAL CONCRETE SURFACES 240 SF F $24.00 $5,760.00 $40.00 $9,600.00
70 CONCRETE FOR STRUCTURES, (REINFORCEMENT INCLUDED & NO BAR LIST IN PLANS) 11 CY $3,609.00 $39,699.00 $2,600.00 $28,600.00
72 FOOTING CONCRETE, (REINFORCEMENT INCLUDED & NO BAR LIST IN PLANS) 28 CY $3,369.00 $94,332.00 $2,800.00 $78,400.00
74 PERFORMANCE CONCRETE QUALITY ADJUSTMENT - FOOTING 1 AQU $9.00 $9.00 $9.00 $9.00
76 PERFORMANCE CONCRETE QUALITY ADJUSTMENT - 1 QU $7.97 $7.97 $7.97 $7.97
78 EPOXY-COATED BAR REINFORCEMENT FOR STRUCTURES 22500 LB $4.00 $90,000.00 $2.40 $54,000.00
80 STUD SHEAR CONNECTORS FOR BRIDGES 384 EA $30.00 $11,520.00 $20.00 $7,680.00
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STRUCTURAL APPROACH SLAB WITH INTEGRAL WEARING SURFACE
82 228 SY 722 $164,616.00 600 $136,800.00
TYPE 3 FRICTION
SUPERSTRUCTURE SLAB WITH INTEGRAL WEARING SURFACE BOTTOM
84 44 SY $1,504.00 $66,176.00 $870.00 $38,280.00
FORMWORK REQUIRED - TYPE 3 FRICTION
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86 SIDEWALKS AND SAFETY WALKS 324 SY $270.00 $87,480.00 $200.00 $64,800.00
88 ULTRA-HIGH PERFORMANCE CONCRETE LINK SLAB 320 CF $842.00 $269,440.00 $500.00 $160,000.00
PERFORMANCE CONCRETE QUALITY ADJUSTMENT - SUPERSTRUCTURE
90 1 QU $11.51 $11.51 $11.51 $11.51
& APPROACH SLAB
92 LONGITUDINAL SAWCUT GROOVING OF STRUCTURAL SLAB SURFACE 1251 SY $15.00 $18,765.00 $15.00 $18,765.00
PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW
94 12350 SF $1.00 $12,350.00 $0.90 $11,115.00
BRIDGE, DECKS & BRIDGE DECK OVERLAYS
96 PROTECTIVE SEALING OF NEW STRUCTURAL CONCRETE 2855 SF $1.00 $2,855.00 $0.90 $2,569.50
98 STONE VENEER 115 SF $180.00 $20,700.00 $200.00 $23,000.00
100 TYPE E.B. FIXED BEARING (56 TO 111 KIPS) 8 EA $6,016.00 $48,128.00 $3,100.00 $24,800.00
102 TYPE E.B EXPANSION BEARING (56 TO 111 KIPS) 56 EA $6,016.00 $336,896.00 $2,800.00 $156,800.00
104 ARMORLESS BRIDGE JOINT SYSTEM 53 LF $601.00 $31,853.00 $640.00 $33,920.00
BIDDER No. COMPANY NAME ADDRESS C.A.P. SECURITY DEPOSIT
1 Carver Construction, Inc. 26 Corporate Circle, Albany, NY 12203 N/A Bid Bond
2 James H Maloy & Sons, Inc. PO Box 11016, Loudonville, NY 12211 N/A Bid Bond
N/A
2 of 10 2 1 Signature______________________

[PAGE 22]
BID SUMMARY TABULATION SHEET DEPARTMENT OF ENGINEERING BUREAU OF CONSTRUCTION AND DESIGN
Received by the COMMITTEE ON BIDS of The City of Schenectady, NY at 10:30 A.M. Eastern Standard Time on the 21st day of January, 2026.
Bids for: "Craig Street & Bridge Rehabilitation PIN 1761.69"
PAY ITEM PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE BIDDER No. 1 UNIT PRICE BIDDER No. 2 UNIT PRICE BIDDER No. __
106 STEEL BRIDGE RAILING (FOUR RAIL) 783 LF $321.00 $251,343.00 $400.00 $313,200.00
108 TRANSITION BRIDGE RAILING 175 LF $243.00 $42,525.00 $220.00 $38,500.00
110 PEDESTRIAN AND BICYCLE RAILING (FOUR-RAIL) 309 LF $197.00 $60,873.00 $165.00 $50,985.00
112 LEAD EXPOSURE CONTROL PLAN 1 LS $3,008.00T$3,008.00 $11,000.00 $11,000.00
114 MEDICAL TESTING 3000 D&C $1.00 $3,000.00 $1.00 $3,000.00
116 PERSONAL EXPOSURE MONITORING SAMPLE ANALYSIS 3000 D&C $1.00 $3,000.00 $1.00 $3,000.00
118 DECONTAMINATION FACILITIES 5 CW $12.00 $60.00 $500.00 $2,500.00
F
120 CLASS A CONTAINMENT FOR PAINT REMOVAL 1 LS $128,748.00 $128,748.00 $60,000.00 $60,000.00
122 DISPOSAL OF HAZARDOUS PAINT WASTE CONTAINING LEAD 5900 LB $1.00 $5,900.00 $0.50 $2,950.00
124 STRUCTURAL STEEL PAINTING FIELD APPLIED, TOTAL REMOVAL 1 LS $302,620.00 $302,620.00 $700,000.00 $700,000.00
A
126 REMOVAL OF STRUCTURAL CONCRETE 184 CY $3,128.00 $575,552.00 $1,400.00 $257,600.00
128 REMOVAL OF CONCRETE APPROACH SLAB 2344 SF $14.00 $32,816.00 $8.00 $18,752.00
130 REMOVAL AND REPLACEMENT OF STRUCTURAL CONCRETE 1.1 CY $21,057.00 $23,162.70 $13,000.00 $14,300.00
132 OVERLAY CONCRETE, PERFORMANCE TYPE 3 FRICTION R1035 SY $240.00 $248,400.00 $175.00 $181,125.00
PERFORMANCE CONCRETE QUALITY ADJUSTMENT - SPECIALIZED OVERLA YS
134 1 QU $6.00 $6.00 $6.00 $6.00
FOR STRUCTURAL SLABS
136 STRUCTURAL LIFTING OPERATIONS - TYPE A 64 EA $8,723.00 $558,272.00 $5,500.00 $352,000.00
138 DRILLING AND GROUTING BOLTS OR REINFORCEMENT BARS 778 EA $109.00 $84,802.00 $32.00 $24,896.00
D
140 BRIDGE RAILING REMOVAL AND DISPOSAL 486 LF $42.00 $20,412.00 $15.00 $7,290.00
142 REMOVAL OF EXISTING STEEL 64 EA $3,309.00 $211,776.00 $1,000.00 $64,000.00
144 SURFACE TREATMENT FOR PAVEMENTS TYPE 2, TRAFFIC GRADE 65 SY $215.00 $13,975.00 $210.00 $13,650.00
146 CONCRETE COLLARS 11 EA $2,909.00 $31,999.00 $1,700.00 $18,700.00
SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT &
148 1490 LF $133.00 $198,170.00 $25.00 $37,250.00
STORMDRA IN 12 INCH DIAMETER
SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT & STORMDRAIN
150 1280 LF $114.00 $145,920.00 $30.00 $38,400.00
15" DIAMETER
SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT & STORMDRAIN
152 860 LF $152.00 $130,720.00 $40.00 $34,400.00
18" DIAMETER
SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT & STORMDRAIN
154 90 LF $270.00 $24,300.00 $75.00 $6,750.00
24" DIAMETER
156 ALTERING DRAINAGE STRUCTURES, LEACHING BASINS & MANHOLES 74 EA $991.00 $73,334.00 $800.00 $59,200.00
BIDDER No. COMPANY NAME ADDRESS C.A.P. SECURITY DEPOSIT
1 Carver Construction, Inc. 26 Corporate Circle, Albany, NY 12203 N/A Bid Bond
2 James H Maloy & Sons, Inc. PO Box 11016, Loudonville, NY 12211 N/A Bid Bond
3 of 10 2 2 Signature______________________

[PAGE 23]
BID SUMMARY TABULATION SHEET DEPARTMENT OF ENGINEERING BUREAU OF CONSTRUCTION AND DESIGN
Received by the COMMITTEE ON BIDS of The City of Schenectady, NY at 10:30 A.M. Eastern Standard Time on the 21st day of January, 2026.
Bids for: "Craig Street & Bridge Rehabilitation PIN 1761.69"
PAY ITEM PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE BIDDER No. 1 UNIT PRICE BIDDER No. 2 UNIT PRICE BIDDER No. __
158 RECTANGULAR DRAINAGE STRUCTURE TYPE F FOR CAST IRON F3 FRAME 16 LF $1,135.00 $18,160.00 $1,300.00 $20,800.00
160 RECTANGULAR DRAINAGE STRUCTURE TYPE G FOR CAST IRON F3 FRAME 5 LF $1,291.00 $6,455.00 $1,400.00 $7,000.00
162 RECTANGULAR DRAINAGE STRUCTURE TYPE J FOR CAST IRON F2 FRAME 5 LF $1,299.00T$6,495.00 $1,400.00 $7,000.00
164 RECTANGULAR DRAINAGE STRUCTURE TYPE Q FOR CAST IRON F2 FRAME 228 LF $932.00 $212,496.00 $1,300.00 $296,400.00
166 RECTANGULAR DRAINAGE STRUCTURE TYPE R FOR CAST IRON F3 FRAME 9 LF $1,040.00 $9,360.00 $1,200.00 $10,800.00
168 RECTANGULAR DRAINAGE STRUCTURE TYPE S FOR #11 WELDED FRAME 13 LF F$913.00 $11,869.00 $900.00 $11,700.00
170 RECTANGULAR DRAINAGE STRUCTURE TYPE T FOR #16 WELDED FRAME 5 LF $958.00 $4,790.00 $1,100.00 $5,500.00
172 ROUND PRECAST CONCRETE MANHOLE TYPE 48 27 LF $960.00 $25,920.00 $1,000.00 $27,000.00
174 ROUND PRECAST CONCRETE MANHOLE TYPE 60 60 LF $1,031.00 $61,860.00 $1,400.00 $84,000.00
A
176 ROUND PRECAST CONCRETE MANHOLE TYPE 72 26 LF $1,493.00 $38,818.00 $1,500.00 $39,000.00
178 ROUND PRECAST CONCRETE MANHOLE TYPE 84 16 LF $2,037.00 $32,592.00 $2,200.00 $35,200.00
180 ROUND PRECAST CONCRETE MANHOLE TYPE 96 5 LF $4,885.00 $24,425.00 $3,300.00 $16,500.00
182 SPECIAL DRAINAGE STRUCTURE R9 LF $2,756.00 $24,804.00 $1,900.00 $17,100.00
184 UNDERDRAIN FILTER TYPE 1 360 CY $138.00 $49,680.00 $190.00 $68,400.00
186 OPTIONAL UNDERDRAIN PIPE, 4 INCH DIAMETER 6560 LF $19.00 $124,640.00 $2.50 $16,400.00
188 BOX BEAM GUIDE RAILING 72 LF $60.00 $4,320.00 $50.00 $3,600.00
D
190 BOX BEAM GUIDE RAILING (SHOP BENT OR SHOP MITERED) 378 LF $69.00 $26,082.00 $55.00 $20,790.00
192 BOX BEAM END PIECE 1 EA $814.00 $814.00 $700.00 $700.00
194 BOX BEAM GUIDE RAILING END ASSEMBLY, TYPE IIA 2 EA $2,556.00 $5,112.00 $2,200.00 $4,400.00
196 BOX BEAM END ASSEMBLY, TYPE III 2 EA $8,224.00 $16,448.00 $8,500.00 $17,000.00
198 REMOVING AND DISPOSING BOX BEAM GUIDE RAILING 608 LF $12.00 $7,296.00 $5.00 $3,040.00
200 REMOVING & DISPOSING BOX BEAM GUIDE RAILING TURNED DOWN TERMINAL 2 EA $735.00 $1,470.00 $210.00 $420.00
202 ORNAMENTAL STEEL MESH FENCE 8 FT HIGH 521 LF $144.00 $75,024.00 $320.00 $166,720.00
204 PRIVACY SLATS 4168 SF $9.00 $37,512.00 $10.00 $41,680.00
208 CONCRETE SIDEWALKS AND DRIVEWAYS 900 CY $1,120.00 $1,008,000.00 $1,000.00 $900,000.00
ASPHALT SIDEWALKS, DRIVEWAYS & BICYCLE PATHS & VEGETATION CONTROL
210 316 TON $299.00 $94,484.00 $350.00 $110,600.00
STRIPS
BIDDER No. COMPANY NAME ADDRESS C.A.P. SECURITY DEPOSIT
1 Carver Construction, Inc. 26 Corporate Circle, Albany, NY 12203 N/A Bid Bond
2 James H Maloy & Sons, Inc. PO Box 11016, Loudonville, NY 12211 N/A Bid Bond
4 of 10 2 3 Signature______________________

[PAGE 24]
BID SUMMARY TABULATION SHEET DEPARTMENT OF ENGINEERING BUREAU OF CONSTRUCTION AND DESIGN
Received by the COMMITTEE ON BIDS of The City of Schenectady, NY at 10:30 A.M. Eastern Standard Time on the 21st day of January, 2026.
Bids for: "Craig Street & Bridge Rehabilitation PIN 1761.69"
PAY ITEM PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE BIDDER No. 1 UNIT PRICE BIDDER No. 2 UNIT PRICE BIDDER No. __
212 CAST IRON EMBEDDED DETECTABLE WARNING UNITS 91 SY $487.00 $44,317.00 $420.00 $38,220.00
214 STONE CURB NEAR VERTICAL FACE (NVF) 7950 LF $93.00 $739,350.00 $70.00 $556,500.00
216 STONE CURB - BRIDGE (TYPE F1) 520 LF $45.00 $23,400.00 $40.00 $20,800.00
218 CAST-IN-PLACE CONCRETE CURB (AS DETAILED) 385 LF $108.00 $41,580.00 $75.00 $28,875.00
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220 STEEL LANDSCAPE EDGING 780 LF $14.00 $10,920.00 $14.00 $10,920.00
222 REINFORCED PRECAST CONCRETE PARKING BLOCKS 9 EA $443.00 $3,987.00 $500.00 $4,500.00
224 MULCH FOR PLANTING TYPE A, B & D - WOOD CHIPS & SHREDDED BARK 5 CY $120.00 $600.00 $110.00 $550.00
226 STRUCTURAL SOIL MIX 550 CY F$156.00 $85,800.00 $140.00 $77,000.00
228 TURF ESTABLISHMENT PERFORMANCE 2590 SY $34.00 $88,060.00 $25.00 $64,750.00
230 WATERING VEGETATION 1 MGAL $2,400.00 $2,400.00 $2,000.00 $2,000.00
PLANTING - MAJOR DECIDUOUS TREES - SIZE AS SPECIFIED BALL &
232 16 AEA $710.00 $11,360.00 $625.00 $10,000.00
BURLAP, FIELD POTTED OR FIELD BOXED
PLANTING - MINOR DECIDUOUS TREES - SIZE AS SPECIFIED BALL &
234 46 EA $601.00 $27,646.00 $525.00 $24,150.00
BURLAP, FIELD POTTED OR FIELD BOXED
236 PORTABLE DRIP IRRIGATION SYSTEM R62 EA $48.00 $2,976.00 $42.00 $2,604.00
238 REMOVAL OF PORTABLE DRIP IRRIGATION SYSTEM 62 EA $24.00 $1,488.00 $20.00 $1,240.00
240 TREE REMOVAL OVER 4" TO 6" DIAMETER BREAST HEIGHT - STUMPS GRUBBED 9 EA $975.00 $8,775.00 $400.00 $3,600.00
TREE REMOVAL OVER 12" TREE REMOVAL OVER 4" TO 6" DIAMETER
242 D1 EA $1,951.00 $1,951.00 $5,000.00 $5,000.00
BREAST HEIGHT - STUMPS GRUBBED TO 18" DIAMETER
244 INSTALLATION LANDSCAPE APPURTENANCE PROVIDED BY OTHERS, TYPE 01 2 EA $2,183.00 $4,366.00 $2,500.00 $5,000.00
246 RAILING, TYPE 01 77 LF $273.00 $21,021.00 $310.00 $23,870.00
248 RAILING, TYPE 02 46 LF $332.00 $15,272.00 $400.00 $18,400.00
250 SECURITY BOLLARD REMOVABLE, CAST IN PLACE, DEEP 10 EA $1,375.00 $13,750.00 $800.00 $8,000.00
252 BASIC WORK ZONE TRAFFIC CONTROL 1 LS $778,514.04 $778,514.04 $800,387.48 $800,387.48
254 TYPE III CONSTRUCTION BARRICADE 273 EA $140.00 $38,220.00 $200.00 $54,600.00
256 REMOVE PAVEMENT MARKING STRIPES, EPOXY PAINT 355 LF $7.00 $2,485.00 $6.00 $2,130.00
258 INTERIM PAVEMENT MARKINGS, STRIPES (REMOVABLE TAPE) 8600 LF $6.00 $51,600.00 $10.00 $86,000.00
260 (PVMS) STANDARD SIZE - FULL MATRIX (LED) NO OPTIONAL 5 EA $7,564.00 $37,820.00 $22,000.00 $110,000.00
262 TEMPORARY POSITIVE BARRIER - CATEGORY 1 (PINNING PROHIBITED) 880 LF $12.00 $10,560.00 $55.00 $48,400.00
264 TEMPORARY POSITIVE BARRIER - CATEGORY 5 (PINNING PROHIBITED) 2580 LF $30.00 $77,400.00 $55.00 $141,900.00
BIDDER No. COMPANY NAME ADDRESS C.A.P. SECURITY DEPOSIT
1 Carver Construction, Inc. 26 Corporate Circle, Albany, NY 12203 N/A Bid Bond
2 James H Maloy & Sons, Inc. PO Box 11016, Loudonville, NY 12211 N/A Bid Bond
5 of 10 2 4 Signature______________________

[PAGE 25]
BID SUMMARY TABULATION SHEET DEPARTMENT OF ENGINEERING BUREAU OF CONSTRUCTION AND DESIGN
Received by the COMMITTEE ON BIDS of The City of Schenectady, NY at 10:30 A.M. Eastern Standard Time on the 21st day of January, 2026.
Bids for: "Craig Street & Bridge Rehabilitation PIN 1761.69"
PAY ITEM PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE BIDDER No. 1 UNIT PRICE BIDDER No. 2 UNIT PRICE BIDDER No. __
266 WARNING LIGHTS ON TEMPORARY POSITIVE BARRIERS 81 EA $29.00 $2,349.00 $75.00 $6,075.00
T
268 INTERIM TUBULAR MARKERS 85 EA $45.00 $3,825.00 $50.00 $4,250.00
270 NIGHTTIME OPERATIONS (ENTIRE PROJECT) 1 LS $1,000.00 $1,000.00 $95,000.00 $95,000.00
272 CLEANING CLOSED DRAINAGE SYSTEMS 930 LF $9.00 $8,370.00 $15.00 $13,950.00
F
274 CLEANING DRAINAGE STRUCTURES 6 EA $737.00 $4,422.00 $105.00 $630.00
276 CRUSHED STONE (IN-PLACE MEASURE) 10 CY $386.00 $3,860.00 $300.00 $3,000.00
278 CONVENTIONALLY FORMED OR MACHINE FORMED CONCRETE GUTTERS 200 SF $58.00 $11,600.00 $40.00 $8,000.00
280 SURVEY OPERATIONS 1 ALS $67,658.00 $67,658.00 $120,000.00 $120,000.00
282 CUTTING PAVEMENT 1660 LF $4.00 $6,640.00 $9.00 $14,940.00
284 CONCRETE CYLINDER CURING EQUIPMENT 1 EA $3,008.00 $3,008.00 $1,200.00 $1,200.00
286 ENGINEER'S FIELD OFFICE - TYPE 1 16 MNTH $3,962.00 $63,392.00 $4,000.00 $64,000.00
R
288 RAIN GAUGE 1 EA $90.00 $90.00 $200.00 $200.00
290 GROUND-MOUNTED SIGN PANELS WITHOUT Z-BARS 92 SF $48.00 $4,416.00 $47.00 $4,324.00
292 GROUND-MOUNTED SIGN PANELS LESS THAN OR EQUAL TO 32 SF, WITH Z-BARS 245 SF $50.00 $12,250.00 $40.00 $9,800.00
294 ORNAMENTAL SIGN, WAYFINDING 7 EA $9,626.00 $67,382.00 $14,000.00 $98,000.00
D
296 ORNAMENTAL SIGN, TYPE 1 2 EA $24,065.00 $48,130.00 $6,000.00 $12,000.00
298 ORNAMENTAL SIGN, TYPE 2 2 EA $24,065.00 $48,130.00 $6,000.00 $12,000.00
300 TYPE A SIGN POSTS 56 EA $258.00 $14,448.00 $250.00 $14,000.00
302 RETROREFLECTIVE SIGN POST STRIP 20 EA $78.00 $1,560.00 $70.00 $1,400.00
304 POLE MOUNTED SIGN SUPPORT SYSTEM (BAND MOUNTED) 20 EA $300.00 $6,000.00 $70.00 $1,400.00
306 RELOCATE SIGN PANEL, SIGN PANEL ASSEMBLY SIZE I (UNDER 30 SF) 6 EA $198.00 $1,188.00 $155.00 $930.00
308 REMOVE & DISPOSE SIGN PANEL, SIGN PANEL ASSEMBLY SIZE I (UNDER 30 SF) 3 EA $24.00 $72.00 $42.00 $126.00
REMOVE & DISPOSE SIGNS, GROUND MOUNTED TYPE A SIGN SUPPORTS &
310 28 EA $24.00 $672.00 $64.00 $1,792.00
FOUNDATIONS - SIZE I (UNDER 30 SF)
BIDDER No. COMPANY NAME ADDRESS C.A.P. SECURITY DEPOSIT
1 Carver Construction, Inc. 26 Corporate Circle, Albany, NY 12203 N/A Bid Bond
2 James H Maloy & Sons, Inc. PO Box 11016, Loudonville, NY 12211 N/A Bid Bond
6 of 10 2 5 Signature______________________

[PAGE 26]
BID SUMMARY TABULATION SHEET DEPARTMENT OF ENGINEERING BUREAU OF CONSTRUCTION AND DESIGN
Received by the COMMITTEE ON BIDS of The City of Schenectady, NY at 10:30 A.M. Eastern Standard Time on the 21st day of January, 2026.
Bids for: "Craig Street & Bridge Rehabilitation PIN 1761.69"
PAY ITEM PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE BIDDER No. 1 UNIT PRICE BIDDER No. 2 UNIT PRICE BIDDER No. __
312 MISCELLANEOUS FIBER WORK 1 LS $12,032.00 $12,032.00 $11,000.00 $11,000.00
314 CAST FRAME F2, UNMOUNTABLE CURB BOX CU2 & RETICULINE GRATE G2 55 EA $2,223.00 $122,265.00 $2,600.00 $143,000.00
316 CAST FRAME F3, UNMOUNTABLE CURB BOX CU3 & RETICULINEGRATE G3 6 EA $2,486.00 $14,916.00 $3,200.00 $19,200.00
T
318 WELDED FRAME AND RETICULINE GRATE 11 2 EA $1,351.00 $2,702.00 $2,500.00 $5,000.00
320 WELDED FRAME AND RETICULINE GRATE 16 1 EA $1,581.00 $1,581.00 $2,800.00 $2,800.00
322 MANHOLE FRAME AND COVER 26 EA $1,117.00 $29,042.00 $1,500.00 $39,000.00
F
324 ALTERING UTILITY MANHOLES AND VAULTS 9 EA $4,808.00 $43,272.00 $2,000.00 $18,000.00
326 ALTERING UTILITY MANHOLES AND VAULTS 12 EA $6,632.00 $79,584.00 $2,000.00 $24,000.00
328 ALTERING UTILITY MANHOLES AND VAULTS 4 EA $6,632.00 $26,528.00 $1,000.00 $4,000.00
330 FURNISHING ELECTRICAL SERVICE 6000 AD&C $1.00 $6,000.00 $1.00 $6,000.00
332 ALTERING ELEVATION OF GAS VALVE BOXES 14 EA $586.00 $8,204.00 $300.00 $4,200.00
334 ADJUST MANHOLE TO GRADE (TELEPHONE) 2 EA $2,640.00 $5,280.00 $1,500.00 $3,000.00
336 INSULATION FOR BURIED WATER PIPE ( 6" WITH 3" THICK INSULATION) 817 LF $13.00 $10,621.00 $27.00 $22,059.00
R
338 INSULATION FOR BURIED WATER PIPE (30" WITH 3" THICK INSULATION) 64 LF $21.00 $1,344.00 $120.00 $7,680.00
340 ADJUST EXISTING VALVE BOX ELEVATION 48 EA $321.00 $15,408.00 $300.00 $14,400.00
342 ADJUST EXISTING HYDRANT ELEVATION 9 EA $3,206.00 $28,854.00 $7,000.00 $63,000.00
344 FOUNDATION FOR LIGHT STANDARDS, 6' LONG 16 EA $2,364.00 $37,824.00 $2,300.00 $36,800.00
D
346 LED ROADWAY LUMINAIRE 30 EA $1,143.00 $34,290.00 $1,000.00 $30,000.00
348 ALUMINUM LIGHT STANDARDS FOR SINGLE MEMBER OR TRUSS ARM(S), 2 5' HIGH 16 EA $2,929.00 $46,864.00 $2,600.00 $41,600.00
350 ALUMINUM LIGHT STANDARDS FOR SINGLE MEMBER OR TRUSS ARM(S), 3' HIGH 4 EA $3,062.00 $12,248.00 $2,700.00 $10,800.00
352 ALUMINUM TRUSSED ARM, 6' LONG 16 EA $1,149.00 $18,384.00 $1,100.00 $17,600.00
354 ALUMINUM TRUSSED ARM, 12' LONG 4 EA $1,486.00 $5,944.00 $1,300.00 $5,200.00
356 BREAKAWAY TRANSFORMER BASE (ALUMINUM) 20 EA $1,094.00 $21,880.00 $1,000.00 $20,000.00
358 GALVANIZED STEEL CONDUIT, 2" 1140 LF $24.00 $27,360.00 $22.00 $25,080.00
360 RIGID PLASTIC CONDUIT, 1" 2340 LF $10.00 $23,400.00 $9.00 $21,060.00
362 RIGID PLASTIC CONDUIT, 2" 760 LF $15.00 $11,400.00 $14.00 $10,640.00
364 PULLBOXES 10.1 CF TO 15 CF, INSIDE VOLUME (LIGHTING) 4 EA $1,774.00 $7,096.00 $1,600.00 $6,400.00
366 CAST IRON JUNCTION BOXES 4 EA $2,406.00 $9,624.00 $2,200.00 $8,800.00
BIDDER No. COMPANY NAME ADDRESS C.A.P. SECURITY DEPOSIT
1 Carver Construction, Inc. 26 Corporate Circle, Albany, NY 12203 N/A Bid Bond
2 James H Maloy & Sons, Inc. PO Box 11016, Loudonville, NY 12211 N/A Bid Bond
7 of 10 2 6 Signature______________________

[PAGE 27]
PAY ITEM PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE BIDDER No. 1 UNIT PRICE BIDDER No. 2 UNIT PRICE BIDDER No. __
368 PHOTOELECTRIC CONTROLS 30 EA $54.00 $1,620.00 $48.00 $1,440.00
370 240/120 VOLT LIGHTING PANEL 4 EA $300.00 $1,200.00 $270.00 $1,080.00
372 SINGLE CONDUCTOR CABLE, NUMBER 2 GAGE 1350 LF $9.00 $12,150.00 $8.00 $10,800.00
374 SINGLE CONDUCTOR CABLE, NUMBER 6 GAGE 3090 LF $4.00 $12,360.00 $4.00 $12,360.00
376 SINGLE CONDUCTOR CABLE, NUMBER 8 GAGE 1420 LF $4.00 T$5,680.00 $4.00 $5,680.00
378 SINGLE CONDUCTOR CABLE, NUMBER 10 GAGE 2280 LF $2.00 $4,560.00 $2.50 $5,700.00
380 SINGLE CONDUCTOR CABLE, NUMBER 12 GAGE 3660 LF $2.00 $7,320.00 $2.00 $7,320.00
382 GROUND WIRE NO. 6 AWG 926 LF F$4.00 $3,704.00 $4.00 $3,704.00
384 PERFORMANCE CONCRETE QUALITY ADJUSTMENT 1 QU $10.74 $10.74 $10.74 $10.74
386 360 DEGREE CAMERA VIDEO DETECTION SYSTEM 3 EA $26,953.00 $80,859.00 $25,000.00 $75,000.00
388 POLE EXCAVATION AND CONCRETE FOUNDATION 18 CY $2,346.00 $42,228.00 $2,100.00 $37,800.00
A
390 ALTER ELEVATION OF PULL BOXES 3 EA $541.00 $1,623.00 $500.00 $1,500.00
392 PULLBOX-RECTANGULAR, 26 X 18 INCH, REINFORCED CONCRETE 13 EA $1,636.00 $21,268.00 $1,500.00 $19,500.00
394 COMMUNICATIONS PULL BOX 2 EA $1,672.00 $3,344.00 $1,500.00 $3,000.00
R
396 CONDUIT, METAL STEEL, ZINC COATED, 1" 40 LF $30.00 $1,200.00 $27.00 $1,080.00
398 TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 2" 205 LF $27.00 $5,535.00 $25.00 $5,125.00
400 TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 3" 410 LF $29.00 $11,890.00 $26.00 $10,660.00
402 TRAFFIC SIGNAL POLE, MAST ARM, 19' MOUNTING HEIGHT, 43' ARM LENGTH 1 EA $26,351.00 $26,351.00 $23,000.00 $23,000.00
D
404 TRAFFIC SIGNAL POLE, MAST ARM, 19' MOUNTING HEIGHT, 45' ARM LENGTH 1 EA $26,351.00 $26,351.00 $23,000.00 $23,000.00
406 TRAFFIC SIGNAL POLE POST TOP MOUNT, 8 MOUNTING HEIGHT 8 EA $1,714.00 $13,712.00 $1,600.00 $12,800.00
408 TRAFFIC SIGNAL POLE-POST TOP MOUNT 14' MOUNTING HEIGHT 4 EA $1,925.00 $7,700.00 $1,700.00 $6,800.00
410 RISER ASSEMBLY, 2" DIAMETER 4 EA $794.00 $3,176.00 $700.00 $2,800.00
412 RISER ASSEMBLY, 3 1/2" DIAMETER 2 EA $1,353.00 $2,706.00 $1,200.00 $2,400.00
414 SIGNAL CABLE 5 CONDUCTORS, 14 AWG 2105 LF $4.00 $8,420.00 $4.00 $8,420.00
416 SIGNAL CABLE 10 CONDUCTORS, 14 AWG 1599 LF $6.00 $9,594.00 $6.00 $9,594.00
418 REMOVE TRAFFIC SIGNAL EQUIPMENT 1 LS $6,377.00 $6,377.00 $6,000.00 $6,000.00
CONTROLLER AND CABINET 4 THROUGH 8 PHASE FULL
420 2 EA $29,118.00 $58,236.00 $27,000.00 $54,000.00
TRAFFICACTUATE D ( NEMA)
BIDDER No. COMPANY NAME ADDRESS C.A.P. SECURITY DEPOSIT
1 Carver Construction, Inc. 26 Corporate Circle, Albany, NY 12203 N/A Bid Bond
2 James H Maloy & Sons, Inc. PO Box 11016, Loudonville, NY 12211 N/A Bid Bond
8 of 10 2 7 Signature______________________

[PAGE 28]
PAY ITEM BIDDER No. 1 BIDDER No. 2 BIDDER No. __
PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE UNIT PRICE UNIT PRICE
No. EXTENSION EXTENSION EXTENSION
422 FURNISH & INSTALL LED TRAFFIC SIGNAL MODULE 12" 4 EA $235.00 $940.00 $200.00 $800.00
424 FURNISH & INSTALL LED TRAFFIC SIGNAL MODULE 12" 4 EA $235.00 $940.00 $200.00 $800.00
426 FURNISH & INSTALL LED TRAFFIC SIGNAL MODULE 12" 4 EA $235.00 $940.00 $210.00 $840.00
428 TRAFFIC SIGNAL MODULE - 12", RED BALL, LED 16 EA $181.00 $2,896.00 $165.00 $2,640.00
430 TRAFFIC SIGNAL MODULE - 12", YELLOW BALL, LED 16 EA $181.00 $2,896.00 $165.00 $2,640.00
T
432 TRAFFIC SIGNAL MODULE - 12", GREEN BALL, LED 16 EA $181.00 $2,896.00 $165.00 $2,640.00
434 TRAFFIC SIGNAL SECTION - TYPE I, 12" 60 EA $210.00 $12,600.00 $190.00 $11,400.00
436 TRAFFIC SIGNAL BRACKET ASSEMBLY - 1 WAY 6 EA $727.00 $4,362.00 $650.00 $3,900.00
F
438 TRAFFIC SIGNAL BRACKET ASSEMBLY - 2 WAY 5 EA $1,064.00 $5,320.00 $950.00 $4,750.00
440 PEDESTRIAN SIGNAL MODULE - 12" BIMODAL, HAND/MAN SYMBOLS LED 20 EA $300.00 $6,000.00 $270.00 $5,400.00
442 PEDESTRIAN SIGNAL SECTION - POLYCARBONATE, TYPE I, 12 INCH 40 EA $316.00 $12,640.00 $280.00 $11,200.00
444 PEDESTRIAN SIGNAL BRACKET MOUNT ASSEMBLY 7 AEA $659.00 $4,613.00 $600.00 $4,200.00
446 PEDESTRIAN SIGNAL POST TOP MOUNT ASSEMBLY 12 EA $328.00 $3,936.00 $300.00 $3,600.00
448 PEDESTRIAN SIGNAL MODULE - 12-INCH COUNTDOWN TIMER,L ED 20 EA $342.00 $6,840.00 $300.00 $6,000.00
450 ACCESSIBLE PEDESTRIAN SIGNAL (APS) W/O POST 20 EA $1,636.00 $32,720.00 $1,500.00 $30,000.00
452 OVERHEAD SIGN ASSEMBLY, TYPE G R4 EA $1,011.00 $4,044.00 $900.00 $3,600.00
454 BREAKAWAY TRANSFORMER BASE 12 EA $1,058.00 $12,696.00 $950.00 $11,400.00
456 REMOVE PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY 4 EA $198.00 $792.00 $180.00 $720.00
458 REMOVE PEDESTRIAN SIGNAL ASSEMBLIES 4 EA $198.00 $792.00 $180.00 $720.00
D
460 REMOVE AND STORE PEDSTRIAN POLE 2 EA $342.00 $684.00 $300.00 $600.00
462 REMOVE TRAFFIC SIGNAL PULLBOXES 1 EA $1,076.00 $1,076.00 $950.00 $950.00
ELECTRIC METER SOCKET, 200 AMP, SINGLE PHASE, 240/120VOLT
464 2 EA $992.00 $1,984.00 $900.00 $1,800.00
W/ BYPASS SWITCH FOR SIGNAL
466 METER PAN 4 EA $992.00 $3,968.00 $900.00 $3,600.00
468 INSTALL ELECTRICAL DISCONNECT/GENERATOR TRANSFER SWITCH 2 EA $1,179.00 $2,358.00 $1,050.00 $2,100.00
470 ELECTRICAL SERVICE CABLE 1 WIRE 6 GAUGE 275 LF $4.00 $1,100.00 $4.00 $1,100.00
472 FURNISH AND INSTALL ELECTRIC SERVICE METER PEDESTAL 4 EA $3,730.00 $14,920.00 $3,300.00 $13,200.00
474 PERFORMANCE CONCRETE QUALITY ADJUSTMENT 1 QU $10.00 $10.00 $10.00 $10.00
476 WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 15 MIL 1000 LF $4.00 $4,000.00 $4.00 $4,000.00
478 YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES - 15 MIL 1000 LF $4.00 $4,000.00 $4.00 $4,000.00
BIDDER No. COMPANY NAME ADDRESS C.A.P. SECURITY DEPOSIT
1 Carver Construction, Inc. 26 Corporate Circle, Albany, NY 12203 N/A Bid Bond
2 James H Maloy & Sons, Inc. PO Box 11016, Loudonville, NY 12211 N/A Bid Bond
9 of 10 2 8 Signature______________________

[PAGE 29]
BID SUMMARY TABULATION SHEET DEPARTMENT OF ENGINEERING BUREAU OF CONSTRUCTION AND DESIGN
Received by the COMMITTEE ON BIDS of The City of Schenectady, NY at 10:30 A.M. Eastern Standard Time on the 21st day of January, 2026.
Bids for: "Craig Street & Bridge Rehabilitation PIN 1761.69"
PAY ITEM BIDDER No. 1 BIDDER No. 2 BIDDER No. __
PAY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE UNIT PRICE UNIT PRICE
No. EXTENSION EXTENSION EXTENSION
480 WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MIL 710 LF $4.00 $2,840.00 $4.00 $2,840.00
482 YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MIL 5025 LF $2.00 $10,050.00 $2.00 $10,050.00
WHITE EPOXY REFLECTORIZED PAVEMENT SPECIAL STRIPES - 20
484 10940 LF $4.00 T$43,760.00 $4.00 $43,760.00
MIL PORTABLE/HAND APPLICATION
486 WHITE EPOXY REFLECTORIZED PAVEMENT SYMBOLS -20 MIL 10 EA $300.00 $3,000.00 $265.00 $2,650.00
488 FIELD CHANGE PAYMENT 590000 D&C $1.00 $590,000.00 $1.00 $590,000.00
490 ASPHALT PRICE ADJUSTMENT 12500 D&C F$1.00 $12,500.00 $1.00 $12,500.00
492 FUEL PRICE ADJUSTMENT 12500 D&C $1.00 $12,500.00 $1.00 $12,500.00
494 MOBILIZATION 1 LS $571,000.00 $571,000.00 $588,660.00 $588,660.00
A
TOTAL PROPOSED BID: $14,972,174.00 $15,423,000.00
R
D
BIDDER No. COMPANY NAME ADDRESS C.A.P. SECURITY DEPOSIT
1 Carver Construction, Inc. 26 Corporate Circle, Albany, NY 12203 N/A Bid Bond
2 James H Maloy & Sons, Inc. PO Box 11016, Loudonville, NY 12211 N/A Bid Bond
10 of 10 2 9 Signature______________________

[PAGE 30]
2025-12-ENG - Craig Street Pavement and Bridge Rehabilitation Addendum No: 2 (Published)
Plan Holders List
Plan Holders List
Organization Name Main Contact Download Date City Province/State
H2M Cornelius O'Connor 01/21/2026 09:46 AM EST Troy New York
Rover Contracting Inc. Keith Newkirk 01/21/2026 06:50 AM EST Highland New York
Troy Sand and Gravel Kevin Frederick 01/20/2026 07:13 AM EST West Sand Lake New York
EN-TECH Danielle Trainor 01/19/2026 09:59 AM EST Closter New Jersey
J. D'Annunzio & Sons, James Scheflen 01/16/2026 03:53 PM EST South Plainfield New Jersey
Inc.
Binghamton Precast & Ruth Howe 01/16/2026 03:24 PM EST Binghamton New York
Supply Corp.
Carver Construction Sarah Killeen 01/16/2026 03:10 PM EST Coeymans New York
Watson Bowman Acme Joann Sykes 01/16/2026 03:09 PM EST Amherst New York
Corp T
Lightspec, LLC. Steve Danzig 01/16/2026 03:08 PM EST Rochester New York
ceEntek Andrew Ross 01/16/2026 01:33 PM EST Roxbury Township New Jersey
F
Birdsall Excavation & Jeffrey Birdsall 01/16/2026 08:21 AM EST Clarksville New York
Construction LLC
MJ Engineering, Becky Cahill 01/15/2026 12:11 PM EST Clifton Park New York
A
Architecture, Landscape
Architecture, and Land
Surveying, P.C.
C&S Engineers Nicole Dzuba 01/15/2026 09:05 AM EST Syracuse New York
R
Northeast Signal Todd Turner 01/13/2026 02:03 PM EST Elbridge New York
Upstate Civil, LLC Matt Klingbeil 01/13/2026 12:52 PM EST Clifton Park New York
Troymill Wood Products Michael Schaefer 01/13/2026 11:41 AM EST MIDDLEFIELD Ohio
D
Kings Hill Contracting James Slaughter 01/13/2026 11:33 AM EST Walden New York
AMECO USA David Kloss 01/13/2026 10:52 AM EST Cleveland Ohio
rj valente JOE P 01/13/2026 10:38 AM EST renss New York
seneca pavement Matthew Sena 01/13/2026 10:08 AM EST Columbia Crossroad Pennsylvania
marking, inc
CHA Solutions Eric Williams 01/13/2026 10:02 AM EST Albany New York
Road Safety Systems, David Romano 01/13/2026 10:01 AM EST Carmel New York
LLC
Donegal Construction Todd Hartman 01/13/2026 09:58 AM EST Greensburg Pennsylvania
Corp
Turtle & Hughes Inc Randy Roessle 01/13/2026 09:54 AM EST Clark New Jersey
Power Line Constructors Elliot Husted 01/13/2026 09:52 AM EST Clinton New York
DiKat, Inc. Tom Magill 01/13/2026 09:52 AM EST East Syracuse New York
Erie Painting and Chris Nachreiner 01/07/2026 08:33 AM EST Cheektowaga New York
Maintenance, Inc.
Construction Journal Construction Journal 01/06/2026 10:38 PM EST Stuart Florida
Bonded Concrete Drew Flannery 01/06/2026 11:00 AM EST Watervliet New York
Construction Bid Source Angela R 01/05/2026 04:59 PM EST Holly Springs North Carolina
Cushing Stone Company James m Loucks 01/05/2026 02:59 PM EST Amsterdam New York
02/05/2026 03:52 PM EST 30 Page 7 of 9

[PAGE 31]
2025-12-ENG - Craig Street Pavement and Bridge Rehabilitation Addendum No: 2 (Published)
Organization Name Main Contact Download Date City Province/State
Merit Apprenticeship Penelope Hazer 01/05/2026 02:51 PM EST East Syracuse New York
Alliance
Straight Line Industries, Debbie Boyland 01/05/2026 11:49 AM EST Cohoes New York
Inc.
Bette & Cring, LLC Harry Hale 01/05/2026 10:56 AM EST Latham New York
Peter Luizzi Bros Peter Luizzi 01/05/2026 10:38 AM EST Watervliet New York
Contracting Inc
Rozell East Edwin Shull 01/05/2026 08:27 AM EST Queensbury New York
Syracuse Signal Scott Strachan 01/05/2026 07:15 AM EST Syracuse New York
Systems, Inc
Patriot Shotcrete Steve Crawford 01/02/2026 01:50 PM EST Somerset New Jersey
Callanan Industries Zach Hewke 01/02/2026 09:29 AM EST Albany New York
G-FORCE Parking Lot Anthony Guida 12/30/2025 03:01 PM EST Monroe Township New Jersey
Striping of North Jersey
T
Power Line Constructors, Joseph Abidib 12/30/2025 08:24 AM EST Clinton New York
Inc.
Wm.J.Keller & Sons Jameson Phillips 12/29/2025 03:41 PM EST Castleton New York
F
Construction Corp.
Creighton Manning Shelly Johnston 12/29/2025 03:17 PM EST Albany New York
Engineering & Surveying,
PLLC
A
Thomas Joseph Solutions Jim Fenningham 12/29/2025 01:53 PM EST Lafayette Hill Pennsylvania
H&T Engineering Charles Tutunjian 12/29/2025 11:30 AM EST Clifton Park New York
Services, PLLC
R
Moxie Lighting W. Daniel Costello Jr. 12/29/2025 10:54 AM EST Rochester New York
Schupp's Line Bob Camadine 12/29/2025 09:42 AM EST Albany New York
Construction NYS
certified WBE/DBE
D
Di Highway Sign and Jane Mulvihill 12/29/2025 09:35 AM EST New York Mills New York
Structure Corp
Amstar of Western New Scott Verrall 12/27/2025 02:20 PM EST Cheektowaga New York
York Inc.
New Form Supply Beth Penney 12/26/2025 01:48 PM EST Bucksport Maine
Harrison & Burrowes Evan Kirk 12/26/2025 01:45 PM EST Glenmont New York
Bridge Constructors, Inc.
Syrstone, Inc. Dale Shults 12/26/2025 08:12 AM EST East Syracuse New York
Quantify360 Solutions Junaid Ahmad 12/25/2025 07:58 AM EST Monroe North Carolina
SolarMax LED, Inc. Jackson Yu 12/24/2025 03:20 PM EST Riverside California
Ferguson Waterworks Melissa Visconte 12/24/2025 09:28 AM EST Clifton Park New York
Modified Concrete Al Kenz 12/24/2025 09:03 AM EST New Kensington Pennsylvania
Suppliers
Atlas Painting and Robert Cohan 12/24/2025 08:42 AM EST Amherst New York
Sheeting Corp.
Jeffson Concrete Corp. Adam Losee 12/24/2025 07:19 AM EST Watertown New York
Logic Automation LLC Andrew Molyneaux 12/24/2025 03:22 AM EST riverside California
Brown Carter Consulting Ryan Carter 12/23/2025 05:58 PM EST Saint Albans New York
North America Karen Ericksen 12/23/2025 04:20 PM EST Grand Junction Colorado
Procurement Council, Inc.
PBC
02/05/2026 03:52 PM EST 31 Page 8 of 9

[PAGE 32]
2025-12-ENG - Craig Street Pavement and Bridge Rehabilitation Addendum No: 2 (Published)
Organization Name Main Contact Download Date City Province/State
Fusion Ventures - DO Isaiah Mitchell 12/23/2025 03:08 PM EST South Mariachester Vermont
NOT REACTIVATE
Siewert Equipment Div. Jerry Connolly 12/23/2025 02:58 PM EST Rochester New York
Cummins-Wagner-
Siewert LLC
TrueNorth Steel Ted Zanto 12/23/2025 02:18 PM EST Missoula Montana
CSI MITCH MARSHALL 12/23/2025 02:01 PM EST brooklyn New York
GovRat LLC - DO NOT Luke Gilfillan 12/23/2025 01:34 PM EST Dover Delaware
REACTIVATE
Kubricky Construction James Maybo 12/23/2025 01:25 PM EST Wilton New York
Corp.
Popdega LLC - DO NOT Mithat Cakmak 12/23/2025 01:04 PM EST Arlington Virginia
REACTIVATE
Eastern Contractors Dustin Henry 12/23/2025 12:47 PM EST Albany New York
Association
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Wm. J. Keller & Sons John Bayly 12/23/2025 11:55 AM EST Castleton New York
Construction Corp.
Bette and Cring LLC Matthew Schmitt 12/23/2025 11:53 AM EST Latham New York
F
L. Browe Asphalt Kevin Heelan 12/23/2025 11:51 AM EST Rensselaer New York
Services
Advance Testing Christopher McCracken 12/23/2025 11:32 AM EST Campbell Hall New York
A
Company, Inc.
Atlantic Testing Eric M. Van Alstyne 12/23/2025 11:30 AM EST Clifton Park New York
Laboratories, Limited
Freyssinet Charles WaRshburn 12/23/2025 11:28 AM EST Sterling Virginia
Rifenburg Construction Matt Tozzi 12/23/2025 11:26 AM EST Troy New York
Stilsing Electric Inc Michael Stilsing 12/23/2025 11:26 AM EST Rensselaer New York
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Amstar of Western New Susan Vanderbush 12/23/2025 11:25 AM EST Cheekowaga New York
York, Inc.
Lightspec LLC John Starwald 12/23/2025 11:23 AM EST Rochester New York
COMET FLASHER INC JAMES WRIGHT 12/23/2025 11:20 AM EST WEST SENECA New York
James H. Maloy , Inc Peter Maloy 12/23/2025 11:20 AM EST Loudonville New York
afsco fence co Rich Marciano 12/23/2025 11:18 AM EST latham New York
STS Steel, Inc Jenevieve Gaylor 12/23/2025 11:18 AM EST Schenectady New York
New Castle Paving New Castle Paving 12/23/2025 11:16 AM EST Troy New York
Core Products LLC Sales Associate 12/23/2025 11:16 AM EST COVINGTON Louisiana
Carver Construction Carver Construction Inc. 12/23/2025 11:14 AM EST Albany New York
Aggregator Suppliers Robert Kangolini 12/23/2025 11:13 AM EST Seattle Washington
Corporation - DO NOT
REACTIVATE
02/05/2026 03:52 PM EST 32 Page 9 of 9

[PAGE 33]
2/5/26, 3:53 PM Contracting Opportunities
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<< Home | All Open Opportunities | Ad details | IAnterested bidders
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Craig Street Pavement & Bridge Rehabilitation NYSDOT PIN 1761.69
The following table displays a list of individuals who have viewed, bookmarked, opened bid
documents, or opted to receive bid update notifications for your ad.
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Search Search
First name  Last name  Company Address 1 Address 2 City St
Amir Khan Plus Media 74-R 166 77th Chipley Flo
Hwy
Anirudh Ramprasad Padmi #8 839 Ann-Arbor Mi
Tappan Ave
33
https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 1/13

[PAGE 34]
2/5/26, 3:53 PM Contracting Opportunities
First name  Last name  Company Address 1 Address 2 City St
Ashley Zappone AOW 30 Essex Albany Ne
Construction, LLC Street
Binghamton Office Builders 15 Belden Binghamton Ne
Exchange of the Street
Southern Tier
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Bob Camadine Schupp's Line 25 Walker Albany Ne
Construction NYS Way
A
Certified
WBE/DBE
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Chris Alfano Jarvus 632 N 2nd St Unit #555 Philadelphia Pe
Innovations LLC
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Christina Gaulocher Buffalo 4245 Union Suite 204 Buffalo Ne
Engineering, P.C. Road
Christopher Hayes WM. J. Keller & 1435 RT. 9 Castleton Ne
Sons Construction
Corp.
Connie Armstrong Erdman Anthony 145 Culver Suite 200 Rochester Ne
Road
34
https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 2/13

[PAGE 35]
2/5/26, 3:53 PM Contracting Opportunities
First name  Last name  Company Address 1 Address 2 City St
Construct Connect ConstructConnect 3825 Edwards Suite 800 Cincinnati Oh
Rd.
Daedri Cavuoto Dodge 300 ATmerican Suite 185 Hamilton Ne
Construction Metro Blvd
Network
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A
R
Damaris Corona- LiRo-Hill 3 Aerial Way Syosset Ne
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Tejada
Daniel Boghosian James H Maloy, 421 Albany PO Box Loudonville Ne
Inc Shaker Rd 11016
Darlene Baker-Mann Dodge Data & 4300 Beltway Arlington Te
Analytics Place Ste 180
35
https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 3/13

[PAGE 36]
2/5/26, 3:53 PM Contracting Opportunities
First name  Last name  Company Address 1 Address 2 City St
Dave Brosius Hunt Engineers, 143 Court Binghamton Ne
Architects & Land Street
Surveyors, PC
David Fine DF Interactive NC 125 S Raleigh No
LLC Pettigrew St Ca
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Deb Baran Dodge 300 American Hightstown Ne
Construction Metro Blvd
Network F
A
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deva deva acd New York New York Ne
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Dustin Henry Eastern 6 Airline Drive Albany Ne
Contractors
Association
Emma Jorgensen Tectonic 70 Pleasant Mountainville Ne
Engineering Hill Road
Consultants,
Geologists & Land
Surveyors, D.P.C.
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https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 4/13

[PAGE 37]
2/5/26, 3:53 PM Contracting Opportunities
First name  Last name  Company Address 1 Address 2 City St
Eric Johnson North America 320 W. Ohio Chicago Illi
Procurement St., Suite 300
Council Inc., PBC
Evan Kirk Harrison and 22 Hamiliton Glenmont Ne
Burrowes Bridge lane
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Fred Mastroianni FCM Engineering, 156 Spring Scotia Ne
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PLLC Road
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Gabriel HanouDfa Carver 2170 River Rd Coeymans Ne
Construction
Gayathri Prithiviraj DevCare 579 Executive Westerville Oh
Solutions Ltd Campus
Drive, Suite
370
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https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 5/13

[PAGE 38]
2/5/26, 3:53 PM Contracting Opportunities
First name  Last name  Company Address 1 Address 2 City St
Gerard Bartucci KCI Technologies 530 Chestnut Woodcliff Ne
Inc. Ridge Road Lake
James Loucks Cushing Stone 725 state null Amsterdam Ne
Company Inc highway 5s
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Jayalakshmi Loganathan Dodge Data & F4300 Beltway Ste 150 Arlington Te
Analytics Place
A
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Joann SykesDWatson Bowman 95 Pineview 95 Amherst Ne
Acme Corp Drive Pineview
Drive
Joe Campbell Indexing 973 5th St Elko Ne
Solutions
38
https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 6/13

[PAGE 39]
2/5/26, 3:53 PM Contracting Opportunities
First name  Last name  Company Address 1 Address 2 City St
JOSEPH ABIDIB POWER LINE PO BOX 385 24 CLINTON Ne
CONSTRUCTORS, ROBINSON
INC. RD
Joshua Karanouh- Rechnen LLC 7805 Loblolly Hanover Ma
Schuler Way
T
F
A
JP Das School Wholesale 2120 NASHVILLE Te
Supplies LLC Donelson
RPike Nashville,
TN 37210
Kelly SchultzDW.M. Schultz 831 State PO Box Ballston Spa Ne
Construction, Inc. Route 67, 2620
Curtis
Industrial Park
Liviu Reynolds Front Line 4207 US-290 Dripping Te
Advisory Group Suite 108, Springs
78620
Markus Lerone Self 299 Park New York Ne
Avenue
39
https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 7/13

[PAGE 40]
2/5/26, 3:53 PM Contracting Opportunities
First name  Last name  Company Address 1 Address 2 City St
Matt Franceschi Acs Rt 23 Rt 23 Claverack Ne
Matt Schmitt Bette & Cring LLC 22 Century Suite 201 Latham Ne
Hill DrTive
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Matt Tozzi RifenburgA129 Defreest Troy Ne
Construction, Inc. Drive
R
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Meghan Dougherty COEXCEL 120 Hawley Binghamton Ne
SOLUTIONS LLC St.
Michael Roche MOTT 40 La Riviere Suite 203 Buffalo Ne
MACDONALD Drive
40
https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 8/13

[PAGE 41]
2/5/26, 3:53 PM Contracting Opportunities
First name  Last name  Company Address 1 Address 2 City St
Michael Stilsing Stilsing Electric 500 South St Rennselaer Ne
Inc
Moses Rabaev Brighton Builder 3049 Brighton 105 Brooklyn Ne
6th St
T
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Muzzafar Hussain Total Bid Data 48 Wall Street Suite 1100 New York Ne
A
Corp
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Niko DegonDza Degonza 14 pfeil ave Albany Ne
Sealcoating
Norman Young DCMC 20 Horseshoe Selkirk Ne
Construction, LLC Drive
Pamela Wilde SITECH Northeast 400 Wheeler Tonawanda Ne
Street
41
https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 9/13

[PAGE 42]
2/5/26, 3:53 PM Contracting Opportunities
First name  Last name  Company Address 1 Address 2 City St
Philip Benza County 175 marble Pleasantville Ne
Fabricators avenue
Rich Fredericks Bidders Guide 3896 Dewey #555 Rochester Ne
Publications Ave. T
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Rob Cartwright MJ EngineAering, 21 Corporate null Clifton Park Ne
Architecture, Drive, Clifton
Landscape Park, New
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Architecture, and York
Land Surveying,
P.C.
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Ruth Howe Binghamton 18 Phelps Binghamton Ne
Precast & Supply Street
Corp.
Sarah Vine MGBids.com 4622 Cedar null Wilmington No
Avenue #123 Ca
Scott Verrall Amstar of WNY 825 Rein Rd. null Cheektowaga Ne
Inc.
42
https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 10/13

[PAGE 43]
2/5/26, 3:53 PM Contracting Opportunities
First name  Last name  Company Address 1 Address 2 City St
Shannon Short Fisher Associates 180 Charlotte Rochester Ne
Street
Source Management Deltek 2291 Wood Herndon Vi
Oak DTr
F
A
Stacey Cleary FPT Infrastructure 401 Old US 52 null Mount Airy No
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South Ca
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Steven Crawford Patriot Shotcrete 9 Veronica Somerset Ne
Ave
Thomas Craparo Avello Asphalt & 141 Daley Poughkeepsie Ne
Construction Road
Corp.
43
https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 11/13

[PAGE 44]
2/5/26, 3:53 PM Contracting Opportunities
First name  Last name  Company Address 1 Address 2 City St
Timothy Widrick Zehrs Flowers 8484 Van null Castorland Ne
and Landscaping Amber Rd
llc
Todd Hartman Donegal 457 Moseley Fairport Ne
Construction Corp Road
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Tom Magill DiKat, Inc F7397 Taft Park East Syracuse Ne
Drive
A
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Tom Zheng 11427725 Canada 2349 Grand Oakville On
Inc. Oak Trail
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wh aaaatoh zoo yes ny Ne
Zubia Mallick Techno Consult, 5 Suite 150 Princeton Ne
Inc. Independence
Way
44
https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 12/13

[PAGE 45]
2/5/26, 3:53 PM Contracting Opportunities
New York State Contract Reporter
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https://www.nyscr.ny.gov/Ads/InterestedBidders?adId=2129956 13/13

[PAGE 46]
February 5, 2026
Christopher Wallin, P.E. – City Engineer
City Engineer’s Office
105 Jay Street
Schenectady, New York 12305
Re: PIN 1761.69
Craig Street Pavement and Bridge Rehabilitation
City of Schenectady
Bid Analysis
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Mr. Wallin,
MJ Engineering, Architecture, Landscape ArchitectFure, and Land Surveying, P.C. (MJ) has reviewed
the bids received on January 21, 2026 for the above-referenced contract. The bidder’s information
and the engineer’s estimate have been compared and are summarized below.
A
Two (2) bids were received, which are tallied in order as follows:
BIDDER BID ($)
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Carver Construction, Inc. $ 14,972,174.00
James H. Maloy, Inc. $ 15,423,000.00
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MJ is recommending Carver Construction, Inc. be chosen as the lowest bidder. The chosen low bidder
is a responsible contractor based on:
1. They have adequate expertise and experience.
2. They have no known criminal conduct in connection with government contracts.
3. They do not have any open OSHA violations regarding the personal safety of employees,
government personnel or members of the public.
4. There is no record of willful non-compliance with prevailing wage laws.
5. They have no known significant labor law violations.
6. They have no known violations of the Workers Compensation Laws
7. There is no record of criminal conduct involving violations of Environmental Conservation Law or
other environmental statutes.
8. There is no record of failure to demonstrate good faith efforts to comply with Federal or State
statutes and regulations regarding efforts to solicit and utilize Minority and Women Business
Enterprises on government contracts.
9. There is no record of failure to comply with State and federal equal opportunity statutes and
regulations.
10. There is not any other cause of so serious or compelling nature that it raises questions about the
present responsibility of a contractor/vendor.
21 Corporate Drive 518.371.0799 Fishkill, NY
Clifton Park, NY 12065 mj@mjteam.com Levittown, NY
m4j6team.com Picatinny, NJ
Melbourne, FL

[PAGE 47]
PIN 1761.69 – Craig Street Pavement and Bridge Rehabilitation – Bid Verification
February 5, 2026
Page 2 of 2
The apparent low bid contains several individual quantity items which are 25 percent or more over
the engineer’s estimate. These items are generally related to the utility earthwork, concrete
sidewalks, and bridge work. It is assumed that these bid prices are elevated due to the increased
complexity of the bridge rehabilitation work and the reconstruction of the roadway within the City
limits.
The apparent low bid also contains items that are 25 percent below the engineer’s estimate, relating
to the residential stair reconstruction and incidental utility work. It is assumed that these bid prices
are lower than the engineer’s estimate because the Contractor plans to use alternative means and
methods to what is shown in the construction plans.
The apparent low bid is balanced and complete. Based on the figures analyzed, MJ has concluded
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that the variations in bid prices as submitted by Carver Construction, Inc. are justifiable. Based on
this analysis, we recommend that this project proceed.
Sincerely, F
A
Brian J. Cooper, P.E.
Principal, Senior Vice President of Transportation Engineering
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Attachments:
Bid Verification
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[PAGE 48]
Bid Verification Sheet
MJ Engineering, Architcture, Landscape Architecture and Land Surveying, P.C.
PIN 1761.69 Craig Street Pavement and Bridge Rehabilitation
2/5/2026
Engineer's Estimate Carver Construction, Inc. J.H. Maloy
(broken out by shares)
Item Description Unit Bridge Qty Hwy Qty Total Unit Price Bridge Total Hwy Total Total Price Unit Price Bridge Total Hwy Total Total Price Unit Price Bridge Total Hwy Total Total Price
201.06 CLEARING AND GRUBBING LS 1 1 $ 1 5,000.00 $ - $ 15,000.00 $ 15,000.00 $ 7,500.00 $ - $ 7,500.00 $ 7,500.00 $ 75,000.00 $ - $ 75,000.00 $ 75,000.00
203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL CY 73 13290 13363 $ 35.00 $ 2,555.00 $ 465,150.00 $ 467,705.00 $ 49.00 $ 3,577.00 $ 651,210.00 $ 654,787.00 $ 85.00 $ 6,205.00 $ 1,129,650.00 $ 1,135,855.00
203.03 EMBANKMENT IN PLACE CY 1600 1600 $ 45.00 $ - $ 72,000.00 $ 72,000.00 $ 39.00 $ - $ 62,400.00 $ 62,400.00 $ 60.00 $ - $ 96,000.00 $ 96,000.00
203.07 SELECT GRANULAR FILL CY 2160 2160 $ 35.00 $ - $ 75,600.00 $ 75,600.00 $ 48.00 $ - $ 103,680.00 $ 103,680.00 $ 185.00 $ - $ 399,600.00 $ 399,600.00
203.21 SELECT STRUCTURE FILL CY 87 200 287 $ 85.00 $ 7,395.00 $ 17,000.00 $ 24,395.00 $ 123.00 $ 10,701.00 $ 24,600.00 $ 35,301.00 $ 185.00 $ 16,095.00 $ 37,000.00 $ 53,095.00
203.24010017 SHOULDER BACKUP MATERIAL TON 20 20 $ 100.00 $ - $ 2,000.00 $ 2,000.00 $ 129.00 $ - $ 2,580.00 $ 2,580.00 $ 90.00 $ - $ 1,800.00 $ 1,800.00
204.01 CONTROLLED LOW STRENGTH MATERIAL (CLSM) CY 39 39 $ 500.00 $ - $ 19,500.00 $ 19,500.00 $ 711.00 $ - $ 27,729.00 $ 27,729.00 $ 500.00 $ - $ 19,500.00 $ 19,500.00
206.01 STRUCTURE EXCAVATION CY 87 118 205 $ 50.00 $ 4,350.00 $ 5,900.00 $ 10,250.00 $ 134.00 $ 11,658.00 $ 15,812.00 $ 27,470.00 $ 150.00 $ 13,050.00 $ 17,700.00 $ 30,750.00
206.0201 TRENCH AND CULVERT EXCAVATION CY 5230 5230 $ 40.00 $ - $ 209,200.00 $ 209,200.00 $ 81.00 $ - $ 423,630.00 $ 423,630.00 $ 150.00 $ - $ 784,500.00 $ 784,500.00
206.03 CONDUIT EXCAVATION AND BACKFILL INCLUDING SURFACE RESTORATION LF 3801 3801 $ 30.00 $ - $ 114,030.00 $ 114,030.00 $ 26.00 $ - $ 98,826.00 $ 98,826.00 $ 27.00 $ - $ 102,627.00 $ 102,627.00
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206.05 TEST PIT EXCAVATION EACH 87 87 $ 750.00 $ - $ 65,250.00 $ 65,250.00 $ 1,048.00 $ - $ 91,176.00 $ 91,176.00 $ 650.00 $ - $ 56,550.00 $ 56,550.00
207.21 GEOTEXTILE SEPARATION SY 12370 12370 $ 2.00 $ - $ 24,740.00 $ 24,740.00 $ 1.00 $ - $ 12,370.00 $ 12,370.00 $ 3.00 $ - $ 37,110.00 $ 37,110.00
207.26 PREFABRICATED COMPOSITE STRUCTURAL DRAIN SY 73 0 73 $ 27.00 $ 1,971.00 $ - $ 1,971.00 $ 30.00 $ 2,190.00 $ - $ 2,190.00 $ 50.00 $ 3,650.00 $ - $ 3,650.00
208.5701 STORMWATER TREATMENT SYSTEM SWTD - MAXIMUM TREATMENT FLOW RATE OVER 7.0 CFS UP TO 10.0 CFS EACH 1 1 $ 7 5,000.00 $ - $ 75,000.00 $ 75,000.00 $ 70,425.00 $ - $ 70,425.00 $ 70,425.00 $ 65,000.00 $ - $ 65,000.00 $ 65,000.00
208.5901 STORMWATER TREATMENT SYSTEM SWTD - MAXIMUM TREATMENT FLOW RATE OVER 15.0 CFS UP TO 25.0 CFS EACH 1 1 $ 8 5,000.00 $ - $ 85,000.00 $ 85,000.00 $ 103,706.00 $ - $ 103,706.00 $ 103,706.00 $ 95,000.00 $ - $ 95,000.00 $ 95,000.00
209.100101 MULCH - TEMPORARY SY 5176 5176 $ 2.00 $ - $ 10,352.00 $ 10,352.00 $ 0.01 $ - $ 51.76 $ 51.76 $ 1.40 $ - $ 7,246.40 $ 7,246.40
F
209.1003 SEED AND MULCH - TEMPORARY SY 2588 2588 $ 1.00 $ - $ 2,588.00 $ 2,588.00 $ 0.01 $ - $ 25.88 $ 25.88 $ 1.80 $ - $ 4,658.40 $ 4,658.40
209.2301 SEDIMENT FILTER LOG-TEMPORARY,12" LF 1410 1410 $ 10.00 $ - $ 14,100.00 $ 14,100.00 $ 25.00 $ - $ 35,250.00 $ 35,250.00 $ 7.50 $ - $ 10,575.00 $ 10,575.00
304.12 SUBBASE COURSE, TYPE 2 CY 81 5690 5771 $ 75.00 $ 6,075.00 $ 426,750.00 $ 432,825.00 $ 89.00 $ 7,209.00 $ 506,410.00 $ 513,619.00 $ 150.00 $ 12,150.00 $ 853,500.00 $ 865,650.00
404.0179 TRUING & LEVELING F9, ASPHALT, 70 SERIES COMPACTION TON 69 69 $ 225.00 $ - $ 15,525.00 $ 15,525.00 $ 199.00 $ - $ 13,731.00 $ 13,731.00 $ 380.00 $ - $ 26,220.00 $ 26,220.00
404.0973 9.5 F3 TOP COURSE ASPHALT, 70 SERIES COMPACTION TON 1480 1480 $ 125.00 $ - $ 185,000.00 $ 185,000.00 $ 140.00 $ - $ 207,200.00 $ 207,200.00 $ 185.00 $ - $ 273,800.00 $ 273,800.00
404.1979 19 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION TON 1855 1855 $ 125.00 $ - $ 231,875.00 $ 231,875.00 $ 133.00 $ - $ 246,715.00 $ 246,715.00 $ 145.00 $ - $ 268,975.00 $ 268,975.00
404.2579 25 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION TON 2088 2088 $A 125.00 $ - $ 261,000.00 $ 261,000.00 $ 124.00 $ - $ 258,912.00 $ 258,912.00 $ 142.00 $ - $ 296,496.00 $ 296,496.00
404.4389 19 F9 TEMPORARY BINDER COURSE ASPHALT, 80 SERIES COMPACTION TON 129 129 $ 225.00 $ - $ 29,025.00 $ 29,025.00 $ 337.00 $ - $ 43,473.00 $ 43,473.00 $ 380.00 $ - $ 49,020.00 $ 49,020.00
404.4589 37.5 F9 TEMPORARY BASE COURSE ASPHALT, 80 SERIES COMPACTION TON 34 34 $ 225.00 $ - $ 7,650.00 $ 7,650.00 $ 367.00 $ - $ 12,478.00 $ 12,478.00 $ 380.00 $ - $ 12,920.00 $ 12,920.00
407.0103 STRAIGHT TACK COAT GAL 1450 1450 $ 10.00 $ - $ 14,500.00 $ 14,500.00 $ 17.00 $ - $ 24,650.00 $ 24,650.00 $ 16.00 $ - $ 23,200.00 $ 23,200.00
418.7603 ASPHALT PAVEMENT JOINT ADHESIVE LF 14680 14680 $ 2.00 $ - $ 29,360.00 $ 29,360.00 $ 1.00 $ - $ 14,680.00 $ 14,680.00 $ 1.10 $ - $ 16,148.00 $ 16,148.00
490.30 MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE SY 1471 1471 $ 10.00 $ - $ 14,710.00 $ 14,710.00 $ 11.00 $ - $ 16,181.00 $ 16,181.00 $ 10.00 $ - $ 14,710.00 $ 14,710.00
490.40 MISCELLANEOUS COLD MILLING OF PORTLAND CEMENT CONCRETE SY 1053 0 1053 $ 15.00 $ 1 5,795.00 $ - $ 15,795.00 $ 29.00 $ 30,537.00 $ - $ 30,537.00 $ 22.00 $ 23,166.00 $ - $ 23,166.00
552.17 SHIELDS AND SHORING SF R10840 10840 $ 2.00 $ - $ 21,680.00 $ 21,680.00 $ 0.01 $ - $ 108.40 $ 108.40 $ 1.00 $ - $ 10,840.00 $ 10,840.00
555.0021 CONCRETE FOR STRUCTURES, PERFORMANCE CY 99 88 187 $ 1,500.00 $ 148,500.00 $ 132,000.00 $ 280,500.00 $ 2,357.00 $ 233,343.00 $ 207,416.00 $ 440,759.00 $ 2,300.00 $ 227,700.00 $ 202,400.00 $ 430,100.00
554.60000102 STAIRWAY FOR FILL TYPE RETAINING WALL (0 FT. - 6 FT.) EACH 15 15 $ 1 0,600.00 $ - $ 159,000.00 $ 159,000.00 $ 1,200.00 $ - $ 18,000.00 $ 18,000.00 $ 2,000.00 $ - $ 30,000.00 $ 30,000.00
555.72940001 ARCHITECTURAL TREATMENT - VERTICAL CONCRETE SURFACES SF 240 240 $ 30.00 $ - $ 7,200.00 $ 7,200.00 $ 24.00 $ - $ 5,760.00 $ 5,760.00 $ 40.00 $ - $ 9,600.00 $ 9,600.00
555.97130016 CONCRETE FOR STRUCTURES, (REINFORCEMENT INCLUDED AND NO BAR LIST IN PLANS) CY 11 11 $ 3,200.00 $ - $ 35,200.00 $ 35,200.00 $ 3,609.00 $ - $ 39,699.00 $ 39,699.00 $ 2,600.00 $ - $ 28,600.00 $ 28,600.00
555.97140016 FOOTING CONCRETE, (REINFORCEMENT INCLUDED AND NO BAR LIST IN PLANS) CY 28 28 $ 1,800.00 $ - $ 50,400.00 $ 50,400.00 $ 3,369.00 $ - $ 94,332.00 $ 94,332.00 $ 2,800.00 $ - $ 78,400.00 $ 78,400.00
555.9901 PERFORMANCE CONCRETE QUALITY ADJUSTMENT - FOOTING CONCRETE QU 1 1 $ 9.00 $ - $ 9.00 $ 9.00 $ 9.00 $ - $ 9.00 $ 9.00 $ 9.00 $ - $ 9.00 $ 9.00
555.9902 PERFORMANCE CONCRETE QUALITY ADJUSTMENT - CONCRETE FOR STRUCTURES DQU 1 1 $ 7.97 $ - $ 7.97 $ 7.97 $ 7.97 $ - $ 7.97 $ 7.97 $ 7.97 $ - $ 7.97 $ 7.97
556.0202 EPOXY-COATED BAR REINFORCEMENT FOR STRUCTURES LB 22500 0 22500 $ 2.50 $ 5 6,250.00 $ - $ 56,250.00 $ 4.00 $ 90,000.00 $ - $ 90,000.00 $ 2.40 $ 54,000.00 $ - $ 54,000.00
556.03 STUD SHEAR CONNECTORS FOR BRIDGES EACH 384 0 384 $ 7.50 $ 2,880.00 $ - $ 2,880.00 $ 30.00 $ 11,520.00 $ - $ 11,520.00 $ 20.00 $ 7,680.00 $ - $ 7,680.00
557.1013 STRUCTURAL APPROACH SLAB WITH INTEGRAL WEARING SURFACE TYPE 3 FRICTION SY 228 0 228 $ 580.00 $ 132,240.00 $ - $ 132,240.00 $ 722.00 $ 164,616.00 $ - $ 164,616.00 $ 600.00 $ 136,800.00 $ - $ 136,800.00
557.1113 SUPERSTRUCTURE SLAB WITH INTEGRAL WEARING SURFACE BOTTOM FORMWORK REQUIRED - TYPE 3 FRICTION SY 44 0 44 $ 750.00 $ 3 3,000.00 $ - $ 33,000.00 $ 1,504.00 $ 66,176.00 $ - $ 66,176.00 $ 870.00 $ 38,280.00 $ - $ 38,280.00
557.30 SIDEWALKS AND SAFETY WALKS SY 324 324 $ 185.00 $ - $ 59,940.00 $ 59,940.00 $ 270.00 $ - $ 87,480.00 $ 87,480.00 $ 200.00 $ - $ 64,800.00 $ 64,800.00
557.75010216 ULTRA-HIGH PERFORMANCE CONCRETE LINK SLAB CF 320 0 320 $ 620.00 $ 198,400.00 $ - $ 198,400.00 $ 842.00 $ 269,440.00 $ - $ 269,440.00 $ 500.00 $ 160,000.00 $ - $ 160,000.00
557.9901 PERFORMANCE CONCRETE QUALITY ADJUSTMENT - SUPERSTRUCTURE AND APPROACH SLAB QU 1 0 1 $ 11.51 $ 11.51 $ - $ 1 1.51 $ 11.51 $ 11.51 $ - $ 11.51 $ 11.51 $ 11.51 $ - $ 11.51
558.02 LONGITUDINAL SAWCUT GROOVING OF STRUCTURAL SLAB SURFACE SY 1251 0 1251 $ 12.00 $ 1 5,012.00 $ - $ 15,012.00 $ 15.00 $ 18,765.00 $ - $ 18,765.00 $ 15.00 $ 18,765.00 $ - $ 18,765.00
559.01 PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW BRIDGE, DECKS AND BRIDGE DECK OVERLAYS SF 12350 0 12350 $ 0.75 $ 9,262.50 $ - $ 9,262.50 $ 1.00 $ 12,350.00 $ - $ 12,350.00 $ 0.90 $ 11,115.00 $ - $ 11,115.00
559.02 PROTECTIVE SEALING OF NEW STRUCTURAL CONCRETE SF 2855 0 2855 $ 1.25 $ 3,568.75 $ - $ 3,568.75 $ 1.00 $ 2,855.00 $ - $ 2,855.00 $ 0.90 $ 2,569.50 $ - $ 2,569.50
560.04010008 STONE VENEER SF 115 115 $ 150.00 $ - $ 17,250.00 $ 17,250.00 $ 180.00 $ - $ 20,700.00 $ 20,700.00 $ 200.00 $ - $ 23,000.00 $ 23,000.00
565.2022 TYPE E.B. FIXED BEARING (56 TO 111 KIPS) EACH 8 0 8 $ 3,075.00 $ 2 4,600.00 $ - $ 24,600.00 $ 6,016.00 $ 48,128.00 $ - $ 48,128.00 $ 3,100.00 $ 24,800.00 $ - $ 24,800.00
565.2032 TYPE E.B EXPANSION BEARING (56 TO 111 KIPS) EACH 56 0 56 $ 3,930.00 $ 220,080.00 $ - $ 220,080.00 $ 6,016.00 $ 336,896.00 $ - $ 336,896.00 $ 2,800.00 $ 156,800.00 $ - $ 156,800.00
567.60 ARMORLESS BRIDGE JOINT SYSTEM LF 53 0 53 $ 250.00 $ 1 3,250.00 $ - $ 13,250.00 $ 601.00 $ 31,853.00 $ - $ 31,853.00 $ 640.00 $ 33,920.00 $ - $ 33,920.00
568.51 STEEL BRIDGE RAILING (FOUR RAIL) LF 783 783 $ 235.00 $ - $ 184,005.00 $ 184,005.00 $ 321.00 $ - $ 251,343.00 $ 251,343.00 $ 400.00 $ - $ 313,200.00 $ 313,200.00
568.70 TRANSITION BRIDGE RAILING LF 175 175 $ 200.00 $ - $ 35,000.00 $ 35,000.00 $ 243.00 $ - $ 42,525.00 $ 42,525.00 $ 220.00 $ - $ 38,500.00 $ 38,500.00
568.83 PEDESTRIAN AND BICYCLE RAILING (FOUR-RAIL) LF 309 309 $ 220.00 $ - $ 67,980.00 $ 67,980.00 $ 197.00 $ - $ 60,873.00 $ 60,873.00 $ 165.00 $ - $ 50,985.00 $ 50,985.00
570.01 LEAD EXPOSURE CONTROL PLAN LS 1 0 1 $ 2,200.00 $ 2,200.00 $ - $ 2,200.00 $ 3,008.00 $ 3,008.00 $ - $ 3,008.00 $ 11,000.00 $ 11,000.00 $ - $ 11,000.00
570.02 MEDICAL TESTING DC 3000 0 3000 $ 1.00 $ 3,000.00 $ - $ 3,000.00 $ 1.00 $ 3,000.00 $ - $ 3,000.00 $ 1.00 $ 3,000.00 $ - $ 3,000.00
570.03 PERSONAL EXPOSURE MONITORING SAMPLE ANALYSIS DC 3000 0 3000 $ 1.00 $ 3,000.00 $ - $ 3,000.00 $ 1.00 $ 3,000.00 $ - $ 3,000.00 $ 1.00 $ 3,000.00 $ - $ 3,000.00
570.04 DECONTAMINATION FACILITIES CW 5 0 5 $ 500.00 $ 2,500.00 $ - $ 2,500.00 $ 12.00 $ 60.00 $ - $ 60.00 $ 500.00 $ 2,500.00 $ - $ 2,500.00
570.150001 CLASS A CONTAINMENT FOR PAINT REMOVAL LS 1 0 1 $ 140,000.00 $ 140,000.00 $ - $ 140,000.00 $ 128,748.00 $ 128,748.00 $ - $ 128,748.00 $ 60,000.00 $ 60,000.00 $ - $ 60,000.00
571.03 DISPOSAL OF HAZARDOUS PAINT WASTE CONTAINING LEAD LB 5900 0 5900 $ 0.75 $ 4,425.00 $ - $ 4,425.00 $ 1.00 $ 5,900.00 $ - $ 5,900.00 $ 0.50 $ 2,950.00 $ - $ 2,950.00
573.010001 STRUCTURAL STEEL PAINTING FIELD APPLIED, TOTAL REMOVAL LS 1 0 1 $ 270,000.00 $ 270,000.00 $ - $ 270,000.00 $ 302,620.00 $ 302,620.00 $ - $ 302,620.00 $ 700,000.00 $ 700,000.00 $ - $ 700,000.00
580.01 REMOVAL OF STRUCTURAL CONCRETE CY 184 0 184 $ 1,630.00 $ 299,920.00 $ - $ 299,920.00 $ 3,128.00 $ 575,552.00 $ - $ 575,552.00 $ 1,400.00 $ 257,600.00 $ - $ 257,600.00
580.04 REMOVAL OF CONCRETE APPROACH SLAB SF 2344 0 2344 $ 10.00 $ 2 3,440.00 $ - $ 23,440.00 $ 14.00 $ 32,816.00 $ - $ 32,816.00 $ 8.00 $ 18,752.00 $ - $ 18,752.00
582.0051 REMOVAL AND REPLACEMENT OF STRUCTURAL CONCRETE CY 1.1 0 1.1 $ 1 4,160.00 $ 1 5,576.00 $ - $ 15,576.00 $ 21,057.00 $ 23,162.70 $ - $ 23,162.70 $ 13,000.00 $ 14,300.00 $ - $ 14,300.00
584.030301 OVERLAY CONCRETE, PERFORMANCE TYPE 3 FRICTION SY 1035 0 1035 $ 100.00 $ 103,500.00 $ - $ 103,500.00 $ 240.00 $ 248,400.00 $ - $ 248,400.00 $ 175.00 $ 181,125.00 $ - $ 181,125.00
584.9901 PERFORMANCE CONCRETE QUALITY ADJUSTMENT - SPECIALIZED OVERLAYS FOR STRUCTURAL SLABS QU 1 0 1 $ 6.00 $ 6.00 $ - $ 6.00 $ 6.00 $ 6.00 $ - $ 6.00 $ 6.00 $ 6.00 $ - $ 6.00
585.01 STRUCTURAL LIFTING OPERATIONS - TYPE A EACH 64 0 64 $ 6,000.00 $ 384,000.00 $ - $ 384,000.00 $ 8,723.00 $ 558,272.00 $ - $ 558,272.00 $ 5,500.00 $ 352,000.00 $ - $ 352,000.00
586.0201 DRILLING AND GROUTING BOLTS OR REINFORCEMENT BARS EACH 710 68 778 $ 37.00 $ 2 6,270.00 $ 2,516.00 $ 28,786.00 $ 109.00 $ 77,390.00 $ 7,412.00 $ 84,802.00 $ 32.00 $ 22,720.00 $ 2,176.00 $ 24,896.00
587.01 BRIDGE RAILING REMOVAL AND DISPOSAL LF 486 0 486 $ 12.00 $ 5,832.00 $ - $ 5,832.00 $ 42.00 $ 20,412.00 $ - $ 20,412.00 $ 15.00 $ 7,290.00 $ - $ 7,290.00
589.520001 REMOVAL OF EXISTING STEEL EACH 64 0 64 $ 2,500.00 $ 160,000.00 $ - $ 160,000.00 $ 3,309.00 $ 211,776.00 $ - $ 211,776.00 $ 1,000.00 $ 64,000.00 $ - $ 64,000.00
48
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[PAGE 49]
Bid Verification Sheet
MJ Engineering, Architcture, Landscape Architecture and Land Surveying, P.C.
PIN 1761.69 Craig Street Pavement and Bridge Rehabilitation
2/5/2026
Engineer's Estimate Carver Construction, Inc. J.H. Maloy
(broken out by shares)
Item Description Unit Bridge Qty Hwy Qty Total Unit Price Bridge Total Hwy Total Total Price Unit Price Bridge Total Hwy Total Total Price Unit Price Bridge Total Hwy Total Total Price
601.01000018 SURFACE TREATMENT FOR PAVEMENTS TYPE 2, TRAFFIC GRADE SY 65 65 $ 200.00 $ - $ 13,000.00 $ 13,000.00 $ 215.00 $ - $ 13,975.00 $ 13,975.00 $ 210.00 $ - $ 13,650.00 $ 13,650.00
603.77 CONCRETE COLLARS EACH 11 11 $ 2,500.00 $ - $ 27,500.00 $ 27,500.00 $ 2,909.00 $ - $ 31,999.00 $ 31,999.00 $ 1,700.00 $ - $ 18,700.00 $ 18,700.00
603.9812 SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT AND STORMDRAIN 12 INCH DIAMETER LF 1490 1490 $ 80.00 $ - $ 119,200.00 $ 119,200.00 $ 133.00 $ - $ 198,170.00 $ 198,170.00 $ 25.00 $ - $ 37,250.00 $ 37,250.00
603.9815 SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT AND STORMDRAIN 15 INCH DIAMETER LF 1280 1280 $ 100.00 $ - $ 128,000.00 $ 128,000.00 $ 114.00 $ - $ 145,920.00 $ 145,920.00 $ 30.00 $ - $ 38,400.00 $ 38,400.00
603.9818 SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT AND STORMDRAIN 18 INCH DIAMETER LF 860 860 $ 110.00 $ - $ 94,600.00 $ 94,600.00 $ 152.00 $ - $ 130,720.00 $ 130,720.00 $ 40.00 $ - $ 34,400.00 $ 34,400.00
603.9824 SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT AND STORMDRAIN 24 INCH DIAMETER LF 90 90 $ 120.00 $ - $ 10,800.00 $ 10,800.00 $ 270.00 $ - $ 24,300.00 $ 24,300.00 $ 75.00 $ - $ 6,750.00 $ 6,750.00
604.070101 ALTERING DRAINAGE STRUCTURES, LEACHING BASINS AND MANHOLES EACH 74 74 $ 1,000.00 $ - $ 74,000.00 $ 74,000.00 $ 991.00 $ - $ 73,334.00 $ 73,334.00 $ 800.00 $ - $ 59,200.00 $ 59,200.00
604.300673 RECTANGULAR DRAINAGE STRUCTURE TYPE F FOR CAST IRON F3 FRAME LF 16 16 $ 1,200.00 $ - $ 19,200.00 $ 19,200.00 $ 1,135.00 $ - $ 18,160.00 $ 18,160.00 $ 1,300.00 $ - $ 20,800.00 $ 20,800.00
604.300773 RECTANGULAR DRAINAGE STRUCTURE TYPE G FOR CAST IRON F3 FRAME LF 5 5 $ 1,400.00 $ - $ 7,000.00 $ 7,000.00 $ 1,291.00 $ - $ 6,455.00 $ 6,455.00 $ 1,400.00 $ - $ 7,000.00 $ 7,000.00
604.301072 RECTANGULAR DRAINAGE STRUCTURE TYPE J FOR CAST IRON F2 FRAME LF 5 5 $ 1,500.00 $ - $ 7,500.00 $ 7,500.00 $ 1,299.00 $ - $ 6,495.00 $ 6,495.00 $ 1,400.00 $ - $ 7,000.00 $ 7,000.00
T
604.301772 RECTANGULAR DRAINAGE STRUCTURE TYPE Q FOR CAST IRON F2 FRAME LF 228 228 $ 900.00 $ - $ 205,200.00 $ 205,200.00 $ 932.00 $ - $ 212,496.00 $ 212,496.00 $ 1,300.00 $ - $ 296,400.00 $ 296,400.00
604.301873 RECTANGULAR DRAINAGE STRUCTURE TYPE R FOR CAST IRON F3 FRAME LF 9 9 $ 1,100.00 $ - $ 9,900.00 $ 9,900.00 $ 1,040.00 $ - $ 9,360.00 $ 9,360.00 $ 1,200.00 $ - $ 10,800.00 $ 10,800.00
604.301911 RECTANGULAR DRAINAGE STRUCTURE TYPE S FOR #11 WELDED FRAME LF 13 13 $ 1,000.00 $ - $ 13,000.00 $ 13,000.00 $ 913.00 $ - $ 11,869.00 $ 11,869.00 $ 900.00 $ - $ 11,700.00 $ 11,700.00
604.302016 RECTANGULAR DRAINAGE STRUCTURE TYPE T FOR #16 WELDED FRAME LF 5 5 $ 1,300.00 $ - $ 6,500.00 $ 6,500.00 $ 958.00 $ - $ 4,790.00 $ 4,790.00 $ 1,100.00 $ - $ 5,500.00 $ 5,500.00
604.4048 ROUND PRECAST CONCRETE MANHOLE TYPE 48 LF 27 27 $ 900.00 $ - $ 24,300.00 $ 24,300.00 $ 960.00 $ - $ 25,920.00 $ 25,920.00 $ 1,000.00 $ - $ 27,000.00 $ 27,000.00
604.4060 ROUND PRECAST CONCRETE MANHOLE TYPE 60 LF 60 60 $ 1,200.00 $ - $ 72,000.00 $ 72,000.00 $ 1,031.00 $ - $ 61,860.00 $ 61,860.00 $ 1,400.00 $ - $ 84,000.00 $ 84,000.00
604.4072 ROUND PRECAST CONCRETE MANHOLE TYPE 72 LF 26 26 $ 1,800.00 $ F - $ 46,800.00 $ 46,800.00 $ 1,493.00 $ - $ 38,818.00 $ 38,818.00 $ 1,500.00 $ - $ 39,000.00 $ 39,000.00
604.4084 ROUND PRECAST CONCRETE MANHOLE TYPE 84 LF 16 16 $ 2,100.00 $ - $ 33,600.00 $ 33,600.00 $ 2,037.00 $ - $ 32,592.00 $ 32,592.00 $ 2,200.00 $ - $ 35,200.00 $ 35,200.00
604.4096 ROUND PRECAST CONCRETE MANHOLE TYPE 96 LF 5 5 $ 3,000.00 $ - $ 15,000.00 $ 15,000.00 $ 4,885.00 $ - $ 24,425.00 $ 24,425.00 $ 3,300.00 $ - $ 16,500.00 $ 16,500.00
604.500101 SPECIAL DRAINAGE STRUCTURE LF 9 9 $ 4,000.00 $ - $ 36,000.00 $ 36,000.00 $ 2,756.00 $ - $ 24,804.00 $ 24,804.00 $ 1,900.00 $ - $ 17,100.00 $ 17,100.00
605.0901 UNDERDRAIN FILTER TYPE 1 CY 360 360 $ 100.00 $ - $ 36,000.00 $ 36,000.00 $ 138.00 $ - $ 49,680.00 $ 49,680.00 $ 190.00 $ - $ 68,400.00 $ 68,400.00
605.1701 OPTIONAL UNDERDRAIN PIPE, 4 INCH DIAMETER LF 6560 6560 $ 10.00 $ - $ 65,600.00 $ 65,600.00 $ 19.00 $ - $ 124,640.00 $ 124,640.00 $ 2.50 $ - $ 16,400.00 $ 16,400.00
606.10 BOX BEAM GUIDE RAILING LF 72 72 $ 60.00 $ - $ 4,320.00 $ 4,320.00 $ 60.00 $ - $ 4,320.00 $ 4,320.00 $ 50.00 $ - $ 3,600.00 $ 3,600.00
606.100002 BOX BEAM GUIDE RAILING (SHOP BENT OR SHOP MITERED) LF 378 378 $ 60.00 $ - $ 22,680.00 $ 22,680.00 $ 69.00 $ - $ 26,082.00 $ 26,082.00 $ 55.00 $ - $ 20,790.00 $ 20,790.00
606.120101 BOX BEAM END PIECE EACH 1 1 $A 700.00 $ - $ 700.00 $ 7 00.00 $ 814.00 $ - $ 814.00 $ 814.00 $ 700.00 $ - $ 700.00 $ 700.00
606.120201 BOX BEAM GUIDE RAILING END ASSEMBLY, TYPE IIA EACH 2 2 $ 3,500.00 $ - $ 7,000.00 $ 7,000.00 $ 2,556.00 $ - $ 5,112.00 $ 5,112.00 $ 2,200.00 $ - $ 4,400.00 $ 4,400.00
606.1203 BOX BEAM END ASSEMBLY, TYPE III EACH 2 2 $ 8,000.00 $ - $ 16,000.00 $ 16,000.00 $ 8,224.00 $ - $ 16,448.00 $ 16,448.00 $ 8,500.00 $ - $ 17,000.00 $ 17,000.00
606.73 REMOVING AND DISPOSING BOX BEAM GUIDE RAILING LF 608 608 $ 5.00 $ - $ 3,040.00 $ 3,040.00 $ 12.00 $ - $ 7,296.00 $ 7,296.00 $ 5.00 $ - $ 3,040.00 $ 3,040.00
606.7920 REMOVING AND DISPOSING BOX BEAM GUIDE RAILING TURNED DOWN TERMINAL EACH 2 2 $ 1,500.00 $ - $ 3,000.00 $ 3,000.00 $ 735.00 $ - $ 1,470.00 $ 1,470.00 $ 210.00 $ - $ 420.00 $ 420.00
607.45240011 ORNAMENTAL STEEL MESH FENCE 8 FT HIGH LF 521 521 $ 155.00 $ - $ 80,755.00 $ 80,755.00 $ 144.00 $ - $ 75,024.00 $ 75,024.00 $ 320.00 $ - $ 166,720.00 $ 166,720.00
607.47000011 PRIVACY SLATS SF 4168 4168 $ 7.00 $ - $ 29,176.00 $ 29,176.00 $ 9.00 $ - $ 37,512.00 $ 37,512.00 $ 10.00 $ - $ 41,680.00 $ 41,680.00
608.0101 CONCRETE SIDEWALKS AND DRIVEWAYS CY 900 900 $ 1,000.00 $ - $ 900,000.00 $ 900,000.00 $ 1,120.00 $ - $ 1,008,000.00 $ 1,008,000.00 $ 1,000.00 $ - $ 900,000.00 $ 900,000.00
608.020102 ASPHALT SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS,AND VEGETATION CONTROL STRIPS TON R316 316 $ 200.00 $ - $ 63,200.00 $ 63,200.00 $ 299.00 $ - $ 94,484.00 $ 94,484.00 $ 350.00 $ - $ 110,600.00 $ 110,600.00
608.21000003 CAST IRON EMBEDDED DETECTABLE WARNING UNITS SY 91 91 $ 400.00 $ - $ 36,400.00 $ 36,400.00 $ 487.00 $ - $ 44,317.00 $ 44,317.00 $ 420.00 $ - $ 38,220.00 $ 38,220.00
609.0212 STONE CURB NEAR VERTICAL FACE (NVF) LF 7950 7950 $ 100.00 $ - $ 795,000.00 $ 795,000.00 $ 93.00 $ - $ 739,350.00 $ 739,350.00 $ 70.00 $ - $ 556,500.00 $ 556,500.00
609.0302 STONE CURB - BRIDGE (TYPE F1) LF 520 0 520 $ 75.00 $ 3 9,000.00 $ - $ 39,000.00 $ 45.00 $ 23,400.00 $ - $ 23,400.00 $ 40.00 $ 20,800.00 $ - $ 20,800.00
609.04 CAST-IN-PLACE CONCRETE CURB (AS DETAILED) LF 385 385 $ 150.00 $ - $ 57,750.00 $ 57,750.00 $ 108.00 $ - $ 41,580.00 $ 41,580.00 $ 75.00 $ - $ 28,875.00 $ 28,875.00
609.15100002 STEEL LANDSCAPE EDGING LF 780 780 $ 20.00 $ - $ 15,600.00 $ 15,600.00 $ 14.00 $ - $ 10,920.00 $ 10,920.00 $ 14.00 $ - $ 10,920.00 $ 10,920.00
609.40000015 REINFORCED PRECAST CONCRETE PARKING BLOCKS EACH 9 9 $ 400.00 $ - $ 3,600.00 $ 3,600.00 $ 443.00 $ - $ 3,987.00 $ 3,987.00 $ 500.00 $ - $ 4,500.00 $ 4,500.00
610.1101 MULCH FOR PLANTING TYPE A, B & D - WOOD CHIPS AND SHREDDEDBARK CY 5 5 $ 100.00 $ - $ 500.00 $ 5 00.00 $ 120.00 $ - $ 600.00 $ 600.00 $ 110.00 $ - $ 550.00 $ 550.00
610.14000011 STRUCTURAL SOIL MIX CY 550 550 $ 200.00 $ - $ 110,000.00 $ 110,000.00 $ 156.00 $ - $ 85,800.00 $ 85,800.00 $ 140.00 $ - $ 77,000.00 $ 77,000.00
610.1605 TURF ESTABLISHMENT PERFORMANCE DSY 2590 2590 $ 20.00 $ - $ 51,800.00 $ 51,800.00 $ 34.00 $ - $ 88,060.00 $ 88,060.00 $ 25.00 $ - $ 64,750.00 $ 64,750.00
610.19 WATERING VEGETATION MGAL 1 1 $ 15.00 $ - $ 1 5.00 $ 1 5.00 $ 2,400.00 $ - $ 2,400.00 $ 2,400.00 $ 2,000.00 $ - $ 2,000.00 $ 2,000.00
611.0111 PLANTING - MAJOR DECIDUOUS TREES - SIZE AS SPECIFIED BALL& BURLAP, FIELD POTTED OR FIELD BOXED EACH 16 16 $ 900.00 $ - $ 14,400.00 $ 14,400.00 $ 710.00 $ - $ 11,360.00 $ 11,360.00 $ 625.00 $ - $ 10,000.00 $ 10,000.00
611.0211 PLANTING - MINOR DECIDUOUS TREES - SIZE AS SPECIFIED BALL& BURLAP, FIELD POTTED OR FIELD BOXED EACH 46 46 $ 900.00 $ - $ 41,400.00 $ 41,400.00 $ 601.00 $ - $ 27,646.00 $ 27,646.00 $ 525.00 $ - $ 24,150.00 $ 24,150.00
611.17 PORTABLE DRIP IRRIGATION SYSTEM EACH 62 62 $ 75.00 $ - $ 4,650.00 $ 4,650.00 $ 48.00 $ - $ 2,976.00 $ 2,976.00 $ 42.00 $ - $ 2,604.00 $ 2,604.00
611.18 REMOVAL OF PORTABLE DRIP IRRIGATION SYSTEM EACH 62 62 $ 25.00 $ - $ 1,550.00 $ 1,550.00 $ 24.00 $ - $ 1,488.00 $ 1,488.00 $ 20.00 $ - $ 1,240.00 $ 1,240.00
614.060104 TREE REMOVAL OVER 4 INCHES TO 6 INCHES DIAMETER BREAST HEIGHT - STUMPS GRUBBED EACH 9 9 $ 1,000.00 $ - $ 9,000.00 $ 9,000.00 $ 975.00 $ - $ 8,775.00 $ 8,775.00 $ 400.00 $ - $ 3,600.00 $ 3,600.00
614.060304 TREE REMOVAL OVER 12 INCHES TO 18 INCHES DIAMETER BREASTHEIGHT - STUMPS GRUBBED EACH 1 1 $ 2,500.00 $ - $ 2,500.00 $ 2,500.00 $ 1,951.00 $ - $ 1,951.00 $ 1,951.00 $ 5,000.00 $ - $ 5,000.00 $ 5,000.00
615.03070108 INSTALLATION LANDSCAPE APPURTENANCE PROVIDED BY OTHERS,TYPE 01 EACH 2 2 $ 1,500.00 $ - $ 3,000.00 $ 3,000.00 $ 2,183.00 $ - $ 4,366.00 $ 4,366.00 $ 2,500.00 $ - $ 5,000.00 $ 5,000.00
615.80010005 RAILING, TYPE 01 LF 77 77 $ 160.00 $ - $ 12,320.00 $ 12,320.00 $ 273.00 $ - $ 21,021.00 $ 21,021.00 $ 310.00 $ - $ 23,870.00 $ 23,870.00
615.80020005 RAILING, TYPE 02 LF 46 46 $ 150.00 $ - $ 6,900.00 $ 6,900.00 $ 332.00 $ - $ 15,272.00 $ 15,272.00 $ 400.00 $ - $ 18,400.00 $ 18,400.00
618.78201115 SECURITY BOLLARD REMOVABLE, CAST IN PLACE, DEEP EACH 10 10 $ 2,500.00 $ - $ 25,000.00 $ 25,000.00 $ 1,375.00 $ - $ 13,750.00 $ 13,750.00 $ 800.00 $ - $ 8,000.00 $ 8,000.00
619.01 BASIC WORK ZONE TRAFFIC CONTROL LS 0.4 0.6 1 $ 805,000.00 $ 322,000.00 $ 483,000.00 $ 805,000.00 $ 778,514.04 $ 311,405.62 $ 467,108.42 $ 778,514.04 $ 800,387.48 $ 320,154.99 $ 480,232.49 $ 800,387.48
619.04 TYPE III CONSTRUCTION BARRICADE EACH 14 259 273 $ 110.00 $ 1,540.00 $ 28,490.00 $ 30,030.00 $ 140.00 $ 1,960.00 $ 36,260.00 $ 38,220.00 $ 200.00 $ 2,800.00 $ 51,800.00 $ 54,600.00
619.080102 REMOVE PAVEMENT MARKING STRIPES, EPOXY PAINT LF 355 355 $ 4.00 $ - $ 1,420.00 $ 1,420.00 $ 7.00 $ - $ 2,485.00 $ 2,485.00 $ 6.00 $ - $ 2,130.00 $ 2,130.00
619.100103 INTERIM PAVEMENT MARKINGS, STRIPES (REMOVABLE TAPE) LF 8600 0 8600 $ 4.50 $ 3 8,700.00 $ - $ 38,700.00 $ 6.00 $ 51,600.00 $ - $ 51,600.00 $ 10.00 $ 86,000.00 $ - $ 86,000.00
619.110512 (PVMS) STANDARD SIZE - FULL MATRIX (LED) NO OPTIONALEQUIPMENT SPECIFIED, CELLULAR COMMUNICATIONS EACH 5 5 $ 8,000.00 $ - $ 40,000.00 $ 40,000.00 $ 7,564.00 $ - $ 37,820.00 $ 37,820.00 $ 22,000.00 $ - $ 110,000.00 $ 110,000.00
619.1711 TEMPORARY POSITIVE BARRIER - CATEGORY 1 (PINNING PROHIBITED) LF 880 0 880 $ 30.00 $ 2 6,400.00 $ - $ 26,400.00 $ 12.00 $ 10,560.00 $ - $ 10,560.00 $ 55.00 $ 48,400.00 $ - $ 48,400.00
619.1715 TEMPORARY POSITIVE BARRIER - CATEGORY 5 (PINNING PROHIBITED) LF 2580 0 2580 $ 30.00 $ 7 7,400.00 $ - $ 77,400.00 $ 30.00 $ 77,400.00 $ - $ 77,400.00 $ 55.00 $ 141,900.00 $ - $ 141,900.00
619.1719 WARNING LIGHTS ON TEMPORARY POSITIVE BARRIERS EACH 81 0 81 $ 70.00 $ 5,670.00 $ - $ 5,670.00 $ 29.00 $ 2,349.00 $ - $ 2,349.00 $ 75.00 $ 6,075.00 $ - $ 6,075.00
619.20 INTERIM TUBULAR MARKERS EACH 85 0 85 $ 30.00 $ 2,550.00 $ - $ 2,550.00 $ 45.00 $ 3,825.00 $ - $ 3,825.00 $ 50.00 $ 4,250.00 $ - $ 4,250.00
619.24 NIGHTTIME OPERATIONS (ENTIRE PROJECT) LS 1 1 $ 1 0,000.00 $ - $ 10,000.00 $ 10,000.00 $ 1,000.00 $ - $ 1,000.00 $ 1,000.00 $ 95,000.00 $ - $ 95,000.00 $ 95,000.00
621.03 CLEANING CLOSED DRAINAGE SYSTEMS LF 930 930 $ 8.00 $ - $ 7,440.00 $ 7,440.00 $ 9.00 $ - $ 8,370.00 $ 8,370.00 $ 15.00 $ - $ 13,950.00 $ 13,950.00
621.04 CLEANING DRAINAGE STRUCTURES EACH 6 6 $ 500.00 $ - $ 3,000.00 $ 3,000.00 $ 737.00 $ - $ 4,422.00 $ 4,422.00 $ 105.00 $ - $ 630.00 $ 630.00
623.12 CRUSHED STONE (IN-PLACE MEASURE) CY 10 10 $ 150.00 $ - $ 1,500.00 $ 1,500.00 $ 386.00 $ - $ 3,860.00 $ 3,860.00 $ 300.00 $ - $ 3,000.00 $ 3,000.00
624.01 CONVENTIONALLY FORMED OR MACHINE FORMED CONCRETE GUTTERS SF 200 200 $ 50.00 $ - $ 10,000.00 $ 10,000.00 $ 58.00 $ - $ 11,600.00 $ 11,600.00 $ 40.00 $ - $ 8,000.00 $ 8,000.00
625.01 SURVEY OPERATIONS LS 1 1 $ 8 5,000.00 $ - $ 85,000.00 $ 85,000.00 $ 67,658.00 $ - $ 67,658.00 $ 67,658.00 $ 120,000.00 $ - $ 120,000.00 $ 120,000.00
627.50140008 CUTTING PAVEMENT LF 1660 1660 $ 5.00 $ - $ 8,300.00 $ 8,300.00 $ 4.00 $ - $ 6,640.00 $ 6,640.00 $ 9.00 $ - $ 14,940.00 $ 14,940.00
637.04 CONCRETE CYLINDER CURING EQUIPMENT EACH 1 0 1 $ 2,000.00 $ 2,000.00 $ - $ 2,000.00 $ 3,008.00 $ 3,008.00 $ - $ 3,008.00 $ 1,200.00 $ 1,200.00 $ - $ 1,200.00
637.11 ENGINEER'S FIELD OFFICE - TYPE 1 MNTH 16 16 $ 3,000.00 $ - $ 48,000.00 $ 48,000.00 $ 3,962.00 $ - $ 63,392.00 $ 63,392.00 $ 4,000.00 $ - $ 64,000.00 $ 64,000.00
637.26 RAIN GAUGE EACH 1 1 $ 500.00 $ - $ 500.00 $ 5 00.00 $ 90.00 $ - $ 90.00 $ 90.00 $ 200.00 $ - $ 200.00 $ 200.00
645.5101 GROUND-MOUNTED SIGN PANELS WITHOUT Z-BARS SF 92 92 $ 75.00 $ - $ 6,900.00 $ 6,900.00 $ 48.00 $ - $ 4,416.00 $ 4,416.00 $ 47.00 $ - $ 4,324.00 $ 4,324.00
645.5102 GROUND-MOUNTED SIGN PANELS LESS THAN OR EQUAL TO 32 SF, WITH Z-BARS SF 245 245 $ 55.00 $ - $ 13,475.00 $ 13,475.00 $ 50.00 $ - $ 12,250.00 $ 12,250.00 $ 40.00 $ - $ 9,800.00 $ 9,800.00
645.730001SC ORNAMENTAL SIGN, WAYFINDING EACH 7 7 $ 3,000.00 $ - $ 21,000.00 $ 21,000.00 $ 9,626.00 $ - $ 67,382.00 $ 67,382.00 $ 14,000.00 $ - $ 98,000.00 $ 98,000.00
645.730002SC ORNAMENTAL SIGN, TYPE 1 EACH 2 2 $ 3 0,000.00 $ - $ 60,000.00 $ 60,000.00 $ 24,065.00 $ - $ 48,130.00 $ 48,130.00 $ 6,000.00 $ - $ 12,000.00 $ 12,000.00
645.730003SC ORNAMENTAL SIGN, TYPE 2 EACH 2 2 $ 4 0,000.00 $ - $ 80,000.00 $ 80,000.00 $ 24,065.00 $ - $ 48,130.00 $ 48,130.00 $ 6,000.00 $ - $ 12,000.00 $ 12,000.00
645.81 TYPE A SIGN POSTS EACH 56 56 $ 220.00 $ - $ 12,320.00 $ 12,320.00 $ 258.00 $ - $ 14,448.00 $ 14,448.00 $ 250.00 $ - $ 14,000.00 $ 14,000.00
645.81090003 RETROREFLECTIVE SIGN POST STRIP EACH 20 20 $ 100.00 $ - $ 2,000.00 $ 2,000.00 $ 78.00 $ - $ 1,560.00 $ 1,560.00 $ 70.00 $ - $ 1,400.00 $ 1,400.00
645.85 POLE MOUNTED SIGN SUPPORT SYSTEM (BAND MOUNTED) EACH 20 20 $ 250.00 $ - $ 5,000.00 $ 5,000.00 $ 300.00 $ - $ 6,000.00 $ 6,000.00 $ 70.00 $ - $ 1,400.00 $ 1,400.00
647.31 RELOCATE SIGN PANEL, SIGN PANEL ASSEMBLY SIZE I (UNDER 30SQUARE FEET) EACH 6 6 $ 130.00 $ - $ 780.00 $ 7 80.00 $ 198.00 $ - $ 1,188.00 $ 1,188.00 $ 155.00 $ - $ 930.00 $ 930.00
647.51 REMOVE AND DISPOSE SIGN PANEL, SIGN PANEL ASSEMBLY SIZE I(UNDER 30 SQUARE FEET) EACH 3 3 $ 50.00 $ - $ 150.00 $ 1 50.00 $ 24.00 $ - $ 72.00 $ 72.00 $ 42.00 $ - $ 126.00 $ 126.00
647.61 REMOVE AND DISPOSE SIGNS, GROUND MOUNTED TYPE A SIGN SUPPORTS AND FOUNDATIONS - SIZE I (UNDER 30 SQUARE FEEEATC)H 28 28 $ 50.00 $ - $ 1,400.00 $ 1,400.00 $ 24.00 $ - $ 672.00 $ 672.00 $ 64.00 $ - $ 1,792.00 $ 1,792.00
49
Printed on 2/5/2026 2 of 9 176169_Craig Street_Bid Verification.xlsx

[PAGE 50]
Bid Verification Sheet
MJ Engineering, Architcture, Landscape Architecture and Land Surveying, P.C.
PIN 1761.69 Craig Street Pavement and Bridge Rehabilitation
2/5/2026
Engineer's Estimate Carver Construction, Inc. J.H. Maloy
(broken out by shares)
Item Description Unit Bridge Qty Hwy Qty Total Unit Price Bridge Total Hwy Total Total Price Unit Price Bridge Total Hwy Total Total Price Unit Price Bridge Total Hwy Total Total Price
651.99083625 MISCELLANEOUS FIBER WORK LS 1 1 $ 5 0,000.00 $ - $ 50,000.00 $ 50,000.00 $ 12,032.00 $ - $ 12,032.00 $ 12,032.00 $ 11,000.00 $ - $ 11,000.00 $ 11,000.00
655.0705 CAST FRAME F2, UNMOUNTABLE CURB BOX CU2 & RETICULINEGRATE G2 EACH 55 55 $ 2,100.00 $ - $ 115,500.00 $ 115,500.00 $ 2,223.00 $ - $ 122,265.00 $ 122,265.00 $ 2,600.00 $ - $ 143,000.00 $ 143,000.00
655.0706 CAST FRAME F3, UNMOUNTABLE CURB BOX CU3 & RETICULINEGRATE G3 EACH 6 6 $ 2,500.00 $ - $ 15,000.00 $ 15,000.00 $ 2,486.00 $ - $ 14,916.00 $ 14,916.00 $ 3,200.00 $ - $ 19,200.00 $ 19,200.00
655.1111 WELDED FRAME AND RETICULINE GRATE 11 EACH 2 2 $ 1,800.00 $ - $ 3,600.00 $ 3,600.00 $ 1,351.00 $ - $ 2,702.00 $ 2,702.00 $ 2,500.00 $ - $ 5,000.00 $ 5,000.00
655.1116 WELDED FRAME AND RETICULINE GRATE 16 EACH 1 1 $ 2,000.00 $ - $ 2,000.00 $ 2,000.00 $ 1,581.00 $ - $ 1,581.00 $ 1,581.00 $ 2,800.00 $ - $ 2,800.00 $ 2,800.00
655.1202 MANHOLE FRAME AND COVER EACH 26 26 $ 1,500.00 $ - $ 39,000.00 $ 39,000.00 $ 1,117.00 $ - $ 29,042.00 $ 29,042.00 $ 1,500.00 $ - $ 39,000.00 $ 39,000.00
660.65000101 ALTERING UTILITY MANHOLES AND VAULTS EACH 9 9 $ 5,000.00 $ - $ 45,000.00 $ 45,000.00 $ 4,808.00 $ - $ 43,272.00 $ 43,272.00 $ 2,000.00 $ - $ 18,000.00 $ 18,000.00
660.65000201 ALTERING UTILITY MANHOLES AND VAULTS EACH 12 12 $ 5,000.00 $ - $ 60,000.00 $ 60,000.00 $ 6,632.00 $ - $ 79,584.00 $ 79,584.00 $ 2,000.00 $ - $ 24,000.00 $ 24,000.00
660.65000301 ALTERING UTILITY MANHOLES AND VAULTS EACH 4 4 $ 1,000.00 $ - $ 4,000.00 $ 4,000.00 $ 6,632.00 $ - $ 26,528.00 $ 26,528.00 $ 1,000.00 $ - $ 4,000.00 $ 4,000.00
662.60000108 FURNISHING ELECTRICAL SERVICE DC 6000 6000 $ 1.00 $ - $ 6,000.00 $ 6,000.00 $ 1.00 $ - $ 6,000.00 $ 6,000.00 $ 1.00 $ - $ 6,000.00 $ 6,000.00
662.60030008 ALTERING ELEVATION OF GAS VALVE BOXES EACH 14 14 $ 400.00 $ - $ 5,600.00 $ 5,600.00 $ 586.00 $ - $ 8,204.00 $ 8,204.00 $ 300.00 $ - $ 4,200.00 $ 4,200.00
662.60510008 ADJUST MANHOLE TO GRADE (TELEPHONE) EACH 2 2 $ 1,500.00 $ - $ 3,000.00 $ 3,000.00 $ 2,640.00 $ - $ 5,280.00 $ 5,280.00 $ 1,500.00 $ - $ 3,000.00 $ 3,000.00
663.240603 INSULATION FOR BURIED WATER PIPE ( 6" WITH 3 IN THICK INSULATION) LF 817 817 $ 100.00 $ - $ 81,70T0.00 $ 81,700.00 $ 13.00 $ - $ 10,621.00 $ 10,621.00 $ 27.00 $ - $ 22,059.00 $ 22,059.00
663.243003 INSULATION FOR BURIED WATER PIPE (30" WITH 3 IN THICK INSULATION) LF 64 64 $ 150.00 $ - $ 9,600.00 $ 9,600.00 $ 21.00 $ - $ 1,344.00 $ 1,344.00 $ 120.00 $ - $ 7,680.00 $ 7,680.00
663.33 ADJUST EXISTING VALVE BOX ELEVATION EACH 48 48 $ 400.00 $ - $ 19,200.00 $ 19,200.00 $ 321.00 $ - $ 15,408.00 $ 15,408.00 $ 300.00 $ - $ 14,400.00 $ 14,400.00
663.34 ADJUST EXISTING HYDRANT ELEVATION EACH 9 9 $ 500.00 $ - $ 4,500.00 $ 4,500.00 $ 3,206.00 $ - $ 28,854.00 $ 28,854.00 $ 7,000.00 $ - $ 63,000.00 $ 63,000.00
670.0106 FOUNDATION FOR LIGHT STANDARDS, 6 FEET LONG EACH 16 16 $ 1,500.00 $ - $ 24,000.00 $ 24,000.00 $ 2,364.00 $ - $ 37,824.00 $ 37,824.00 $ 2,300.00 $ - $ 36,800.00 $ 36,800.00
670.02780039 LED ROADWAY LUMINAIRE EACH 30 30 $ 1,000.00 $ - $ 30,000.00 $ 30,000.00 $ 1,143.00 $ - $ 34,290.00 $ 34,290.00 $ 1,000.00 $ - $ 30,000.00 $ 30,000.00
670.1125 ALUMINUM LIGHT STANDARDS FOR SINGLE MEMBER OR TRUSS ARM(S),25 FEET HIGH EACH 16 16 $ 4,000.00 $ - $ 64,000.00 $ 64,000.00 $ 2,929.00 $ - $ 46,864.00 $ 46,864.00 $ 2,600.00 $ - $ 41,600.00 $ 41,600.00
670.1130 ALUMINUM LIGHT STANDARDS FOR SINGLE MEMBER OR TRUSS ARM(S),30 FEET HIGH EACH 4 4 $ 4,000.00 $ - $ 16,000.00 $ 16,000.00 $ 3,062.00 $ - $ 12,248.00 $ 12,248.00 $ 2,700.00 $ - $ 10,800.00 $ 10,800.00
F
670.1306 ALUMINUM TRUSSED ARM, 06 FEET LONG EACH 16 16 $ 700.00 $ - $ 11,200.00 $ 11,200.00 $ 1,149.00 $ - $ 18,384.00 $ 18,384.00 $ 1,100.00 $ - $ 17,600.00 $ 17,600.00
670.1312 ALUMINUM TRUSSED ARM, 12 FEET LONG EACH 4 4 $ 1,000.00 $ - $ 4,000.00 $ 4,000.00 $ 1,486.00 $ - $ 5,944.00 $ 5,944.00 $ 1,300.00 $ - $ 5,200.00 $ 5,200.00
670.19 BREAKAWAY TRANSFORMER BASE (ALUMINUM) EACH 20 20 $ 1,300.00 $ - $ 26,000.00 $ 26,000.00 $ 1,094.00 $ - $ 21,880.00 $ 21,880.00 $ 1,000.00 $ - $ 20,000.00 $ 20,000.00
670.2003 GALVANIZED STEEL CONDUIT, 2" LF 1140 1140 $ 20.00 $ - $ 22,800.00 $ 22,800.00 $ 24.00 $ - $ 27,360.00 $ 27,360.00 $ 22.00 $ - $ 25,080.00 $ 25,080.00
670.2601 RIGID PLASTIC CONDUIT, 1" LF 2340 2340 $ 8.00 $ - $ 18,720.00 $ 18,720.00 $ 10.00 $ - $ 23,400.00 $ 23,400.00 $ 9.00 $ - $ 21,060.00 $ 21,060.00
670.2602 RIGID PLASTIC CONDUIT, 2" LF 760 760 $ 10.00 $ - $ 7,600.00 $ 7,600.00 $ 15.00 $ - $ 11,400.00 $ 11,400.00 $ 14.00 $ - $ 10,640.00 $ 10,640.00
670.3020 PULLBOXES 10.1 CUBIC FEET TO 15 CUBIC FEET,INSIDE VOLUME (LIGHTING) EACH 4 4 $ 2,000.00 $ - $ 8,000.00 $ 8,000.00 $ 1,774.00 $ - $ 7,096.00 $ 7,096.00 $ 1,600.00 $ - $ 6,400.00 $ 6,400.00
670.40 CAST IRON JUNCTION BOXES EACH 4 4 $A 3,170.00 $ - $ 12,680.00 $ 12,680.00 $ 2,406.00 $ - $ 9,624.00 $ 9,624.00 $ 2,200.00 $ - $ 8,800.00 $ 8,800.00
670.60 PHOTOELECTRIC CONTROLS EACH 30 30 $ 90.00 $ - $ 2,700.00 $ 2,700.00 $ 54.00 $ - $ 1,620.00 $ 1,620.00 $ 48.00 $ - $ 1,440.00 $ 1,440.00
670.65000010 240/120 VOLT LIGHTING PANEL EACH 4 4 $ 1 0,000.00 $ - $ 40,000.00 $ 40,000.00 $ 300.00 $ - $ 1,200.00 $ 1,200.00 $ 270.00 $ - $ 1,080.00 $ 1,080.00
670.7002 SINGLE CONDUCTOR CABLE, NUMBER 2 GAGE LF 1350 1350 $ 8.00 $ - $ 10,800.00 $ 10,800.00 $ 9.00 $ - $ 12,150.00 $ 12,150.00 $ 8.00 $ - $ 10,800.00 $ 10,800.00
670.7004 SINGLE CONDUCTOR CABLE, NUMBER 6 GAGE LF 3090 3090 $ 7.00 $ - $ 21,630.00 $ 21,630.00 $ 4.00 $ - $ 12,360.00 $ 12,360.00 $ 4.00 $ - $ 12,360.00 $ 12,360.00
670.7005 SINGLE CONDUCTOR CABLE, NUMBER 8 GAGE LF 1420 1420 $ 6.00 $ - $ 8,520.00 $ 8,520.00 $ 4.00 $ - $ 5,680.00 $ 5,680.00 $ 4.00 $ - $ 5,680.00 $ 5,680.00
670.7006 SINGLE CONDUCTOR CABLE, NUMBER 10 GAGE LF 2280 2280 $ 5.00 $ - $ 11,400.00 $ 11,400.00 $ 2.00 $ - $ 4,560.00 $ 4,560.00 $ 2.50 $ - $ 5,700.00 $ 5,700.00
670.7007 SINGLE CONDUCTOR CABLE, NUMBER 12 GAGE LF 3660 3660 $ 4.00 $ - $ 14,640.00 $ 14,640.00 $ 2.00 $ - $ 7,320.00 $ 7,320.00 $ 2.00 $ - $ 7,320.00 $ 7,320.00
670.7501 GROUND WIRE NO. 6 AWG LF 926 926 $ 7.00 $ - $ 6,482.00 $ 6,482.00 $ 4.00 $ - $ 3,704.00 $ 3,704.00 $ 4.00 $ - $ 3,704.00 $ 3,704.00
670.99 PERFORMANCE CONCRETE QUALITY ADJUSTMENT QU R1 1 $ 10.74 $ - $ 1 0.74 $ 1 0.74 $ 10.74 $ - $ 10.74 $ 10.74 $ 10.74 $ - $ 10.74 $ 10.74
680.05010007 360 DEGREE CAMERA VIDEO DETECTION SYSTEM EACH 3 3 $ 2 6,000.00 $ - $ 78,000.00 $ 78,000.00 $ 26,953.00 $ - $ 80,859.00 $ 80,859.00 $ 25,000.00 $ - $ 75,000.00 $ 75,000.00
680.5001 POLE EXCAVATION AND CONCRETE FOUNDATION CY 18 18 $ 2,000.00 $ - $ 36,000.00 $ 36,000.00 $ 2,346.00 $ - $ 42,228.00 $ 42,228.00 $ 2,100.00 $ - $ 37,800.00 $ 37,800.00
680.51000010 ALTER ELEVATION OF PULL BOXES EACH 3 3 $ 750.00 $ - $ 2,250.00 $ 2,250.00 $ 541.00 $ - $ 1,623.00 $ 1,623.00 $ 500.00 $ - $ 1,500.00 $ 1,500.00
680.510501 PULLBOX-RECTANGULAR, 26 X 18 INCH, REINFORCEDCONCRETE EACH 13 13 $ 2,000.00 $ - $ 26,000.00 $ 26,000.00 $ 1,636.00 $ - $ 21,268.00 $ 21,268.00 $ 1,500.00 $ - $ 19,500.00 $ 19,500.00
680.51515011 COMMUNICATIONS PULL BOX EACH 2 2 $ 2,000.00 $ - $ 4,000.00 $ 4,000.00 $ 1,672.00 $ - $ 3,344.00 $ 3,344.00 $ 1,500.00 $ - $ 3,000.00 $ 3,000.00
680.520103 CONDUIT, METAL STEEL, ZINC COATED, 1" LF 40 40 $ 30.00 $ - $ 1,200.00 $ 1,200.00 $ 30.00 $ - $ 1,200.00 $ 1,200.00 $ 27.00 $ - $ 1,080.00 $ 1,080.00
680.520506 TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 2" LF 205 205 $ 25.00 $ - $ 5,125.00 $ 5,125.00 $ 27.00 $ - $ 5,535.00 $ 5,535.00 $ 25.00 $ - $ 5,125.00 $ 5,125.00
680.520508 TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 3" LF 410 410 $ 30.00 $ - $ 12,300.00 $ 12,300.00 $ 29.00 $ - $ 11,890.00 $ 11,890.00 $ 26.00 $ - $ 10,660.00 $ 10,660.00
680.621943 TRAFFIC SIGNAL POLE, MAST ARM, 19 FEET MOUNTING HEIGHT,43 FEET ARM LENGTH EDACH 1 1 $ 3 0,000.00 $ - $ 30,000.00 $ 30,000.00 $ 26,351.00 $ - $ 26,351.00 $ 26,351.00 $ 23,000.00 $ - $ 23,000.00 $ 23,000.00
680.621945 TRAFFIC SIGNAL POLE, MAST ARM, 19 FEET MOUNTING HEIGHT,45 FEET ARM LENGTH EACH 1 1 $ 3 0,000.00 $ - $ 30,000.00 $ 30,000.00 $ 26,351.00 $ - $ 26,351.00 $ 26,351.00 $ 23,000.00 $ - $ 23,000.00 $ 23,000.00
680.6708 TRAFFIC SIGNAL POLE POST TOP MOUNT, 8 FEET MOUNTING HEIGHT EACH 8 8 $ 1,300.00 $ - $ 10,400.00 $ 10,400.00 $ 1,714.00 $ - $ 13,712.00 $ 13,712.00 $ 1,600.00 $ - $ 12,800.00 $ 12,800.00
680.6714 TRAFFIC SIGNAL POLE-POST TOP MOUNT 14 FEET MOUNTING HEIGHT EACH 4 4 $ 1,800.00 $ - $ 7,200.00 $ 7,200.00 $ 1,925.00 $ - $ 7,700.00 $ 7,700.00 $ 1,700.00 $ - $ 6,800.00 $ 6,800.00
680.700606 RISER ASSEMBLY, 2" DIAMETER EACH 4 4 $ 1,100.00 $ - $ 4,400.00 $ 4,400.00 $ 794.00 $ - $ 3,176.00 $ 3,176.00 $ 700.00 $ - $ 2,800.00 $ 2,800.00
680.700609 RISER ASSEMBLY, 3 1/2" DIAMETER EACH 2 2 $ 1,500.00 $ - $ 3,000.00 $ 3,000.00 $ 1,353.00 $ - $ 2,706.00 $ 2,706.00 $ 1,200.00 $ - $ 2,400.00 $ 2,400.00
680.730514 SIGNAL CABLE 5 CONDUCTORS, 14 AWG LF 2105 2105 $ 5.00 $ - $ 10,525.00 $ 10,525.00 $ 4.00 $ - $ 8,420.00 $ 8,420.00 $ 4.00 $ - $ 8,420.00 $ 8,420.00
680.731014 SIGNAL CABLE 10 CONDUCTORS, 14 AWG LF 1599 1599 $ 8.00 $ - $ 12,792.00 $ 12,792.00 $ 6.00 $ - $ 9,594.00 $ 9,594.00 $ 6.00 $ - $ 9,594.00 $ 9,594.00
680.79000001 REMOVE TRAFFIC SIGNAL EQUIPMENT LS 1 1 $ 1 0,000.00 $ - $ 10,000.00 $ 10,000.00 $ 6,377.00 $ - $ 6,377.00 $ 6,377.00 $ 6,000.00 $ - $ 6,000.00 $ 6,000.00
680.80370501 CONTROLLER AND CABINET 4 THROUGH 8 PHASE FULL TRAFFICACTUATED ( NEMA) EACH 2 2 $ 2 5,000.00 $ - $ 50,000.00 $ 50,000.00 $ 29,118.00 $ - $ 58,236.00 $ 58,236.00 $ 27,000.00 $ - $ 54,000.00 $ 54,000.00
680.81000111 FURNISH AND INSTALL LED TRAFFIC SIGNAL MODULE 12 INCH RED BICYCLE EACH 4 4 $ 300.00 $ - $ 1,200.00 $ 1,200.00 $ 235.00 $ - $ 940.00 $ 940.00 $ 200.00 $ - $ 800.00 $ 800.00
680.81000211 FURNISH AND INSTALL LED TRAFFIC SIGNAL MODULE 12 INCH YELLOW BICYCLE EACH 4 4 $ 300.00 $ - $ 1,200.00 $ 1,200.00 $ 235.00 $ - $ 940.00 $ 940.00 $ 200.00 $ - $ 800.00 $ 800.00
680.81000311 FURNISH AND INSTALL LED TRAFFIC SIGNAL MODULE 12 INCH GREEN BICYCLE EACH 4 4 $ 300.00 $ - $ 1,200.00 $ 1,200.00 $ 235.00 $ - $ 940.00 $ 940.00 $ 210.00 $ - $ 840.00 $ 840.00
680.810101 TRAFFIC SIGNAL MODULE - 12 INCH, RED BALL, LED EACH 16 16 $ 150.00 $ - $ 2,400.00 $ 2,400.00 $ 181.00 $ - $ 2,896.00 $ 2,896.00 $ 165.00 $ - $ 2,640.00 $ 2,640.00
680.810103 TRAFFIC SIGNAL MODULE - 12 INCH, YELLOW BALL, LED EACH 16 16 $ 150.00 $ - $ 2,400.00 $ 2,400.00 $ 181.00 $ - $ 2,896.00 $ 2,896.00 $ 165.00 $ - $ 2,640.00 $ 2,640.00
680.810105 TRAFFIC SIGNAL MODULE - 12 INCH, GREEN BALL, LED EACH 16 16 $ 150.00 $ - $ 2,400.00 $ 2,400.00 $ 181.00 $ - $ 2,896.00 $ 2,896.00 $ 165.00 $ - $ 2,640.00 $ 2,640.00
680.810107 TRAFFIC SIGNAL SECTION - TYPE I, 12 INCH EACH 60 60 $ 250.00 $ - $ 15,000.00 $ 15,000.00 $ 210.00 $ - $ 12,600.00 $ 12,600.00 $ 190.00 $ - $ 11,400.00 $ 11,400.00
680.8111 TRAFFIC SIGNAL BRACKET ASSEMBLY - 1 WAY EACH 6 6 $ 750.00 $ - $ 4,500.00 $ 4,500.00 $ 727.00 $ - $ 4,362.00 $ 4,362.00 $ 650.00 $ - $ 3,900.00 $ 3,900.00
680.8112 TRAFFIC SIGNAL BRACKET ASSEMBLY - 2 WAY EACH 5 5 $ 1,000.00 $ - $ 5,000.00 $ 5,000.00 $ 1,064.00 $ - $ 5,320.00 $ 5,320.00 $ 950.00 $ - $ 4,750.00 $ 4,750.00
680.813105 PEDESTRIAN SIGNAL MODULE - 12 INCH BI-MODAL,HAND/MAN SYMBOLS LED EACH 20 20 $ 250.00 $ - $ 5,000.00 $ 5,000.00 $ 300.00 $ - $ 6,000.00 $ 6,000.00 $ 270.00 $ - $ 5,400.00 $ 5,400.00
680.813106 PEDESTRIAN SIGNAL SECTION - POLYCARBONATE, TYPE I, 12 INCH EACH 40 40 $ 2 50.00 $ - $ 10,000.00 $ 10,000.00 $ 316.00 $ - $ 12,640.00 $ 12,640.00 $ 280.00 $ - $ 11,200.00 $ 11,200.00
680.8141 PEDESTRIAN SIGNAL BRACKET MOUNT ASSEMBLY EACH 7 7 $ 3 50.00 $ - $ 2,450.00 $ 2,450.00 $ 659.00 $ - $ 4,613.00 $ 4,613.00 $ 600.00 $ - $ 4,200.00 $ 4,200.00
680.8142 PEDESTRIAN SIGNAL POST TOP MOUNT ASSEMBLY EACH 12 12 $ 2 50.00 $ - $ 3,000.00 $ 3,000.00 $ 328.00 $ - $ 3,936.00 $ 3,936.00 $ 300.00 $ - $ 3,600.00 $ 3,600.00
680.815001 PEDESTRIAN SIGNAL MODULE - 12-INCH COUNTDOWN TIMER, LED EACH 20 20 $ 2 50.00 $ - $ 5,000.00 $ 5,000.00 $ 342.00 $ - $ 6,840.00 $ 6,840.00 $ 300.00 $ - $ 6,000.00 $ 6,000.00
680.8151 ACCESSIBLE PEDESTRIAN SIGNAL (APS) W/O POST EACH 20 20 $ 1 ,250.00 $ - $ 25,000.00 $ 25,000.00 $ 1,636.00 $ - $ 32,720.00 $ 32,720.00 $ 1,500.00 $ - $ 30,000.00 $ 30,000.00
680.8207 OVERHEAD SIGN ASSEMBLY, TYPE G EACH 4 4 $ 7 50.00 $ - $ 3,000.00 $ 3,000.00 $ 1,011.00 $ - $ 4,044.00 $ 4,044.00 $ 900.00 $ - $ 3,600.00 $ 3,600.00
680.8223 BREAKAWAY TRANSFORMER BASE EACH 12 12 $ 7 50.00 $ - $ 9,000.00 $ 9,000.00 $ 1,058.00 $ - $ 12,696.00 $ 12,696.00 $ 950.00 $ - $ 11,400.00 $ 11,400.00
680.82250101 REMOVE PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY EACH 4 4 $ 5 00.00 $ - $ 2,000.00 $ 2,000.00 $ 198.00 $ - $ 792.00 $ 792.00 $ 180.00 $ - $ 720.00 $ 720.00
680.82250201 REMOVE PEDESTRIAN SIGNAL ASSEMBLIES EACH 4 4 $ 1 80.00 $ - $ 720.00 $ 7 20.00 $ 198.00 $ - $ 792.00 $ 792.00 $ 180.00 $ - $ 720.00 $ 720.00
680.82250508 REMOVE AND STORE PEDSTRIAN POLE EACH 2 2 $ 1 ,000.00 $ - $ 2,000.00 $ 2,000.00 $ 342.00 $ - $ 684.00 $ 684.00 $ 300.00 $ - $ 600.00 $ 600.00
680.82250801 REMOVE TRAFFIC SIGNAL PULLBOXES EACH 1 1 $ 1 ,000.00 $ - $ 1,000.00 $ 1,000.00 $ 1,076.00 $ - $ 1,076.00 $ 1,076.00 $ 950.00 $ - $ 950.00 $ 950.00
680.90920008 ELECTRIC METER SOCKET, 200 AMP, SINGLE PHASE, 240/120VOLT W/ BYPASS SWITCH FOR SIGNAL INSTALLATIONS EACH 2 2 $ 5 00.00 $ - $ 1,000.00 $ 1,000.00 $ 992.00 $ - $ 1,984.00 $ 1,984.00 $ 900.00 $ - $ 1,800.00 $ 1,800.00
680.9402 METER PAN EACH 4 4 $ 1 ,000.00 $ - $ 4,000.00 $ 4,000.00 $ 992.00 $ - $ 3,968.00 $ 3,968.00 $ 900.00 $ - $ 3,600.00 $ 3,600.00
680.9499 INSTALL ELECTRICAL DISCONNECT/GENERATOR TRANSFER SWITCH EACH 2 2 $ 5 00.00 $ - $ 1,000.00 $ 1,000.00 $ 1,179.00 $ - $ 2,358.00 $ 2,358.00 $ 1,050.00 $ - $ 2,100.00 $ 2,100.00
680.950106 ELECTRICAL SERVICE CABLE 1 WIRE 6 GAUGE LF 275 275 $ 5 .00 $ - $ 1,375.00 $ 1,375.00 $ 4.00 $ - $ 1,100.00 $ 1,100.00 $ 4.00 $ - $ 1,100.00 $ 1,100.00
680.95110001 FURNISH AND INSTALL ELECTRIC SERVICE METER PEDESTAL EACH 4 4 $ 5 ,000.00 $ - $ 20,000.00 $ 20,000.00 $ 3,730.00 $ - $ 14,920.00 $ 14,920.00 $ 3,300.00 $ - $ 13,200.00 $ 13,200.00
680.99 PERFORMANCE CONCRETE QUALITY ADJUSTMENT QU 1 1 $ 1 0.00 $ - $ 10.00 $ 1 0.00 $ 10.00 $ - $ 10.00 $ 10.00 $ 10.00 $ - $ 10.00 $ 10.00
685.0101 WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 15 MIL LF 1000 1000 $ 0 .25 $ - $ 250.00 $ 2 50.00 $ 4.00 $ - $ 4,000.00 $ 4,000.00 $ 4.00 $ - $ 4,000.00 $ 4,000.00
685.0201 YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES - 15 MIL LF 1000 1000 $ 0 .25 $ - $ 250.00 $ 2 50.00 $ 4.00 $ - $ 4,000.00 $ 4,000.00 $ 4.00 $ - $ 4,000.00 $ 4,000.00
685.1102 WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MIL LF 710 710 $ 2 .00 $ - $ 1,420.00 $ 1,420.00 $ 4.00 $ - $ 2,840.00 $ 2,840.00 $ 4.00 $ - $ 2,840.00 $ 2,840.00
685.1202 YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MIL LF 5025 5025 $ 2 .00 $ - $ 10,050.00 $ 10,050.00 $ 2.00 $ - $ 10,050.00 $ 10,050.00 $ 2.00 $ - $ 10,050.00 $ 10,050.00
685.3104 WHITE EPOXY REFLECTORIZED PAVEMENT SPECIAL STRIPES -20 MIL PORTABLE/HAND APPLICATION LF 10940 10940 $ 3 .00 $ - $ 32,820.00 $ 32,820.00 $ 4.00 $ - $ 43,760.00 $ 43,760.00 $ 4.00 $ - $ 43,760.00 $ 43,760.00
50
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[PAGE 51]
Bid Verification Sheet
MJ Engineering, Architcture, Landscape Architecture and Land Surveying, P.C.
PIN 1761.69 Craig Street Pavement and Bridge Rehabilitation
2/5/2026
Engineer's Estimate Carver Construction, Inc. J.H. Maloy
(broken out by shares)
Item Description Unit Bridge Qty Hwy Qty Total Unit Price Bridge Total Hwy Total Total Price Unit Price Bridge Total Hwy Total Total Price Unit Price Bridge Total Hwy Total Total Price
685.3404 WHITE EPOXY REFLECTORIZED PAVEMENT SYMBOLS -20 MIL PORTABLE/HAND APPLICATION EACH 10 10 $ 5 00.00 $ - $ 5,000.00 $ 5,000.00 $ 300.00 $ - $ 3,000.00 $ 3,000.00 $ 265.00 $ - $ 2,650.00 $ 2,650.00
697.03 FIELD CHANGE PAYMENT DC 155000 435000 590000 $ 1 .00 $ 155,000.00 $ 435,000.00 $ 590,000.00 $ 1.00 $ 155,000.00 $ 435,000.00 $ 590,000.00 $ 1.00 $ 155,000.00 $ 435,000.00 $ 590,000.00
698.04 ASPHALT PRICE ADJUSTMENT DC 12500 12500 $ 1 .00 $ - $ 12,500.00 $ 12,500.00 $ 1.00 $ - $ 12,500.00 $ 12,500.00 $ 1.00 $ - $ 12,500.00 $ 12,500.00
698.05 FUEL PRICE ADJUSTMENT DC 12500 12500 $ 1 .00 $ - $ 12,500.00 $ 12,500.00 $ 1.00 $ - $ 12,500.00 $ 12,500.00 $ 1.00 $ - $ 12,500.00 $ 12,500.00
699.040001 MOBILIZATION LS 0.3 0.7 1 $ 495,400.00 $ 148,620.00 $ 346,780.00 $ 495,400.00 $ 571,000.00 $ 171,300.00 $ 399,700.00 $ 571,000.00 $ 588,660.00 $ 176,598.00 $ 412,062.00 $ 588,660.00
Bridge Highway Total Bridge Highway Total Bridge Highway Total
Sub-Total: $3,157,744.76 $9,721,123.71 $12,878,868.47 $ 4,357,755.83 $ 10,614,418.17 $ 14,972,174.00 $ 3,610,178.00 $ 11,812,822.00 $ 15,423,000.00
Rounded: $3,158,000.00 $9,722,000.00 $12,879,000.00 +/- Estimate $ 1,199,755.83 $ 892,418.17 $ 2,093,174.00 +/- Estimate $ 452,178.00 $ 2,090,822.00 $ 2,544,000.00
I, representing MJ Engineering, Architecture, Landscape Architecture, and Land Surveying, P.C., acting on behalf of the City of
Schenectady, hereby certify that this contract was bid in accordance with the applicable competitive bidding procedures and all Federal and T
State rules and regulations pursuant thereto, and that this tabulation includes all bids received at the public bid opening held at the City of
Schenectady, 105 Jay Street, Schenectady, NY 12305 for a contract in the City of Schenectady for the project identified as PIN 1761.69
Craig Street Pavement and Bridge Rehabilitation.
Signature: February 5, 2026
Brian J. Cooper, P.E. D a t e Vice President
F
A
R
D
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[PAGE 52]
Bid Verification Sheet
MJ Engineering, Architcture, Landscape Architecture and Land Surveying, P.C.
PIN 1761.69 Craig Street Pavement and Bridge Rehabilitation
2/5/2026
Engineer's Estimate Carver Construction, Inc. Specialty High/Low Difference Eng.
Major Item Est. to Low
Items Bid Items
Bidder
Item Description Unit Total Unit Price Total Price Unit Price Total Price
201.06 CLEARING AND GRUBBING LS 1 $ 15,000.00 $ 15,000.00 $ 7,500.00 $ 7,500.00 LOW $ 7,500.00
203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL CY 13,363 $ 35.00 $ 4 67,705.00 $ 49.00 $ 654,787.00 HIGH MAJOR $ (187,082.00)
203.03 EMBANKMENT IN PLACE CY 1,600 $ 45.00 $ 72,000.00 $ 39.00 $ 62,400.00 $ 9,600.00
203.07 SELECT GRANULAR FILL CY 2,160 $ 35.00 $ 75,600.00 $ 48.00 $ 103,680.00 HIGH $ (28,080.00)
203.21 SELECT STRUCTURE FILL CY 287 $ 85.00 $ 24,395.00 $ 123.00 $ 35,301.00 HIGH $ (10,906.00)
203.24010017 SHOULDER BACKUP MATERIAL TON 20 T$ 1 00.00 $ 2,000.00 $ 129.00 $ 2,580.00 HIGH $ ( 580.00)
204.01 CONTROLLED LOW STRENGTH MATERIAL (CLSM) CY 39 $ 5 00.00 $ 19,500.00 $ 711.00 $ 27,729.00 HIGH $ ( 8,229.00)
206.01 STRUCTURE EXCAVATION CY 205 $ 50.00 $ 10,250.00 $ 134.00 $ 27,470.00 HIGH $ (17,220.00)
206.0201 TRENCH AND CULVERT EXCAVATION CY 5,230 $ 40.00 $ 2 09,200.00 $ 81.00 $ 423,630.00 HIGH MAJOR $ (214,430.00)
206.03 CONDUIT EXCAVATION AND BACKFILL INCLUDING SURFACE RESTORATION LF 3,801 $ 30.00 $ 1 14,030.00 $ 26.00 $ 98,826.00 $ 15,204.00
206.05 TEST PIT EXCAVATION EACFH 87 $ 7 50.00 $ 65,250.00 $ 1,048.00 $ 91,176.00 HIGH $ (25,926.00)
207.21 GEOTEXTILE SEPARATION SY 12,370 $ 2.00 $ 24,740.00 $ 1.00 $ 12,370.00 LOW $ 12,370.00
207.26 PREFABRICATED COMPOSITE STRUCTURAL DRAIN SY 73 $ 27.00 $ 1,971.00 $ 30.00 $ 2,190.00 $ ( 219.00)
208.5701 STORMWATER TREATMENT SYSTEM SWTD - MAXIMUM TREATMENT FLOW RATE OVER 7.0 CFS UP TO 10.0 CFS EACH 1 $ 75,000.00 $ 75,000.00 $ 70,425.00 $ 70,425.00 $ 4,575.00
208.5901 STORMWATER TREATMENT SYSTEM SWTD - MAXIMUM TREATMENT FLOW RATE OVER 15.0 CFS UP TO 25.0 CFS EACH 1 $ 85,000.00 $ 85,000.00 $ 103,706.00 $ 103,706.00 $ (18,706.00)
A
209.100101 MULCH - TEMPORARY SY 5,176 $ 2.00 $ 10,352.00 $ 0.01 $ 51.76 LOW $ 10,300.24
209.1003 SEED AND MULCH - TEMPORARY SY 2,588 $ 1.00 $ 2,588.00 $ 0.01 $ 25.88 LOW $ 2,562.12
209.2301 SEDIMENT FILTER LOG-TEMPORARY,12" LF 1,410 $ 10.00 $ 14,100.00 $ 25.00 $ 35,250.00 HIGH $ (21,150.00)
304.12 SUBBASE COURSE, TYPE 2 CY 5,771 $ 75.00 $ 4 32,825.00 $ 89.00 $ 513,619.00 MAJOR $ (80,794.00)
404.0001 PLANT PRODUCTION QUALITY ADJUSTMENT TO ASPHALT ITEMS QU 0 $ - $ - $ - $ - $ -
404.0179 TRUING & LEVELING F9, ASPHALT, 70 SERIES COMPACTION RTON 69 $ 2 25.00 $ 15,525.00 $ 199.00 $ 13,731.00 $ 1,794.00
404.0973 9.5 F3 TOP COURSE ASPHALT, 70 SERIES COMPACTION TON 1,480 $ 1 25.00 $ 1 85,000.00 $ 140.00 $ 207,200.00 $ (22,200.00)
404.1979 19 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION TON 1,855 $ 1 25.00 $ 2 31,875.00 $ 133.00 $ 246,715.00 MAJOR $ (14,840.00)
404.2579 25 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION TON 2,088 $ 1 25.00 $ 2 61,000.00 $ 124.00 $ 258,912.00 MAJOR $ 2,088.00
404.4389 19 F9 TEMPORARY BINDER COURSE ASPHALT, 80 SERIES COMPACTION TON 129 $ 2 25.00 $ 29,025.00 $ 337.00 $ 43,473.00 HIGH $ (14,448.00)
404.4589 37.5 F9 TEMPORARY BASE COURSE ASPHALT, 80 SERIES COMPACTION TON 34 $ 2 25.00 $ 7,650.00 $ 367.00 $ 12,478.00 HIGH $ ( 4,828.00)
D
407.0103 STRAIGHT TACK COAT GAL 1,450 $ 10.00 $ 14,500.00 $ 17.00 $ 24,650.00 HIGH $ (10,150.00)
418.7603 ASPHALT PAVEMENT JOINT ADHESIVE LF 14,680 $ 2.00 $ 29,360.00 $ 1.00 $ 14,680.00 LOW $ 14,680.00
490.30 MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE SY 1,471 $ 10.00 $ 14,710.00 $ 11.00 $ 16,181.00 $ ( 1,471.00)
490.40 MISCELLANEOUS COLD MILLING OF PORTLAND CEMENT CONCRETE SY 1,053 $ 15.00 $ 15,795.00 $ 29.00 $ 30,537.00 HIGH $ (14,742.00)
552.17 SHIELDS AND SHORING SF 10,840 $ 2.00 $ 21,680.00 $ 0.01 $ 108.40 LOW $ 21,571.60
555.0021 CONCRETE FOR STRUCTURES, PERFORMANCE CY 187 $ 1 ,500.00 $ 2 80,500.00 $ 2,357.00 $ 440,759.00 HIGH MAJOR $ (160,259.00)
554.60000102 STAIRWAY FOR FILL TYPE RETAINING WALL (0 FT. - 6 FT.) EACH 15 $ 10,600.00 $ 1 59,000.00 $ 1,200.00 $ 18,000.00 LOW $ 141,000.00
555.72940001 ARCHITECTURAL TREATMENT - VERTICAL CONCRETE SURFACES SF 240 $ 30.00 $ 7,200.00 $ 24.00 $ 5,760.00 $ 1,440.00
555.97130016 CONCRETE FOR STRUCTURES, (REINFORCEMENT INCLUDED AND NO BAR LIST IN PLANS) CY 11 $ 3 ,200.00 $ 35,200.00 $ 3,609.00 $ 39,699.00 $ ( 4,499.00)
555.97140016 FOOTING CONCRETE, (REINFORCEMENT INCLUDED AND NO BAR LIST IN PLANS) CY 28 $ 1 ,800.00 $ 50,400.00 $ 3,369.00 $ 94,332.00 HIGH $ (43,932.00)
555.9901 PERFORMANCE CONCRETE QUALITY ADJUSTMENT - FOOTING CONCRETE QU 1 $ 9.00 $ 9 .00 $ 9.00 $ 9.00 $ -
555.9902 PERFORMANCE CONCRETE QUALITY ADJUSTMENT - CONCRETE FOR STRUCTURES QU 1 $ 7.97 $ 7 .97 $ 7.97 $ 7.97 $ -
556.0202 EPOXY-COATED BAR REINFORCEMENT FOR STRUCTURES LB 22,500 $ 2.50 $ 56,250.00 $ 4.00 $ 90,000.00 HIGH $ (33,750.00)
556.03 STUD SHEAR CONNECTORS FOR BRIDGES EACH 384 $ 7.50 $ 2,880.00 $ 30.00 $ 11,520.00 HIGH $ ( 8,640.00)
557.1013 STRUCTURAL APPROACH SLAB WITH INTEGRAL WEARING SURFACE TYPE 3 FRICTION SY 228 $ 5 80.00 $ 1 32,240.00 $ 722.00 $ 164,616.00 $ (32,376.00)
557.1113 SUPERSTRUCTURE SLAB WITH INTEGRAL WEARING SURFACE BOTTOM FORMWORK REQUIRED - TYPE 3 FRICTION SY 44 $ 7 50.00 $ 33,000.00 $ 1,504.00 $ 66,176.00 HIGH $ (33,176.00)
557.30 SIDEWALKS AND SAFETY WALKS SY 324 $ 1 85.00 $ 59,940.00 $ 270.00 $ 87,480.00 HIGH $ (27,540.00)
557.75010216 ULTRA-HIGH PERFORMANCE CONCRETE LINK SLAB CF 320 $ 6 20.00 $ 1 98,400.00 $ 842.00 $ 269,440.00 HIGH MAJOR $ (71,040.00)
557.9901 PERFORMANCE CONCRETE QUALITY ADJUSTMENT - SUPERSTRUCTURE AND APPROACH SLAB QU 1 $ 11.51 $ 11.51 $ 11.51 $ 11.51 $ -
558.02 LONGITUDINAL SAWCUT GROOVING OF STRUCTURAL SLAB SURFACE SY 1,251 $ 12.00 $ 15,012.00 $ 15.00 $ 18,765.00 $ ( 3,753.00)
559.01 PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW BRIDGE, DECKS AND BRIDGE DECK OVERLAYS SF 12,350 $ 0.75 $ 9,262.50 $ 1.00 $ 12,350.00 HIGH $ ( 3,087.50)
559.02 PROTECTIVE SEALING OF NEW STRUCTURAL CONCRETE SF 2,855 $ 1.25 $ 3,568.75 $ 1.00 $ 2,855.00 $ 7 13.75
560.04010008 STONE VENEER SF 115 $ 1 50.00 $ 17,250.00 $ 180.00 $ 20,700.00 $ ( 3,450.00)
565.2022 TYPE E.B. FIXED BEARING (56 TO 111 KIPS) EACH 8 $ 3 ,075.00 $ 24,600.00 $ 6,016.00 $ 48,128.00 HIGH $ (23,528.00)
565.2032 TYPE E.B EXPANSION BEARING (56 TO 111 KIPS) EACH 56 $ 3 ,930.00 $ 2 20,080.00 $ 6,016.00 $ 336,896.00 HIGH MAJOR $ (116,816.00)
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[PAGE 53]
Bid Verification Sheet
MJ Engineering, Architcture, Landscape Architecture and Land Surveying, P.C.
PIN 1761.69 Craig Street Pavement and Bridge Rehabilitation
2/5/2026
Engineer's Estimate Carver Construction, Inc. Specialty High/Low Difference Eng.
Major Item Est. to Low
Items Bid Items
Bidder
Item Description Unit Total Unit Price Total Price Unit Price Total Price
567.60 ARMORLESS BRIDGE JOINT SYSTEM LF 53 $ 2 50.00 $ 13,250.00 $ 601.00 $ 31,853.00 HIGH $ (18,603.00)
568.51 STEEL BRIDGE RAILING (FOUR RAIL) LF 783 $ 2 35.00 $ 1 84,005.00 $ 321.00 $ 251,343.00 HIGH MAJOR $ (67,338.00)
568.70 TRANSITION BRIDGE RAILING LF 175 $ 2 00.00 $ 35,000.00 $ 243.00 $ 42,525.00 $ ( 7,525.00)
568.83 PEDESTRIAN AND BICYCLE RAILING (FOUR-RAIL) LF 309 $ 2 20.00 $ 67,980.00 $ 197.00 $ 60,873.00 $ 7,107.00
570.01 LEAD EXPOSURE CONTROL PLAN LS 1 $ 2 ,200.00 $ 2,200.00 $ 3,008.00 $ 3,008.00 HIGH $ ( 808.00)
570.02 MEDICAL TESTING DC 3,000 T$ 1.00 $ 3,000.00 $ 1.00 $ 3,000.00 $ -
570.03 PERSONAL EXPOSURE MONITORING SAMPLE ANALYSIS DC 3,000 $ 1.00 $ 3,000.00 $ 1.00 $ 3,000.00 $ -
570.04 DECONTAMINATION FACILITIES CW 5 $ 5 00.00 $ 2,500.00 $ 12.00 $ 60.00 LOW $ 2,440.00
570.150001 CLASS A CONTAINMENT FOR PAINT REMOVAL LS 1 $ 140,000.00 $ 1 40,000.00 $ 128,748.00 $ 128,748.00 $ 11,252.00
571.03 DISPOSAL OF HAZARDOUS PAINT WASTE CONTAINING LEAD LB 5,900 $ 0.75 $ 4,425.00 $ 1.00 $ 5,900.00 HIGH $ ( 1,475.00)
573.010001 STRUCTURAL STEEL PAINTING FIELD APPLIED, TOTAL REMOVAL LSF1 $ 270,000.00 $ 2 70,000.00 $ 302,620.00 $ 302,620.00 MAJOR $ (32,620.00)
580.01 REMOVAL OF STRUCTURAL CONCRETE CY 184 $ 1 ,630.00 $ 2 99,920.00 $ 3,128.00 $ 575,552.00 HIGH MAJOR $ (275,632.00)
580.04 REMOVAL OF CONCRETE APPROACH SLAB SF 2,344 $ 10.00 $ 23,440.00 $ 14.00 $ 32,816.00 HIGH $ ( 9,376.00)
582.0051 REMOVAL AND REPLACEMENT OF STRUCTURAL CONCRETE CY 1 $ 14,160.00 $ 15,576.00 $ 21,057.00 $ 23,162.70 HIGH $ ( 7,586.70)
584.030301 OVERLAY CONCRETE, PERFORMANCE TYPE 3 FRICTION SY 1,035 $ 1 00.00 $ 1 03,500.00 $ 240.00 $ 248,400.00 HIGH MAJOR $ (144,900.00)
A
584.9901 PERFORMANCE CONCRETE QUALITY ADJUSTMENT - SPECIALIZED OVERLAYS FOR STRUCTURAL SLABS QU 1 $ 6.00 $ 6 .00 $ 6.00 $ 6.00 $ -
585.01 STRUCTURAL LIFTING OPERATIONS - TYPE A EACH 64 $ 6 ,000.00 $ 3 84,000.00 $ 8,723.00 $ 558,272.00 HIGH MAJOR $ (174,272.00)
586.0201 DRILLING AND GROUTING BOLTS OR REINFORCEMENT BARS EACH 778 $ 37.00 $ 28,786.00 $ 109.00 $ 84,802.00 HIGH $ (56,016.00)
587.01 BRIDGE RAILING REMOVAL AND DISPOSAL LF 486 $ 12.00 $ 5,832.00 $ 42.00 $ 20,412.00 HIGH $ (14,580.00)
589.520001 REMOVAL OF EXISTING STEEL EACH 64 $ 2 ,500.00 $ 1 60,000.00 $ 3,309.00 $ 211,776.00 HIGH $ (51,776.00)
601.01000018 SURFACE TREATMENT FOR PAVEMENTS TYPE 2, TRAFFIC GRADE RSY 65 $ 2 00.00 $ 13,000.00 $ 215.00 $ 13,975.00 $ ( 975.00)
603.77 CONCRETE COLLARS EACH 11 $ 2 ,500.00 $ 27,500.00 $ 2,909.00 $ 31,999.00 $ ( 4,499.00)
603.9812 SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT AND STORMDRAIN 12 INCH DIAMETER LF 1,490 $ 80.00 $ 1 19,200.00 $ 133.00 $ 198,170.00 HIGH $ (78,970.00)
603.9815 SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT AND STORMDRAIN 15 INCH DIAMETER LF 1,280 $ 1 00.00 $ 1 28,000.00 $ 114.00 $ 145,920.00 $ (17,920.00)
603.9818 SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT AND STORMDRAIN 18 INCH DIAMETER LF 860 $ 1 10.00 $ 94,600.00 $ 152.00 $ 130,720.00 HIGH $ (36,120.00)
603.9824 SMOOTH INTERIOR CORRUGATED POLYETHYLENE CULVERT AND STORMDRAIN 24 INCH DIAMETER LF 90 $ 1 20.00 $ 10,800.00 $ 270.00 $ 24,300.00 HIGH $ (13,500.00)
D
604.070101 ALTERING DRAINAGE STRUCTURES, LEACHING BASINS AND MANHOLES EACH 74 $ 1 ,000.00 $ 74,000.00 $ 991.00 $ 73,334.00 $ 6 66.00
604.300673 RECTANGULAR DRAINAGE STRUCTURE TYPE F FOR CAST IRON F3 FRAME LF 16 $ 1 ,200.00 $ 19,200.00 $ 1,135.00 $ 18,160.00 $ 1,040.00
604.300773 RECTANGULAR DRAINAGE STRUCTURE TYPE G FOR CAST IRON F3 FRAME LF 5 $ 1 ,400.00 $ 7,000.00 $ 1,291.00 $ 6,455.00 $ 5 45.00
604.301072 RECTANGULAR DRAINAGE STRUCTURE TYPE J FOR CAST IRON F2 FRAME LF 5 $ 1 ,500.00 $ 7,500.00 $ 1,299.00 $ 6,495.00 $ 1,005.00
604.301772 RECTANGULAR DRAINAGE STRUCTURE TYPE Q FOR CAST IRON F2 FRAME LF 228 $ 9 00.00 $ 2 05,200.00 $ 932.00 $ 212,496.00 $ ( 7,296.00)
604.301873 RECTANGULAR DRAINAGE STRUCTURE TYPE R FOR CAST IRON F3 FRAME LF 9 $ 1 ,100.00 $ 9,900.00 $ 1,040.00 $ 9,360.00 $ 5 40.00
604.301911 RECTANGULAR DRAINAGE STRUCTURE TYPE S FOR #11 WELDED FRAME LF 13 $ 1 ,000.00 $ 13,000.00 $ 913.00 $ 11,869.00 $ 1,131.00
604.302016 RECTANGULAR DRAINAGE STRUCTURE TYPE T FOR #16 WELDED FRAME LF 5 $ 1 ,300.00 $ 6,500.00 $ 958.00 $ 4,790.00 LOW $ 1,710.00
604.4048 ROUND PRECAST CONCRETE MANHOLE TYPE 48 LF 27 $ 9 00.00 $ 24,300.00 $ 960.00 $ 25,920.00 $ ( 1,620.00)
604.4060 ROUND PRECAST CONCRETE MANHOLE TYPE 60 LF 60 $ 1 ,200.00 $ 72,000.00 $ 1,031.00 $ 61,860.00 $ 10,140.00
604.4072 ROUND PRECAST CONCRETE MANHOLE TYPE 72 LF 26 $ 1 ,800.00 $ 46,800.00 $ 1,493.00 $ 38,818.00 $ 7,982.00
604.4084 ROUND PRECAST CONCRETE MANHOLE TYPE 84 LF 16 $ 2 ,100.00 $ 33,600.00 $ 2,037.00 $ 32,592.00 $ 1,008.00
604.4096 ROUND PRECAST CONCRETE MANHOLE TYPE 96 LF 5 $ 3 ,000.00 $ 15,000.00 $ 4,885.00 $ 24,425.00 HIGH $ ( 9,425.00)
604.500101 SPECIAL DRAINAGE STRUCTURE LF 9 $ 4 ,000.00 $ 36,000.00 $ 2,756.00 $ 24,804.00 LOW $ 11,196.00
605.0901 UNDERDRAIN FILTER TYPE 1 CY 360 $ 1 00.00 $ 36,000.00 $ 138.00 $ 49,680.00 HIGH $ (13,680.00)
605.1701 OPTIONAL UNDERDRAIN PIPE, 4 INCH DIAMETER LF 6,560 $ 10.00 $ 65,600.00 $ 19.00 $ 124,640.00 HIGH $ (59,040.00)
606.10 BOX BEAM GUIDE RAILING LF 72 $ 60.00 $ 4,320.00 $ 60.00 $ 4,320.00 $ -
606.100002 BOX BEAM GUIDE RAILING (SHOP BENT OR SHOP MITERED) LF 378 $ 60.00 $ 22,680.00 $ 69.00 $ 26,082.00 $ ( 3,402.00)
606.120101 BOX BEAM END PIECE EACH 1 $ 7 00.00 $ 700.00 $ 814.00 $ 814.00 $ ( 114.00)
606.120201 BOX BEAM GUIDE RAILING END ASSEMBLY, TYPE IIA EACH 2 $ 3 ,500.00 $ 7,000.00 $ 2,556.00 $ 5,112.00 LOW $ 1,888.00
606.1203 BOX BEAM END ASSEMBLY, TYPE III EACH 2 $ 8 ,000.00 $ 16,000.00 $ 8,224.00 $ 16,448.00 $ ( 448.00)
606.73 REMOVING AND DISPOSING BOX BEAM GUIDE RAILING LF 608 $ 5.00 $ 3,040.00 $ 12.00 $ 7,296.00 HIGH $ ( 4,256.00)
606.7920 REMOVING AND DISPOSING BOX BEAM GUIDE RAILING TURNED DOWN TERMINAL EACH 2 $ 1 ,500.00 $ 3,000.00 $ 735.00 $ 1,470.00 LOW $ 1,530.00
607.45240011 ORNAMENTAL STEEL MESH FENCE 8 FT HIGH LF 521 $ 1 55.00 $ 80,755.00 $ 144.00 $ 75,024.00 $ 5,731.00
607.47000011 PRIVACY SLATS SF 4,168 $ 7.00 $ 29,176.00 $ 9.00 $ 37,512.00 HIGH $ ( 8,336.00)
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[PAGE 54]
Bid Verification Sheet
MJ Engineering, Architcture, Landscape Architecture and Land Surveying, P.C.
PIN 1761.69 Craig Street Pavement and Bridge Rehabilitation
2/5/2026
Engineer's Estimate Carver Construction, Inc. Specialty High/Low Difference Eng.
Major Item Est. to Low
Items Bid Items
Bidder
Item Description Unit Total Unit Price Total Price Unit Price Total Price
608.000013 PLANT PRODUCTION QUALITY ADJUSTMENT TO ASPHALT SIDEWALKS, DRIVEWAYS, BICYCLE PATHS, AND VEGETATION CONTROL STRIPSQU 0 $ 85.00 $ - $ - $ - $ -
608.0101 CONCRETE SIDEWALKS AND DRIVEWAYS CY 900 $ 1 ,000.00 $ 9 00,000.00 $ 1,120.00 $ 1,008,000.00 MAJOR $ (108,000.00)
608.020102 ASPHALT SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS,AND VEGETATION CONTROL STRIPS TON 316 $ 2 00.00 $ 63,200.00 $ 299.00 $ 94,484.00 HIGH $ (31,284.00)
608.21000003 CAST IRON EMBEDDED DETECTABLE WARNING UNITS SY 91 $ 4 00.00 $ 36,400.00 $ 487.00 $ 44,317.00 $ ( 7,917.00)
609.0212 STONE CURB NEAR VERTICAL FACE (NVF) LF 7,950 $ 1 00.00 $ 7 95,000.00 $ 93.00 $ 739,350.00 MAJOR $ 55,650.00
609.0302 STONE CURB - BRIDGE (TYPE F1) LF 520 T$ 75.00 $ 39,000.00 $ 45.00 $ 23,400.00 LOW $ 15,600.00
609.04 CAST-IN-PLACE CONCRETE CURB (AS DETAILED) LF 385 $ 1 50.00 $ 57,750.00 $ 108.00 $ 41,580.00 LOW $ 16,170.00
609.15100002 STEEL LANDSCAPE EDGING LF 780 $ 20.00 $ 15,600.00 $ 14.00 $ 10,920.00 LOW $ 4,680.00
609.40000015 REINFORCED PRECAST CONCRETE PARKING BLOCKS EACH 9 $ 4 00.00 $ 3,600.00 $ 443.00 $ 3,987.00 $ ( 387.00)
610.1101 MULCH FOR PLANTING TYPE A, B & D - WOOD CHIPS AND SHREDDEDBARK CY 5 $ 1 00.00 $ 500.00 $ 120.00 $ 600.00 $ ( 100.00)
610.14000011 STRUCTURAL SOIL MIX CYF550 $ 2 00.00 $ 1 10,000.00 $ 156.00 $ 85,800.00 LOW $ 24,200.00
610.1605 TURF ESTABLISHMENT PERFORMANCE SY 2,590 $ 20.00 $ 51,800.00 $ 34.00 $ 88,060.00 HIGH $ (36,260.00)
610.19 WATERING VEGETATION MGAL 1 $ 15.00 $ 15.00 $ 2,400.00 $ 2,400.00 HIGH $ ( 2,385.00)
611.0111 PLANTING - MAJOR DECIDUOUS TREES - SIZE AS SPECIFIED BALL& BURLAP, FIELD POTTED OR FIELD BOXED EACH 16 $ 9 00.00 $ 14,400.00 $ 710.00 $ 11,360.00 LOW $ 3,040.00
611.0211 PLANTING - MINOR DECIDUOUS TREES - SIZE AS SPECIFIED BALL& BURLAP, FIELD POTTED OR FIELD BOXED EACH 46 $ 9 00.00 $ 41,400.00 $ 601.00 $ 27,646.00 LOW $ 13,754.00
A
611.17 PORTABLE DRIP IRRIGATION SYSTEM EACH 62 $ 75.00 $ 4,650.00 $ 48.00 $ 2,976.00 LOW $ 1,674.00
611.18 REMOVAL OF PORTABLE DRIP IRRIGATION SYSTEM EACH 62 $ 25.00 $ 1,550.00 $ 24.00 $ 1,488.00 $ 6 2.00
614.060104 TREE REMOVAL OVER 4 INCHES TO 6 INCHES DIAMETER BREAST HEIGHT - STUMPS GRUBBED EACH 9 $ 1 ,000.00 $ 9,000.00 $ 975.00 $ 8,775.00 $ 2 25.00
614.060304 TREE REMOVAL OVER 12 INCHES TO 18 INCHES DIAMETER BREASTHEIGHT - STUMPS GRUBBED EACH 1 $ 2 ,500.00 $ 2,500.00 $ 1,951.00 $ 1,951.00 LOW $ 5 49.00
615.03070108 INSTALLATION LANDSCAPE APPURTENANCE PROVIDED BY OTHERS,TYPE 01 EACH 2 $ 1 ,500.00 $ 3,000.00 $ 2,183.00 $ 4,366.00 HIGH $ ( 1,366.00)
615.80010005 RAILING, TYPE 01 RLF 77 $ 1 60.00 $ 12,320.00 $ 273.00 $ 21,021.00 HIGH $ ( 8,701.00)
615.80020005 RAILING, TYPE 02 LF 46 $ 1 50.00 $ 6,900.00 $ 332.00 $ 15,272.00 HIGH $ ( 8,372.00)
618.78201115 SECURITY BOLLARD REMOVABLE, CAST IN PLACE, DEEP EACH 10 $ 2 ,500.00 $ 25,000.00 $ 1,375.00 $ 13,750.00 LOW $ 11,250.00
619.01 BASIC WORK ZONE TRAFFIC CONTROL LS 1 $ 805,000.00 $ 8 05,000.00 $ 778,514.04 $ 778,514.04 MAJOR $ 26,485.96
619.04 TYPE III CONSTRUCTION BARRICADE EACH 273 $ 1 10.00 $ 30,030.00 $ 140.00 $ 38,220.00 HIGH $ ( 8,190.00)
619.080102 REMOVE PAVEMENT MARKING STRIPES, EPOXY PAINT LF 355 $ 4.00 $ 1,420.00 $ 7.00 $ 2,485.00 HIGH $ ( 1,065.00)
D
619.100103 INTERIM PAVEMENT MARKINGS, STRIPES (REMOVABLE TAPE) LF 8,600 $ 4.50 $ 38,700.00 $ 6.00 $ 51,600.00 HIGH $ (12,900.00)
619.110512 (PVMS) STANDARD SIZE - FULL MATRIX (LED) NO OPTIONALEQUIPMENT SPECIFIED, CELLULAR COMMUNICATIONS EACH 5 $ 8 ,000.00 $ 40,000.00 $ 7,564.00 $ 37,820.00 $ 2,180.00
619.1711 TEMPORARY POSITIVE BARRIER - CATEGORY 1 (PINNING PROHIBITED) LF 880 $ 30.00 $ 26,400.00 $ 12.00 $ 10,560.00 LOW $ 15,840.00
619.1715 TEMPORARY POSITIVE BARRIER - CATEGORY 5 (PINNING PROHIBITED) LF 2,580 $ 30.00 $ 77,400.00 $ 30.00 $ 77,400.00 $ -
619.1719 WARNING LIGHTS ON TEMPORARY POSITIVE BARRIERS EACH 81 $ 70.00 $ 5,670.00 $ 29.00 $ 2,349.00 LOW $ 3,321.00
619.20 INTERIM TUBULAR MARKERS EACH 85 $ 30.00 $ 2,550.00 $ 45.00 $ 3,825.00 HIGH $ ( 1,275.00)
619.24 NIGHTTIME OPERATIONS (ENTIRE PROJECT) LS 1 $ 10,000.00 $ 10,000.00 $ 1,000.00 $ 1,000.00 LOW $ 9,000.00
621.03 CLEANING CLOSED DRAINAGE SYSTEMS LF 930 $ 8.00 $ 7,440.00 $ 9.00 $ 8,370.00 $ ( 930.00)
621.04 CLEANING DRAINAGE STRUCTURES EACH 6 $ 5 00.00 $ 3,000.00 $ 737.00 $ 4,422.00 HIGH $ ( 1,422.00)
623.12 CRUSHED STONE (IN-PLACE MEASURE) CY 10 $ 1 50.00 $ 1,500.00 $ 386.00 $ 3,860.00 HIGH $ ( 2,360.00)
624.01 CONVENTIONALLY FORMED OR MACHINE FORMED CONCRETE GUTTERS SF 200 $ 50.00 $ 10,000.00 $ 58.00 $ 11,600.00 $ ( 1,600.00)
625.01 SURVEY OPERATIONS LS 1 $ 85,000.00 $ 85,000.00 $ 67,658.00 $ 67,658.00 LOW $ 17,342.00
627.50140008 CUTTING PAVEMENT LF 1,660 $ 5.00 $ 8,300.00 $ 4.00 $ 6,640.00 $ 1,660.00
637.04 CONCRETE CYLINDER CURING EQUIPMENT EACH 1 $ 2 ,000.00 $ 2,000.00 $ 3,008.00 $ 3,008.00 HIGH $ ( 1,008.00)
637.11 ENGINEER'S FIELD OFFICE - TYPE 1 MNTH 16 $ 3 ,000.00 $ 48,000.00 $ 3,962.00 $ 63,392.00 HIGH $ (15,392.00)
637.26 RAIN GAUGE EACH 1 $ 5 00.00 $ 500.00 $ 90.00 $ 90.00 LOW $ 4 10.00
645.5101 GROUND-MOUNTED SIGN PANELS WITHOUT Z-BARS SF 92 $ 75.00 $ 6,900.00 $ 48.00 $ 4,416.00 LOW $ 2,484.00
645.5102 GROUND-MOUNTED SIGN PANELS LESS THAN OR EQUAL TO 32 SF, WITH Z-BARS SF 245 $ 55.00 $ 13,475.00 $ 50.00 $ 12,250.00 $ 1,225.00
645.730001SC ORNAMENTAL SIGN, WAYFINDING EACH 7 $ 3 ,000.00 $ 21,000.00 $ 9,626.00 $ 67,382.00 HIGH $ (46,382.00)
645.730002SC ORNAMENTAL SIGN, TYPE 1 EACH 2 $ 30,000.00 $ 60,000.00 $ 24,065.00 $ 48,130.00 $ 11,870.00
645.730003SC ORNAMENTAL SIGN, TYPE 2 EACH 2 $ 40,000.00 $ 80,000.00 $ 24,065.00 $ 48,130.00 LOW $ 31,870.00
645.81 TYPE A SIGN POSTS EACH 56 $ 2 20.00 $ 12,320.00 $ 258.00 $ 14,448.00 $ ( 2,128.00)
645.81090003 RETROREFLECTIVE SIGN POST STRIP EACH 20 $ 1 00.00 $ 2,000.00 $ 78.00 $ 1,560.00 LOW $ 4 40.00
645.85 POLE MOUNTED SIGN SUPPORT SYSTEM (BAND MOUNTED) EACH 20 $ 2 50.00 $ 5,000.00 $ 300.00 $ 6,000.00 $ ( 1,000.00)
647.31 RELOCATE SIGN PANEL, SIGN PANEL ASSEMBLY SIZE I (UNDER 30SQUARE FEET) EACH 6 $ 1 30.00 $ 780.00 $ 198.00 $ 1,188.00 HIGH $ ( 408.00)
54
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[PAGE 55]
Bid Verification Sheet
MJ Engineering, Architcture, Landscape Architecture and Land Surveying, P.C.
PIN 1761.69 Craig Street Pavement and Bridge Rehabilitation
2/5/2026
Engineer's Estimate Carver Construction, Inc. Specialty High/Low Difference Eng.
Major Item Est. to Low
Items Bid Items
Bidder
Item Description Unit Total Unit Price Total Price Unit Price Total Price
647.51 REMOVE AND DISPOSE SIGN PANEL, SIGN PANEL ASSEMBLY SIZE I(UNDER 30 SQUARE FEET) EACH 3 $ 50.00 $ 150.00 $ 24.00 $ 72.00 LOW $ 7 8.00
647.61 REMOVE AND DISPOSE SIGNS, GROUND MOUNTED TYPE A SIGN SUPPORTS AND FOUNDATIONS - SIZE I (UNDER 30 SQUARE FEET) EACH 28 $ 50.00 $ 1,400.00 $ 24.00 $ 672.00 LOW $ 7 28.00
651.99083625 MISCELLANEOUS FIBER WORK LS 1 $ 50,000.00 $ 50,000.00 $ 12,032.00 $ 12,032.00 LOW $ 37,968.00
655.0705 CAST FRAME F2, UNMOUNTABLE CURB BOX CU2 & RETICULINEGRATE G2 EACH 55 $ 2 ,100.00 $ 1 15,500.00 $ 2,223.00 $ 122,265.00 $ ( 6,765.00)
655.0706 CAST FRAME F3, UNMOUNTABLE CURB BOX CU3 & RETICULINEGRATE G3 EACH 6 $ 2 ,500.00 $ 15,000.00 $ 2,486.00 $ 14,916.00 $ 8 4.00
655.1111 WELDED FRAME AND RETICULINE GRATE 11 EACH 2 T$ 1 ,800.00 $ 3,600.00 $ 1,351.00 $ 2,702.00 LOW $ 8 98.00
655.1116 WELDED FRAME AND RETICULINE GRATE 16 EACH 1 $ 2 ,000.00 $ 2,000.00 $ 1,581.00 $ 1,581.00 LOW $ 4 19.00
655.1202 MANHOLE FRAME AND COVER EACH 26 $ 1 ,500.00 $ 39,000.00 $ 1,117.00 $ 29,042.00 LOW $ 9,958.00
660.65000101 ALTERING UTILITY MANHOLES AND VAULTS EACH 9 $ 5 ,000.00 $ 45,000.00 $ 4,808.00 $ 43,272.00 $ 1,728.00
660.65000201 ALTERING UTILITY MANHOLES AND VAULTS EACH 12 $ 5 ,000.00 $ 60,000.00 $ 6,632.00 $ 79,584.00 HIGH $ (19,584.00)
660.65000301 ALTERING UTILITY MANHOLES AND VAULTS EACFH 4 $ 1 ,000.00 $ 4,000.00 $ 6,632.00 $ 26,528.00 HIGH $ (22,528.00)
662.60000108 FURNISHING ELECTRICAL SERVICE DC 6,000 $ 1.00 $ 6,000.00 $ 1.00 $ 6,000.00 $ -
662.60030008 ALTERING ELEVATION OF GAS VALVE BOXES EACH 14 $ 4 00.00 $ 5,600.00 $ 586.00 $ 8,204.00 HIGH $ ( 2,604.00)
662.60510008 ADJUST MANHOLE TO GRADE (TELEPHONE) EACH 2 $ 1 ,500.00 $ 3,000.00 $ 2,640.00 $ 5,280.00 HIGH $ ( 2,280.00)
663.240603 INSULATION FOR BURIED WATER PIPE ( 6" WITH 3 IN THICK INSULATION) LF 817 $ 1 00.00 $ 81,700.00 $ 13.00 $ 10,621.00 LOW $ 71,079.00
A
663.243003 INSULATION FOR BURIED WATER PIPE (30" WITH 3 IN THICK INSULATION) LF 64 $ 1 50.00 $ 9,600.00 $ 21.00 $ 1,344.00 LOW $ 8,256.00
663.33 ADJUST EXISTING VALVE BOX ELEVATION EACH 48 $ 4 00.00 $ 19,200.00 $ 321.00 $ 15,408.00 $ 3,792.00
663.34 ADJUST EXISTING HYDRANT ELEVATION EACH 9 $ 5 00.00 $ 4,500.00 $ 3,206.00 $ 28,854.00 HIGH $ (24,354.00)
670.0106 FOUNDATION FOR LIGHT STANDARDS, 6 FEET LONG EACH 16 $ 1 ,500.00 $ 24,000.00 $ 2,364.00 $ 37,824.00 HIGH $ (13,824.00)
670.02780039 LED ROADWAY LUMINAIRE EACH 30 $ 1 ,000.00 $ 30,000.00 $ 1,143.00 $ 34,290.00 $ ( 4,290.00)
670.1125 ALUMINUM TRUSSED ARM, 06 FEET LONG REACH 16 $ 4 ,000.00 $ 64,000.00 $ 2,929.00 $ 46,864.00 LOW $ 17,136.00
670.1130 ALUMINUM LIGHT STANDARDS FOR SINGLE MEMBER OR TRUSS ARM(S),30 FEET HIGH EACH 4 $ 4 ,000.00 $ 16,000.00 $ 3,062.00 $ 12,248.00 LOW $ 3,752.00
670.1306 ALUMINUM TRUSSED ARM 06 FEET LONG EACH 16 $ 7 00.00 $ 11,200.00 $ 1,149.00 $ 18,384.00 HIGH $ ( 7,184.00)
670.1312 ALUMINUM TRUSSED ARM, 12 FEET LONG EACH 4 $ 1 ,000.00 $ 4,000.00 $ 1,486.00 $ 5,944.00 HIGH $ ( 1,944.00)
670.19 BREAKAWAY TRANSFORMER BASE (ALUMINUM) EACH 20 $ 1 ,300.00 $ 26,000.00 $ 1,094.00 $ 21,880.00 $ 4,120.00
670.2003 GALVANIZED STEEL CONDUIT, 2" LF 1,140 $ 20.00 $ 22,800.00 $ 24.00 $ 27,360.00 $ ( 4,560.00)
D
670.2601 RIGID PLASTIC CONDUIT, 1" LF 2,340 $ 8.00 $ 18,720.00 $ 10.00 $ 23,400.00 $ ( 4,680.00)
670.2602 RIGID PLASTIC CONDUIT, 2" LF 760 $ 10.00 $ 7,600.00 $ 15.00 $ 11,400.00 HIGH $ ( 3,800.00)
670.3020 PULLBOXES 10.1 CUBIC FEET TO 15 CUBIC FEET,INSIDE VOLUME (LIGHTING) EACH 4 $ 2 ,000.00 $ 8,000.00 $ 1,774.00 $ 7,096.00 $ 9 04.00
670.40 CAST IRON JUNCTION BOXES EACH 4 $ 3 ,170.00 $ 12,680.00 $ 2,406.00 $ 9,624.00 LOW $ 3,056.00
670.60 PHOTOELECTRIC CONTROLS EACH 30 $ 90.00 $ 2,700.00 $ 54.00 $ 1,620.00 LOW $ 1,080.00
670.65000010 240/120 VOLT LIGHTING PANEL EACH 4 $ 10,000.00 $ 40,000.00 $ 300.00 $ 1,200.00 LOW $ 38,800.00
670.7002 SINGLE CONDUCTOR CABLE, NUMBER 2 GAGE LF 1,350 $ 8.00 $ 10,800.00 $ 9.00 $ 12,150.00 $ ( 1,350.00)
670.7004 SINGLE CONDUCTOR CABLE, NUMBER 6 GAGE LF 3,090 $ 7.00 $ 21,630.00 $ 4.00 $ 12,360.00 LOW $ 9,270.00
670.7005 SINGLE CONDUCTOR CABLE, NUMBER 8 GAGE LF 1,420 $ 6.00 $ 8,520.00 $ 4.00 $ 5,680.00 LOW $ 2,840.00
670.7006 SINGLE CONDUCTOR CABLE, NUMBER 10 GAGE LF 2,280 $ 5.00 $ 11,400.00 $ 2.00 $ 4,560.00 LOW $ 6,840.00
670.7007 SINGLE CONDUCTOR CABLE, NUMBER 12 GAGE LF 3,660 $ 4.00 $ 14,640.00 $ 2.00 $ 7,320.00 LOW $ 7,320.00
670.7501 GROUND WIRE NO. 6 AWG LF 926 $ 7.00 $ 6,482.00 $ 4.00 $ 3,704.00 LOW $ 2,778.00
670.99 PERFORMANCE CONCRETE QUALITY ADJUSTMENT QU 1 $ 10.74 $ 10.74 $ 10.74 $ 10.74 $ -
680.05010007 360 DEGREE CAMERA VIDEO DETECTION SYSTEM EACH 3 $ 26,000.00 $ 78,000.00 $ 26,953.00 $ 80,859.00 $ ( 2,859.00)
680.5001 POLE EXCAVATION AND CONCRETE FOUNDATION CY 18 $ 2 ,000.00 $ 36,000.00 $ 2,346.00 $ 42,228.00 $ ( 6,228.00)
680.51000010 ALTER ELEVATION OF PULL BOXES EACH 3 $ 7 50.00 $ 2,250.00 $ 541.00 $ 1,623.00 LOW $ 6 27.00
680.510501 PULLBOX-RECTANGULAR, 26 X 18 INCH, REINFORCEDCONCRETE EACH 13 $ 2 ,000.00 $ 26,000.00 $ 1,636.00 $ 21,268.00 $ 4,732.00
680.51515011 COMMUNICATIONS PULL BOX EACH 2 $ 2 ,000.00 $ 4,000.00 $ 1,672.00 $ 3,344.00 $ 6 56.00
680.520103 CONDUIT, METAL STEEL, ZINC COATED, 1" LF 40 $ 30.00 $ 1,200.00 $ 30.00 $ 1,200.00 $ -
680.520506 TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 2" LF 205 $ 25.00 $ 5,125.00 $ 27.00 $ 5,535.00 $ ( 410.00)
680.520508 TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 3" LF 410 $ 30.00 $ 12,300.00 $ 29.00 $ 11,890.00 $ 4 10.00
680.621943 TRAFFIC SIGNAL POLE, MAST ARM, 19 FEET MOUNTING HEIGHT,43 FEET ARM LENGTH EACH 1 $ 30,000.00 $ 30,000.00 $ 26,351.00 $ 26,351.00 $ 3,649.00
680.621945 TRAFFIC SIGNAL POLE, MAST ARM, 19 FEET MOUNTING HEIGHT,45 FEET ARM LENGTH EACH 1 $ 30,000.00 $ 30,000.00 $ 26,351.00 $ 26,351.00 $ 3,649.00
680.6708 TRAFFIC SIGNAL POLE POST TOP MOUNT, 8 FEET MOUNTING HEIGHT EACH 8 $ 1 ,300.00 $ 10,400.00 $ 1,714.00 $ 13,712.00 HIGH $ ( 3,312.00)
680.6714 TRAFFIC SIGNAL POLE-POST TOP MOUNT 14 FEET MOUNTING HEIGHT EACH 4 $ 1 ,800.00 $ 7,200.00 $ 1,925.00 $ 7,700.00 $ ( 500.00)
55
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[PAGE 56]
Bid Verification Sheet
MJ Engineering, Architcture, Landscape Architecture and Land Surveying, P.C.
PIN 1761.69 Craig Street Pavement and Bridge Rehabilitation
2/5/2026
Engineer's Estimate Carver Construction, Inc. Specialty High/Low Difference Eng.
Major Item Est. to Low
Items Bid Items
Bidder
Item Description Unit Total Unit Price Total Price Unit Price Total Price
680.700606 RISER ASSEMBLY, 2" DIAMETER EACH 4 $ 1 ,100.00 $ 4,400.00 $ 794.00 $ 3,176.00 LOW $ 1,224.00
680.700609 RISER ASSEMBLY, 3 1/2" DIAMETER EACH 2 $ 1 ,500.00 $ 3,000.00 $ 1,353.00 $ 2,706.00 $ 2 94.00
680.730514 SIGNAL CABLE 5 CONDUCTORS, 14 AWG LF 2,105 $ 5.00 $ 10,525.00 $ 4.00 $ 8,420.00 $ 2,105.00
680.731014 SIGNAL CABLE 10 CONDUCTORS, 14 AWG LF 1,599 $ 8.00 $ 12,792.00 $ 6.00 $ 9,594.00 LOW $ 3,198.00
680.79000001 REMOVE TRAFFIC SIGNAL EQUIPMENT LS 1 $ 10,000.00 $ 10,000.00 $ 6,377.00 $ 6,377.00 LOW $ 3,623.00
680.80370501 CONTROLLER AND CABINET 4 THROUGH 8 PHASE FULL TRAFFICACTUATED ( NEMA) EACH 2 T$ 25,000.00 $ 50,000.00 $ 29,118.00 $ 58,236.00 $ ( 8,236.00)
680.81000111 FURNISH AND INSTALL LED TRAFFIC SIGNAL MODULE 12 INCH RED BICYCLE EACH 4 $ 3 00.00 $ 1,200.00 $ 235.00 $ 940.00 LOW $ 2 60.00
680.81000211 FURNISH AND INSTALL LED TRAFFIC SIGNAL MODULE 12 INCH YELLOW BICYCLE EACH 4 $ 3 00.00 $ 1,200.00 $ 235.00 $ 940.00 LOW $ 2 60.00
680.81000311 FURNISH AND INSTALL LED TRAFFIC SIGNAL MODULE 12 INCH GREEN BICYCLE EACH 4 $ 3 00.00 $ 1,200.00 $ 235.00 $ 940.00 LOW $ 2 60.00
680.810101 TRAFFIC SIGNAL MODULE - 12 INCH, RED BALL, LED EACH 16 $ 1 50.00 $ 2,400.00 $ 181.00 $ 2,896.00 $ ( 496.00)
680.810103 TRAFFIC SIGNAL MODULE - 12 INCH, YELLOW BALL, LED EACFH 16 $ 1 50.00 $ 2,400.00 $ 181.00 $ 2,896.00 $ ( 496.00)
680.810105 TRAFFIC SIGNAL MODULE - 12 INCH, GREEN BALL, LED EACH 16 $ 1 50.00 $ 2,400.00 $ 181.00 $ 2,896.00 $ ( 496.00)
680.810107 TRAFFIC SIGNAL SECTION - TYPE I, 12 INCH EACH 60 $ 2 50.00 $ 15,000.00 $ 210.00 $ 12,600.00 $ 2,400.00
680.8111 TRAFFIC SIGNAL BRACKET ASSEMBLY - 1 WAY EACH 6 $ 7 50.00 $ 4,500.00 $ 727.00 $ 4,362.00 $ 1 38.00
680.8112 TRAFFIC SIGNAL BRACKET ASSEMBLY - 2 WAY EACH 5 $ 1 ,000.00 $ 5,000.00 $ 1,064.00 $ 5,320.00 $ ( 320.00)
A
680.813105 PEDESTRIAN SIGNAL MODULE - 12 INCH BI-MODAL,HAND/MAN SYMBOLS LED EACH 20 $ 2 50.00 $ 5,000.00 $ 300.00 $ 6,000.00 $ ( 1,000.00)
680.813106 PEDESTRIAN SIGNAL SECTION - POLYCARBONATE, TYPE I, 12 INCH EACH 40 $ 2 50.00 $ 10,000.00 $ 316.00 $ 12,640.00 HIGH $ ( 2,640.00)
680.8141 PEDESTRIAN SIGNAL BRACKET MOUNT ASSEMBLY EACH 7 $ 3 50.00 $ 2,450.00 $ 659.00 $ 4,613.00 HIGH $ ( 2,163.00)
680.8142 PEDESTRIAN SIGNAL POST TOP MOUNT ASSEMBLY EACH 12 $ 2 50.00 $ 3,000.00 $ 328.00 $ 3,936.00 HIGH $ ( 936.00)
680.815001 PEDESTRIAN SIGNAL MODULE - 12-INCH COUNTDOWN TIMER, LED EACH 20 $ 2 50.00 $ 5,000.00 $ 342.00 $ 6,840.00 HIGH $ ( 1,840.00)
680.8151 ACCESSIBLE PEDESTRIAN SIGNAL (APS) W/O POST REACH 20 $ 1 ,250.00 $ 25,000.00 $ 1,636.00 $ 32,720.00 HIGH $ ( 7,720.00)
680.8207 OVERHEAD SIGN ASSEMBLY, TYPE G EACH 4 $ 7 50.00 $ 3,000.00 $ 1,011.00 $ 4,044.00 HIGH $ ( 1,044.00)
680.8223 BREAKAWAY TRANSFORMER BASE EACH 12 $ 7 50.00 $ 9,000.00 $ 1,058.00 $ 12,696.00 HIGH $ ( 3,696.00)
680.82250101 REMOVE PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY EACH 4 $ 5 00.00 $ 2,000.00 $ 198.00 $ 792.00 LOW $ 1,208.00
680.82250201 REMOVE PEDESTRIAN SIGNAL ASSEMBLIES EACH 4 $ 1 80.00 $ 720.00 $ 198.00 $ 792.00 $ (72.00)
680.82250508 REMOVE AND STORE PEDSTRIAN POLE EACH 2 $ 1 ,000.00 $ 2,000.00 $ 342.00 $ 684.00 LOW $ 1,316.00
D
680.82250801 REMOVE TRAFFIC SIGNAL PULLBOXES EACH 1 $ 1 ,000.00 $ 1,000.00 $ 1,076.00 $ 1,076.00 $ (76.00)
680.90920008 ELECTRIC METER SOCKET, 200 AMP, SINGLE PHASE, 240/120VOLT W/ BYPASS SWITCH FOR SIGNAL INSTALLATIONS EACH 2 $ 5 00.00 $ 1,000.00 $ 992.00 $ 1,984.00 HIGH $ ( 984.00)
680.9402 METER PAN EACH 4 $ 1 ,000.00 $ 4,000.00 $ 992.00 $ 3,968.00 $ 3 2.00
680.9499 INSTALL ELECTRICAL DISCONNECT/GENERATOR TRANSFER SWITCH EACH 2 $ 5 00.00 $ 1,000.00 $ 1,179.00 $ 2,358.00 HIGH $ ( 1,358.00)
680.950106 ELECTRICAL SERVICE CABLE 1 WIRE 6 GAUGE LF 275 $ 5.00 $ 1,375.00 $ 4.00 $ 1,100.00 $ 2 75.00
680.95110001 FURNISH AND INSTALL ELECTRIC SERVICE METER PEDESTAL EACH 4 $ 5 ,000.00 $ 20,000.00 $ 3,730.00 $ 14,920.00 LOW $ 5,080.00
680.99 PERFORMANCE CONCRETE QUALITY ADJUSTMENT QU 1 $ 10.00 $ 10.00 $ 10.00 $ 10.00 $ -
685.0101 WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 15 MIL LF 1,000 $ 0.25 $ 250.00 $ 4.00 $ 4,000.00 HIGH $ ( 3,750.00)
685.0201 YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES - 15 MIL LF 1,000 $ 0.25 $ 250.00 $ 4.00 $ 4,000.00 HIGH $ ( 3,750.00)
685.1102 WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MIL LF 710 $ 2.00 $ 1,420.00 $ 4.00 $ 2,840.00 HIGH $ ( 1,420.00)
685.1202 YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MIL LF 5,025 $ 2.00 $ 10,050.00 $ 2.00 $ 10,050.00 $ -
685.3104 WHITE EPOXY REFLECTORIZED PAVEMENT SPECIAL STRIPES -20 MIL PORTABLE/HAND APPLICATION LF 10,940 $ 3.00 $ 32,820.00 $ 4.00 $ 43,760.00 HIGH $ (10,940.00)
685.3404 WHITE EPOXY REFLECTORIZED PAVEMENT SYMBOLS -20 MIL PORTABLE/HAND APPLICATION EACH 10 $ 5 00.00 $ 5,000.00 $ 300.00 $ 3,000.00 LOW $ 2,000.00
697.03 FIELD CHANGE PAYMENT DC 590,000 $ 1.00 $ 5 90,000.00 $ 1.00 $ 590,000.00 MAJOR $ -
698.04 ASPHALT PRICE ADJUSTMENT DC 12,500 $ 1.00 $ 12,500.00 $ 1.00 $ 12,500.00 $ -
698.05 FUEL PRICE ADJUSTMENT DC 12,500 $ 1.00 $ 12,500.00 $ 1.00 $ 12,500.00 $ -
699.040001 MOBILIZATION LS 1 $ 495,400.00 $ 4 95,400.00 $ 571,000.00 $ 571,000.00 MAJOR $ (75,600.00)
I, representing MJ Engineering, Architecture, Landscape Architecture, and Land Surveying, P.C., acting on behalf of the City of Schenectady, hereby
certify that this contract was bid in accordance with the applicable competitive bidding procedures and all Federal and State rules and regulations Sub-Total: $12,878,868.47 $ 14,972,174.00
pursuant thereto, and that this tabulation includes all bids received at the public bid opening held at the City of Schenectady, 105 Jay Street,
Schenectady, NY 12305 for a contract in the City of Schenectady for the project identified as PIN 1761.69 Craig Street Pavement and Bridge Rounded: $12,879,000.00 116%
Rehabilitation.
Signature: February 5, 2026
Brian J. Cooper, P.E. Vice President Date
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February 5, 2026
Christopher Wallin, P.E. – City Engineer
City Engineer’s Office
105 Jay Street
Schenectady, New York 12305
Re: PIN 1761.69
Craig Street Pavement and Bridge Rehabilitation
City of Schenectady
Funding Review
Mr. Wallin,
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MJ Engineering, Architecture, Landscape Architecture, and Land Surveying, P.C. (MJ) has
reviewed the low bid received on January 21, 2026 for the above-referenced contract. Table
F
1 shows the current TIP construction funding broken down by source and agency
contribution. Table 2 shows the anticipated updated construction funding that will be
requested to cover the low bid funding amount broken down by source and agency
contribution. The construction inspeAction funding, in the amount of $745,000, is not
expected to change and therefore, is not included in the tables below.
RTABLE 1
CURRENT TIP FUNDING FOR CONSTRUCTION ONLY
TOTAL PER
FEDERAL CITY STATE
FUNDING SOURCE
D
CMAQ $ 2,303,000 $ 577,000 - $ 2,880,000
STBG LG URB $ 5,160,000 $ 323,000 $ 968,000 $ 6,451,000
STATE - - $ 2,818,000 $ 2,818,000
TOTAL PER AGENCY $ 7,463,000 $ 900,000 $ 3,786,000 $ 12,149,000
TABLE 2
ADDITIONAL TIP FUNDING REQUEST FOR CONSTRUCTION ONLY
TOTAL PER
FEDERAL CITY STATE
FUNDING SOURCE
CMAQ $ 2,303,000 $ 577,000 - $ 2,880,000
STBG LG URB $ 6,188,000 $ 387,000 $ 1,160,000 $ 7,735,000
STATE - - $ 4,358,000 $ 4,358,000
TOTAL PER AGENCY $ 8,491,000 $ 964,000 $ 5,518,000 $ 14,973,000
ADD’L FUNDING REQUEST $ 1,028,000 $ 64,000 $ 1,732,000 $ 2,824,000
Represents additional funding request
21 Corporate Drive 518.371.0799 Fishkill, NY
Clifton Park, NY 12065 mj@mjteam.com Levittown, NY
m5j7team.com Picatinny, NJ
Melbourne, FL

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PIN 1761.69 – Craig Street Pavement and Bridge Rehabilitation – Funding Review
February 5, 2026
Page 2 of 2
The Congestion Mitigation and Air Quality (CMAQ) grant funds are capped, and no revisions
will be requested. For the CMAQ portion, 80% of the funds will be covered by federal funding
sources and 20% will be covered by the City of Schenectady. The Surface Transportation
Block Grant (STBG) Large Urban (LG URB) funds can be revised. 80% of the funds are
covered by federal funding sources, 5% is covered by the City of Schenectady, and 15% is
covered by the NYSDOT.
Prior to bidding the project, there was a known deficit of $731,826 between the available
funding and the Engineer’s Estimate (EE). NYSDOT and the City of Schenectady agreed that
the request to revise the funding amount would be submitted after bids for construction
were received in order to minimize the number of additional funding requests.
T
The comparison between the Engineer’s Estimate (EE) and the low bid received from Carver
Construction, Inc. in the amount of $14,972,174.00 has been broken down in Table 3 by
F
funding source. The funding for the highway portion of work (estimated by MJ) is to be
covered by federal sources, the City of Schenectady, and NYSDOT. The funding for the
bridge portion of work (estimated by the NYSDOT) is to be covered entirely by NYSDOT.
A
TABLE 3
ENGINEER'S ESTIMATE (EE) VS. LOW BID
R DIFFERENCE
EE LOW BID DEFICIT ($)
(%)
HIGHWAY (LOCAL) $ 9,722,000 $ 10,614,418 $ 892,418 9%
BRIDGE (STATE) $ 3,158,000 $ 4,357,756 $ 1,199,756 38%
D
TOTAL $12,880,000 $14,972,174 $2,092,174 *
* Does not include the $731,826 funding deficit between the EE and the project funding,
when added, totals $2,824,000.
Based on a review of the bids, the majority of the discrepancies in unit pricing are in relation
to the bridge rehabilitation work, as well as the excavation and utility work. The complexity
of the bridge superstructure link slab installation and the short duration of the allowed long-
term lane closures on I-890 for this work, may have contributed to the inflated bid prices
for the bridge rehabilitation work. Additionally, due to the numerous underground utilities
within the project area and the staged construction, the excavation and utility work is
expected to be tedious and time consuming, which could be a factor in the escalated bid
prices.
Sincerely,
Brian J. Cooper, P.E.
Principal, Senior Vice President of Transportation Engineering
58

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CITY COUNCIL
SCHENECTADY, NEW YORK
RESOLUTION NO.
Councilmember offered the following:
A Resolution Authorizing the Issuance of Revocable Permit No.
692 to Riggi & Co. LLC for Awnings That Will Overhang the
City’s Right-of-Way at 156 Barrett Street, Schenectady, N.Y.
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WHEREAS, Riggi & Co. LLC would like to install Awnings that will overhang the
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City’s right-of-way at 156 Barrett Street, Schenectady, New York; and
WHEREAS, the City Engineer recommends the issuance of a permit for the awnings;
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and
WHEREAS, said revocable permit shall be subject to standard conditions that include,
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but are not limited to, the required indemnification of the City for any and all lawsuits stemming
from the installation of these items, securing and maintaining liability and casualty insurance,
and the maintenance of the encumbrance on City property; and
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WHEREAS, said permit shall be subject to revocation at the discretion of the City
Engineer:
NOW THEREFORE BE IT,
RESOLVED, that the City Engineer is hereby authorized to issue Revocable Permit
No. 692 to Riggi & Co. LLC for a sign that will overhang the City’s right-of-way at 156 Barrett
Street, Schenectady, New York. Subject to such terms, conditions and restrictions as may be
justified in his expert professional opinion to safeguard the interests of the City.
Approved as to form this
___ day of February 2026.
__________________________
Maxine L. Barasch, Esq.
Corporation Counsel
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CITY COUNCIL
SCHENECTADY, NEW YORK
RESOLUTION NO.
Councilmember offered the following:
A Resolution Authorizing the Issuance of Revocable Permit No.
693 to Sweet Sprig LLC for a Sign & Awning That Will
Overhang the City’s Right-of-Way at 166 Jay Street,
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Schenectady, N.Y.
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WHEREAS, Sweet Sprig LLC would like to install a sign & awning that will overhang
the City’s right-of-way at 166 Jay Street, Schenectady, New York; and
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WHEREAS, the City Engineer recommends the issuance of a permit for the sign and
awning; and
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WHEREAS, said revocable permit shall be subject to standard conditions that include,
but are not limited to, the required indemnification of the City for any and all lawsuits stemming
from the installation of these items, securing and maintaining liability and casualty insurance,
and the maintenance of the encumbrance on City property; and
D
WHEREAS, said permit shall be subject to revocation at the discretion of the City
Engineer:
NOW THEREFORE BE IT,
RESOLVED, that the City Engineer is hereby authorized to issue Revocable Permit
No. 693 to Sweet Sprig LLC for a Sign & Awning that will overhang the City’s right-of-way at
166 Jay Street, Schenectady, New York. Subject to such terms, conditions and restrictions as
may be justified in his expert professional opinion to safeguard the interests of the City.
Approved as to form this
___ day of February 2026.
__________________________
Maxine L. Barasch, Esq.
Corporation Counsel
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