[PAGE 1] SCHENECTADY CITY COUNCIL COMMITTEE AGENDA for Monday, February 9, 2026 5:30 p.m. Room 110 The Council President reserves the right to add or delete any agenda item prior to Committee Meeting. Public Safety Lease-Purchase Agreement for 1 Rosenbauer Cobra MM Tower Aerial and 2 Rosenbauer Derek Gugumuck / 1 Commander Pumpers for the Fire Department Chief Burns Government Operations 1 CPH - Chapter 183 of the Schenectady City Code Entitled "Nuisances" Maxine Barasch City Development & Planning 1 Resolution to Support Retree Schenectady Alexandria Carver Authorize the Issuance of Revocable Permit No. 692 to Riggi & Co. LLC for Awning that Will 2 Chris Wallin Overhang the City's Right-of-Way on the Face of the Building at 156 Barrett Street Authorize the Issuance of Revocable Permit No. 693 to Sweet Sprig LLC for a Sign & Awning 3 Chris Wallin that Will Overhang the City’s Right-of-Way on the Face of the Building at 166 Jay Street ABAC – for the “Craig Street Pavement and Bridge Rehabilitation” to Carver Construction Inc. 4 Chris Wallin in the total amount of $14,972,174.00 Authorize the Mayor, or his designee, to enter into a Supplemental Agreement #2 with New 5 York State Department of Transportation (NYSDOT) for the Pedestrian Improvements, PIN Chris Wallin 1760.95 CR – Commemorating 100 years From Reconstruction to Now: The Legacy of Black Leadership 6 Kim Wiggins from Reconstruction to Present Finance 1 Discussion – Contract Negotiation for Firefighters Gary McCarthy 1 [PAGE 2] CITY OF SCHENECTADY (518) 382-5195 NEW YORK OFFICE OF THE CITY COUNCIL Room 107, City Hall, Jay Street SCHENECTADY, NEW YORK 12305 MEDIA ADVISORY CONTACT: City Council For Immediate Release (518) 382-5195 Monday, February 2, 2025 PRESS RELEASE Schenectady City Council to Hold a Special Meeting WHEN: Monday, February 9, 2026 at 5:30 p.m. WHERE: City Hall, 105 Jay Street, Room 110, Schenectady, New York 12305 DETAILS: The City Council will convene a special meeting to review and discuss items requiring consideration and determination at the upcoming Council meeting scheduled for the same night. The Council and Committee meetings are broadcast LIVE to: Spectrum CHANNEL 1303, 1302, 1303 Verizon FiOS CHANNEL 36, 37, and 38 You can also view the meeting LIVE at: http://www.openstagemedia.org/ (On the home page, select Government from the play window.) or https://www.youtube.com/channel/UC8MFSmjoh6WMTUga_rhpzag WHO: Schenectady City Council For more information please contact: Samanta R. Mykoo, City Clerk (518) 382-5195 Ekram J. Phanisnaraine, Deputy City Clerk (518) 382-5089 -30- 2 [PAGE 3] City of Schenectady Legislative Request Form COMMITTEE ASSIGMENT: DATE: 1/15/2026 TO: City Council FROM: Commissioner of Finance - Derek Gugumuck SUBJECT: Lease-Purchase agreement for 1 Rosenbauer Cobra MM Tower Aerial and 2 Rosenbauer Commander Pumpers for the Fire Dept. TO BE PLACED ON COUNCIL AGENDA OF.;....:- =1/=20=/2;;;..;;;0=26"------ Background Information: The Schenectady Fire Dept requires replacement of 1 Aerial Platform Fire Apparatus and 2 Pumper Truck Fire Apparatus's for the Fire Department. Evaluation/Analysis: The City has determined that the acquisition of the equipment described in the lease-purchase agreement between the City and Leasing 2, Inc. is imperative. It is proposed that the City utilize the Escrow discount financing option number 1 for this acquisition. The equipment shall be used exclusively for essential governmental functions and shall not be used for private business purposes. Delivery of vehicles is estimated to occur in the first quarter of 202 8. Recommendation: We recommend that the City of Schenectady enter into a contract, and any other required documents, with Leasing 2, Inc., subject to the terms and conditions the Corporation Counsel deems necessary. LEGISLATION WILL BE PREPARED BY Corporation Council 3 [PAGE 4] LEASE FINANCING PROPOSAL Requested by Garrison Fire & Rescue Corp. Phil D'Angelo Representing G rosenbauer Presented To (As Lessee) City of Schenectady, NY Proposal Date: January 15, 2026 Equipment Description: (2) Rosenbauer Commander Pumpers and (1) Rosenbauer Mid Mount Tower Aerial Commencement Date: February 1, 2026 Oiition 1 Oetion 2 Equipment Cost $4, 189,759 $4, 189.759 Escrow Discount: ~254,GJ~ ~254 6~~ Amount Financed: $3,935,126 $3,935, 126 Lease Term: 5 Years 6 Years First Payment Date: 6/'oi2028 5'1!2027 Payment Frequency: Semi-Annual Semi-Annual Interest Rate: 4.98% 4.98% PC11yment Amount: $362,819.71 S310,921 32 Total Payments: $3,959,890 $3.aso,9n Wrthout Balloon Balloon: $1,271,673 $1,271,673 Balloon Due Date: 10/1/2033 10/1/2033 Truck funds available after February 1, 2028 to cover escrow discount (24 months) Escrow discount is a conservative estimate based on today's rate and delivery schedule. Final amount will be determined at closing. Qua!lllcatlons: 1. Pricing: This is a lease proposal tor the payment stream(s) indicated above. If any of the infonnalion identified above are not correct, please advise us so that we can determine if a new proposal is required. Other important elernenls of !his proposal are: a) Rate Exolra!ion. Signing this proposal does not in itself Jock in your rate. This lease must be credit approved, contracts properly signed, and the lease funded by leasing 2 withifl thirty days from the date of this proposal to protect the rates quoted. b) ClosI ng Costs: There will be no ui>-front costs or any kind charged by Lessor including closing costs, points, administrative costs, etc. Your attorney may charge you to review the lease documents and complete the opinion letter required with our lease documentation. c) Fixed Rates: Rates are fixed for the entire tenn. 2. Tvpe of Lease: This is a lease-purchase type of financing. Alter all the lease payments are made, Lessee will own the equipment without further cost. 3. financial Reporting. All city, coonty and tax dfstricts {lndue amount in this oposal shaft remain fwm for a penod ol 30 da from the dale ot same. Quantity Description Price Price (Extended) I One (1) Rosenbauer Aerial, complete with Rosenbauer Commander chassis and 1 $2.002,4 71.00 $2,002,471.00 Rosenbauer Cobra PlatfollTI per attached spec1ficat1ons. TOTAL $2,002,471.00 NOTES: Rosenbauer Dealer : Garrison Fire & Rescue Corp. ~a-:> Salesperson: Signature:!/~- p Purchaser: City of Schenectady Print Name: Title: Dat.e I Signature: 5 [PAGE 6] \,. PURCHASE ORDER Purchaser SUPPLIER Purchaser: City of Schenectady Contract# Sourcewell Contract#: 113021-RSD Address 1: 105 Jav St. Suopller: Rosenbauer South Dakota, LLC Address 2: Room 105 Address 1: 100 3rd Street Citv, State, Zip: Schenectadv. N.Y. 12305 Address 2: City, Sta1e, Zip: Lyons, SD 57041 ._I I I 'Celivery In Calendar Daye, Purchase Order Number: fffflot-4M~,._,.,_oCOnkitt 900 Date: I 9124/2025 I I Member#! 109286 The amounl In lhis proposal shaN remari fllTll for a pet1()(I OI 30 days from the oale of S."1110. I Quantitv Description Price Price (Extended) Two (2) Rosenbauer Pumpers, complete with Rosenb"'uer Commander chassis per 2 $1,093, 644 .00 $2, 187,288.00 attached specifications. I TOTAL $2,187.288.00 I NOTES: Rosenbauer Dealer : Garrison Fire & Rescue Corp. -- Pait·~ Salesperson: Signature: ~-- l Purchaser: City of Schenectady Print Name: I Tiiie: l Date Signature: I 6 [PAGE 7] Financing provided by: Leasing 2, Inc. Contact: Brad Meyers Phone: 813-258-9888 x12 Date: January 15, 2026 Email: bmeyers@leasing2.com Web: www.leasing2fire-ems.com REQUEST TO PROCEED: When you .are ready to proceed with Leasing 2 towards finalizing this lease financing arrangement, please indicate so by signing below and completing the requested Information. We will immediately email you our application. Thank you for your confidence and consideration. Proposal date: Januaiy 15, 2026 Option Chosen: _ _ _ (where applicable) Upcoming Governing Body meeting dat11 for lease approval:- - - - ------- - - City of Schenectady, NY Name of Lessee Authorized Signature Date Printed Name 01 Authorized Signature Title Contact Name (If Different Than Contact Phone Authorized Signature) Last month of your budget year?_ _______ Contact E-Mail Address Please complete the above information and fax or email all pages of the proposal to 813-258-93331 bmeyers@leasing2.com ~ ASSO<:!ATI0.'1 l'Oll ~LEASING 2 C:CH"ER!'.'MENTAL LliASISG &. FINA '\'t:I·. ·"'*Important: A Resolution will be required with the lease contract** In the event that you require board action to sign this proposal, please call us so that we may forward the preferred form for the meeting. Are you ready to move forward with Leasing 2? Here Is a quick overview of our process 1. Signed Proposal -When you are ready to move forward with Leasing 2, email a scan of the completed and signed proposal back to Leasing 2. 2. Credit Application -A credit application and request for current financial reports will be emailed to the designated contacts upon receipt of the signed proposal. The credit application should be completed and returned promptly _to protect ~our quoted interest rates. Credit approval usually comes within a few days receipt of the completed credit application. 3. Financing Agreement -Once credit approval is accomplished, the financing agreement will be emailed for review and signature. Once the contracts are signed and returned, we are ready for closing. 7 [PAGE 8] CITY OF SCHENECTADY LEGISLATION REQUEST FORM COMMITTEE ASSIGNMENT: DATE: December 11, 2025 TO: COUNCILMEMBERS FROM: Maxine Barasch, Corporation Counsel SUBJECT: An Ordinance Amending Chapter 183 of the Schenectady City Code Background Information: Article 222 of the New York State Penal Law now governs offenses relating to Cannabis. Schenectady City Code Chapter 183 currently states Article 221 as the Section of the Penal Law governing offenses involving marijuana. The Schenectady City Code should be amended to mirror the updates within the New York State Penal Law. Also, this section of the code should be amended to include all violations under New York State laws. Evaluation/Analysis: The following amendments are recommended for Chapter 183: Section 183-1(B)(1)(b) is to be amended to recite as follows: Article 222 of the Penal Law (offenses involving marijuana) Section 183-1(B)(3)(f) is to be amended to recite as follows: Any other violation under the New York State Law and under the City Code of Schenectady Section 183-2(A) is to be amended to delete the repeated word “In.” Recommendation: Consider the legislation. LEGISLATION WILL BE PREPARED BY: Law Dept. 8 [PAGE 9] T CITY COUNCIL SCHENECTADY, NEW YORK F Councilmember Offered the Following: An Ordinance to amend Chapter 183, of the Schenectady City Code to reflect the updates in the New York State Penal Law. A 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 York State Penal Law. Section 2. Section 183-1(B)(1) of the Schenectady City Code is amended as follows: R Article I. Nuisance Abatement Section 183-1. Legislative findings; nuisances enumerated; abatement. A. Declaration of legislative findings. D (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 9 [PAGE 10] 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 publTic 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: F (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). (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). A (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 (sexual 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) SectionRs 170.65 and 170.70 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. (n) Article 158 of the Penal Law, (welfare fraud). (o) Article 178 of the Penal Law (criminal diversion of prescription medications and Dprescriptions). (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. 10 [PAGE 11] (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 Tof 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. F 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 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. A § 183-2Powers of Mayor with respect to public nuisances. A. In in the event that a licensee does 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 shaRll be entitled to be 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. 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 Dauthorized: (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 11 [PAGE 12] 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 deTlivery, 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. F (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 used in conducting or maintaining the public nuisance, shall not be a defense by such owners, lessors and lessees, mortgagees and such other persons. A 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. 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 DepartmenRt are authorized to 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 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 Dthe 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, 12 [PAGE 13] 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 andT 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. F 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. Section 3: This Ordinance shall take effect immediately Approved as Form A __day December 2025 ___________________ Maxine Barasch, Esq. R Corporation Counsel New language is underlined. D 13 [PAGE 14] CITY OF SCHENECTADY LEGISLATION REQUEST FORM COMMITTEE ASSIGNMENT: Development and Planning DATE: 12/30/2025 TO: COUNCILMEMBERS FROM: Alexandria Carver, Director of Development SUBJECT: Resolution to support Retree Schenectady Background Information: ReTree Schenectady is applying to National Grid for participation in the “10,000 Trees…And Growing!” Tree Planting Reimbursement Program. This program provides reimbursement funding for eligible tree planting projects that advance environmental sustainability and urban forestry goals. ReTree Schenectady’s application seeks to include trees planted through 2030, located in neighborhoods within the City of Schenectady As part of the application requirements, National Grid requires a formal resolution from the City acknowledging municipal support and confirming jurisdiction over the planting locations. Urban tree planting contributes to improved air quality, mitigation of urban heat island impacts, enhanced stormwater management, and neighborhood beautification. ReTree Schenectady has been an ongoing partner in advancing these objectives through coordinated planting efforts and community engagement throughout the City. Evaluation/Analysis: Adoption of this resolution demonstrates the City’s support for continued urban forestry investment and affirms that proposed planting sites are located within City neighborhoods and municipal jurisdiction. This action enables ReTree Schenectady to pursue reimbursement funding without requiring the commitment of City funds. 14 [PAGE 15] Recommendation: It is recommended that City Council adopt a resolution supporting ReTree Schenectady’s application to National Grid’s “10,000 Trees…And Growing!” Tree Planting Reimbursement Program. LEGISLATION WILL BE PREPARED BY_____________________ 15 [PAGE 16] SAMPLE ACCEPTABLE RESOLUTIONS A resolution in one of the appropriate forms provided below must be passed at an official meeting of the governing body of the applicant and a copy attached to this application. The resolution must be typed on the applicant’s official stationery and should hold the official seal. The name of the applicant must be stated as it is recorded in the incorporation documents. Use the appropriate phrase in bold or brackets, depending on whether the applicant is a not-for-profit corporation or municipality, respectively: A: MUNICIPAL RESOLUTION I, (name) ,[the duly elected and qualified secretary] OR [the duly qualified and acting clerk] of the (municipality) of (place), New York, do hereby certify that the following resolution was adopted at a (regular) (special) meeting of the (governing body) held on (date), and is [incorporated in the original minutes of said meeting] OR [on file and on record], and that said resolution has not been altered, amended or revoked and is in full force and effect. RESOLVED: That (name), as (title) of (municipality) is hereby authorized and directed to file an application for contributory reimbursement funds as part of the “10,000 Trees…And Growing!” tree planting program, and upon approval of said request, to enter into and execute a project agreement with National Grid for such financial contribution to this municipality. (Signature of Secretary) (Signature of Clerk) Seal of Organization Seal of Municipality Date: ___________________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B: MUNICIPAL ENDORSEMENT- USE WHEN APPLICANT IS A NOT-FOR-PROFIT ORGANIZATION Resolution No.: ________________ WHEREAS, ReTree Schenectady is applying to National Grid for the “10,000 Trees…And Growing!” tree planting reimbursement program to include trees planted through 2030 and to be located in neighborhoods of the City of Schenectady, sites located within the territorial jurisdiction of this (Board, Council or Legislature); and WHEREAS, as a requirement under the rules of these programs, said not-for-profit corporation must obtain the “approval/endorsement of the governing body of the municipality in which the project will be located”, 16 [PAGE 17] NOW, THEREFORE, be it resolved by this august body that the (Board, Council or Legislature) of (municipality) hereby does approve and endorse the application of ReTree Schenectady to apply for contributory reimbursements under the “10,000 Trees…And Growing!” program for a project known as Schenectady Neighborhood Tree Planting and located within this community. Date of Adoption _____________________________ Certification by Clerk ___________________________________________ 17 [PAGE 18] Legislative Request Form DDEEPPAARRTTMMEENNTT OOFF EENNGGIINNEEEERRIINNGG CHRISTOPHER WALLIN, P.E., CITY ENGINEER COMMITTEE ASSIGNMENT: DATE: February 9, 2026 TO: City Council FROM: Christopher R. Wallin, P.E., City Engineer SUBJECT: Authorize the Issuance of Revocable Permit No. 692 to Riggi & Co. LLC for Awning that Will Overhang the City’s Right-of-Way on the face of the building at 156 Barrett Street Schenectady, New York TO BE PLACED ON COUNCIL AGENDA OF: February 9, 2026 Background Information: Riggi & Co. LLC would like to install awnings that will overhang the City’s right-of-way on the face of the building at 156 Barrett Street Schenectady, New York. Evaluation/Analysis: Attached please find the Revocable Permit Application for awnings that will overhang the City’s right-of-way on the face of the building at 156 Barrett Street Schenectady, New York. Recommendation: Authorize the Issuance of Revocable Permit No. 692 to Riggi & Co. LLC for Awnings that Will Overhang the City’s Right-of-Way on the face of the building at 156 Barrett Street Schenectady, New York LEGISLATION WILL BE PREPARED BY: Engineering CRW: cd 18 [PAGE 19] 19 [PAGE 20] 20 [PAGE 21] 21 [PAGE 22] 22 [PAGE 23] 23 [PAGE 24] 24 [PAGE 25] Legislative Request Form DDEEPPAARRTTMMEENNTT OOFF EENNGGIINNEEEERRIINNGG CHRISTOPHER WALLIN, P.E., CITY ENGINEER COMMITTEE ASSIGNMENT: DATE: February 9, 2026 TO: City Council FROM: Christopher R. Wallin, P.E., City Engineer SUBJECT: Authorize the Issuance of Revocable Permit No. 693 to Sweet Sprig LLC for a Sign & Awning that Will Overhang the City’s Right-of-Way on the face of the building at 166 Jay Street Schenectady, New York TO BE PLACED ON COUNCIL AGENDA OF: February 9, 2026 Background Information: Sweet Sprig LLC would like to install a sign and awning that will overhang the City’s right-of- way on the face of the building at 166 Jay Street Schenectady, New York. Evaluation/Analysis: Attached please find the Revocable Permit Application for the sign and awning that will overhang the City’s right-of-way on the face of the building at 166 Jay Street Schenectady, New York. Recommendation: Authorize the Issuance of Revocable Permit No. 693 to Sweet Sprig LLC for a Sign & Awning that Will Overhang the City’s Right-of-Way on the face of the building at 166 Jay Street Schenectady, New York LEGISLATION WILL BE PREPARED BY: Engineering CRW: cd 25 [PAGE 26] 26 [PAGE 27] 27 [PAGE 28] 28 [PAGE 29] 29 [PAGE 30] 30 [PAGE 31] 31 [PAGE 32] Legislative Request Form DDEEPPAARRTTMMEENNTT OOFF EENNGGIINNEEEERRIINNGG CHRISTOPHER WALLIN, P.E., CITY ENGINEER COMMITTEE ASSIGNMENT: DATE: February 9, 2026 TO: City Council FROM: Christopher R. Wallin, P.E., City Engineer SUBJECT: Award Bid and Contract for the “Craig Street Pavement and Bridge Rehabilitation” to Carver Construction Inc. in the total amount of $14,972,174.00. TO BE PLACED ON COUNCIL AGENDA OF: February 9, 2026 Background Information: 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 improvements to the Craig Street corridor between Albany Street and Main Street. The first step was the 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. Evaluation/Analysis: The Engineering Department solicited and received bids for the “Craig Street Pavement and Bridge Rehabilitation” project. A low bid was received on January 21, 2026, from Carver Construction Inc. in the amount of $14,972,174.00. Financing for this project is to be paid through a combination of Federal, State and Local funds. Recommendation: Authorize the Mayor to enter into a contract with Carver Construction Inc. for the “Craig Street Pavement and Bridge Rehabilitation” in the amount of $14,972,174.00. LEGISLATION WILL BE PREPARED BY: Engineering CRW: cd 32 [PAGE 33] 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 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 $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 CY $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 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 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 3 3 Signature______________________ [PAGE 34] 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 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 $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 QU $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 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 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 3 4 Signature______________________ [PAGE 35] 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 $3,008.00 $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 $2,500.00 120 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 $700,000.00 126 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 1035 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 $24,896.00 140 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 3 5 Signature______________________ [PAGE 36] 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 $1,299.00 $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 $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 $84,000.00 176 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 9 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 $3,600.00 190 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 3 6 Signature______________________ [PAGE 37] 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 $28,875.00 220 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 $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 EA $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 62 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 1 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 3 7 Signature______________________ [PAGE 38] 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 $6,075.00 268 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 $13,950.00 274 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 LS $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 $64,000.00 288 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 $98,000.00 296 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 3 8 Signature______________________ [PAGE 39] 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 $19,200.00 318 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 $39,000.00 324 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 D&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 $22,059.00 338 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 $36,800.00 346 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 3 9 Signature______________________ [PAGE 40] 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 $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 $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 $37,800.00 390 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 $3,000.00 396 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 $23,000.00 404 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 4 0 Signature______________________ [PAGE 41] 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 $2,640.00 432 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 $3,900.00 438 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 EA $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 4 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 $720.00 460 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 4 1 Signature______________________ [PAGE 42] 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 $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 $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 TOTAL PROPOSED BID: $14,972,174.00 $15,423,000.00 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 10 of 10 4 2 Signature______________________ [PAGE 43] 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 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 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 Architecture, Landscape Architecture, and Land Surveying, P.C. C&S Engineers Nicole Dzuba 01/15/2026 09:05 AM EST Syracuse New York 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 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 43 Page 7 of 9 [PAGE 44] 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 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 Construction Corp. Creighton Manning Shelly Johnston 12/29/2025 03:17 PM EST Albany New York Engineering & Surveying, PLLC 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 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 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 44 Page 8 of 9 [PAGE 45] 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 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 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 Company, Inc. Atlantic Testing Eric M. Van Alstyne 12/23/2025 11:30 AM EST Clifton Park New York Laboratories, Limited Freyssinet Charles Washburn 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 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 45 Page 9 of 9 [PAGE 46] An official website of New York State. Here's how you know Select Language Powered by Translate New York State Contract Reporter  Colleen Davignon  Search ads... agency admin SCHENECTADY, CITY OF Contracting Opportunities << Home | All Open Opportunities | Ad details | Interested bidders Interested bidders (Download CSV) 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. 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 46 1/13 [PAGE 47] 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 Bob Camadine Schupp's Line 25 Walker Albany Ne Construction NYS Way Certified WBE/DBE Chris Alfano Jarvus 632 N 2nd St Unit #555 Philadelphia Pe Innovations LLC 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 47 2/13 [PAGE 48] 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 American Suite 185 Hamilton Ne Construction Metro Blvd Network Damaris Corona- LiRo-Hill 3 Aerial Way Syosset Ne 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 48 3/13 [PAGE 49] 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 Deb Baran Dodge 300 American Hightstown Ne Construction Metro Blvd Network deva deva acd New York New York Ne 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. 49 4/13 [PAGE 50] 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 C Fred Mastroianni FCM Engineering, 156 Spring Scotia Ne PLLC Road Gabriel Hanoufa Carver 2170 River Rd Coeymans Ne Construction Gayathri Prithiviraj DevCare 579 Executive Westerville Oh Solutions Ltd Campus Drive, Suite 370 50 5/13 [PAGE 51] 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 Jayalakshmi Loganathan Dodge Data & 4300 Beltway Ste 150 Arlington Te Analytics Place Joann Sykes Watson Bowman 95 Pineview 95 Amherst Ne Acme Corp Drive Pineview Drive Joe Campbell Indexing 973 5th St Elko Ne Solutions 51 6/13 [PAGE 52] 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 JP Das School Wholesale 2120 NASHVILLE Te Supplies LLC Donelson Pike Nashville, TN 37210 Kelly Schultz W.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 52 7/13 [PAGE 53] 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 Drive Matt Tozzi Rifenburg 129 Defreest Troy Ne Construction, Inc. Drive Meghan Dougherty COEXCEL 120 Hawley Binghamton Ne SOLUTIONS LLC St. Michael Roche MOTT 40 La Riviere Suite 203 Buffalo Ne MACDONALD Drive 53 8/13 [PAGE 54] 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 Muzzafar Hussain Total Bid Data 48 Wall Street Suite 1100 New York Ne Corp Niko Degonza 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 54 9/13 [PAGE 55] 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. Rob Cartwright MJ Engineering, 21 Corporate null Clifton Park Ne Architecture, Drive, Clifton Landscape Park, New Architecture, and York Land Surveying, P.C. 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. 55 10/13 [PAGE 56] 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 Dr Stacey Cleary FPT Infrastructure 401 Old US 52 null Mount Airy No South Ca Steven Crawford Patriot Shotcrete 9 Veronica Somerset Ne Ave Thomas Craparo Avello Asphalt & 141 Daley Poughkeepsie Ne Construction Road Corp. 56 11/13 [PAGE 57] 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 Tom Magill DiKat, Inc 7397 Taft Park East Syracuse Ne Drive Tom Zheng 11427725 Canada 2349 Grand Oakville On Inc. Oak Trail wh aaaatoh zoo yes ny Ne Zubia Mallick Techno Consult, 5 Suite 150 Princeton Ne Inc. Independence Way 57 12/13 [PAGE 58] New York State Contract Reporter Site Links My Opportunities All Open NYSCR Ads NYS Business Registry Edit My Profile Public Information Contact Us Accessibility Policies and Disclaimers State Resources VendRep System Empire State Development Contracts Systems Statewide Financial System NY Small Business AgenciesApp DirectoryCountiesEventsProgramsServices 58 13/13 [PAGE 59] 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 Mr. Wallin, MJ Engineering, Architecture, Landscape Architecture, 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. Two (2) bids were received, which are tallied in order as follows: BIDDER BID ($) Carver Construction, Inc. $ 14,972,174.00 James H. Maloy, Inc. $ 15,423,000.00 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 m5j9team.com Picatinny, NJ Melbourne, FL [PAGE 60] 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 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, Brian J. Cooper, P.E. Principal, Senior Vice President of Transportation Engineering Attachments: Bid Verification 60 [PAGE 61] 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 $ 102,627.00 206.05 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 $ 7,246.40 209.1003 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 $ 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 10840 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 QU 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 61 Printed on 2/5/2026 1 of 9 176169_Craig Street_Bid Verification.xlsx [PAGE 62] 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 $ 7,000.00 604.301772 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 $ - $ 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 $ 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 316 316 $ 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 SY 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 62 Printed on 2/5/2026 2 of 9 176169_Craig Street_Bid Verification.xlsx [PAGE 63] 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 $ - $ 81,700.00 $ 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 $ 10,800.00 670.1306 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 $ 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 1 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 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 $ 23,000.00 680.621945 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 63 Printed on 2/5/2026 3 of 9 176169_Craig Street_Bid Verification.xlsx [PAGE 64] 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 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 64 Printed on 2/5/2026 4 of 9 176169_Craig Street_Bid Verification.xlsx [PAGE 65] 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 $ 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 EACH 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) 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 TON 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) 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) 65 Printed on 2/5/2026 5 of 9 176169_Craig Street_Bid Verification.xlsx [PAGE 66] 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 $ 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 LS 1 $ 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) 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 SY 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) 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) 66 Printed on 2/5/2026 6 of 9 176169_Craig Street_Bid Verification.xlsx [PAGE 67] 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 $ 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 CY 550 $ 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 $ 13,754.00 611.17 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 LF 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) 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) 67 Printed on 2/5/2026 7 of 9 176169_Craig Street_Bid Verification.xlsx [PAGE 68] 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 $ 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 EACH 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 $ 71,079.00 663.243003 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 EACH 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) 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) 68 Printed on 2/5/2026 8 of 9 176169_Craig Street_Bid Verification.xlsx [PAGE 69] 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 $ 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 EACH 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) 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 EACH 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 $ 1,316.00 680.82250801 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 69 Printed on 2/5/2026 9 of 9 176169_Craig Street_Bid Verification.xlsx [PAGE 70] 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, 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 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 inspection funding, in the amount of $745,000, is not expected to change and therefore, is not included in the tables below. TABLE 1 CURRENT TIP FUNDING FOR CONSTRUCTION ONLY TOTAL PER FEDERAL CITY STATE FUNDING SOURCE 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 m7j0team.com Picatinny, NJ Melbourne, FL [PAGE 71] 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. The comparison between the Engineer’s Estimate (EE) and the low bid received from Carver Construction, Inc. in the amount of $14,972,174.00 has been broken down in Table 3 by funding source. The funding for the highway portion of work (estimated by MJ) is to be covered by federal sources, the City of Schenectady, and NYSDOT. The funding for the bridge portion of work (estimated by the NYSDOT) is to be covered entirely by NYSDOT. TABLE 3 ENGINEER'S ESTIMATE (EE) VS. LOW BID DIFFERENCE EE LOW BID DEFICIT ($) (%) HIGHWAY (LOCAL) $ 9,722,000 $ 10,614,418 $ 892,418 9% BRIDGE (STATE) $ 3,158,000 $ 4,357,756 $ 1,199,756 38% 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 71 [PAGE 72] Legislative Request Form DDEEPPAARRTTMMEENNTT OOFF EENNGGIINNEEEERRIINNGG CHRISTOPHER WALLIN, P.E., CITY ENGINEER COMMITTEE ASSIGNMENT: DATE: February 9, 2026 TO: City Council FROM: Christopher R. Wallin, P.E., City Engineer SUBJECT: Authorize the Mayor, or his designee, to enter into a Supplemental Agreement #2 with New York State Department of Transportation (NYSDOT) for the Pedestrian Improvements, PIN 1760.95 TO BE PLACED ON COUNCIL AGENDA OF: February 9, 2026 Background Information: In late 2017 New York State issued a Local Call for Projects under their Pedestrian Safety Action Plan (PSAP). The City of Schenectady was listed on this solicitation as a Focus Community and thus was entitled to a percentage of the Regions total funding. This program focuses specifically on the improvement of signalized and uncontrolled intersections and crossings. To that end the City applied for the upgrades and improvements to 10 select signalized intersections in and around the greater downtown area. Many of these intersections have had pedestrian accident history which we are looking to reduce or eliminate in the future with these improvements. The improvements provide updated Walk indications where needed, countdown timers, latching pedestrian buttons, High visibility crosswalk markings as well as retiming of signals for both pedestrians and coordination of signals with modern controller & communication interfaces. In addition, all non- compliant handicapped ramps will be upgraded to current standards with the strict understanding that sidewalk improvements are prohibited from eligibility. Evaluation/Analysis: The City successfully bid and awarded the construction phase of this project to Callanan Industries, Inc. with construction inspection that was provided by Barton & Loguidice, DPC. The attached agreement with the NYSDOT is to adjust the contract to reflect cost of construction, construction inspection, and correct errors from the previous agreement. This will allow the City to receive Federal and State reimbursement for all eligible project costs as detailed in the Schedule A. Recommendation: Authorize the Mayor, or his designee, to enter into a Supplemental Agreement #2 with New York State Department of Transportation (NYSDOT) for the Pedestrian Safety Improvements, PIN 1760.95 LEGISLATION WILL BE PREPARED BY: Engineering CRW: cd 72 [PAGE 73] 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. This amends the existing Agreement between the parties in the following respects only: Amends a previously adopted Schedule A by (check as applicable): amending a project description amending the contract end date amending the scheduled funding by: adding additional 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 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): 73 [PAGE 74] 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 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 Schenectady Marchiselli Eligible Yes No 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” 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) 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 74 [PAGE 75] 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 Total FEDERAL Cost $2,286,419.00 Total STATE Cost $ 0.00 SFS TOTAL CONTRACT AMOUNT $2,286,419.00 D. Point of Contact for Questions Regarding this Name: Robin Guarneri Schedule A (Must be completed) Phone No: 518-457-0785 See Agreement (or Supplemental Agreement Cover) for required contract signatures. 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 • • 75 • [PAGE 76] • • 76 [PAGE 77] CITY OF SCHENECTADY LEGISLATION REQUEST FORM COMMITTEE ASSIGNMENT: DATE: February 06, 2026 TO: COUNCIL-MEMBERS FROM: Council Member Wiggins SUBJECT: From Reconstruction to Now: The Legacy of Black Leadership from Reconstruction to Present Background Information: 100 Year Celebration Evaluation/Analysis: Commemorating 100 Years: Reconstruction Then and Now The commemoration supports the city’s commitment to honoring cultural heritage and promoting inclusive governance. It aligns with broader goals related to education, community development, and historical preservation. It reinforces the city’s dedication to truth telling transparency and strengthening trust between residents and local governments. Recommendation: To present at the NAACP Event On the 28th Day of February 2026 at 2 p.m. LEGISLATION WILL BE PREPARED BY: Law 77