SPEC 2025-04-02 Repair and Preventive Maintenance of the Albany Parking Garages Specifications.pdf

PROJECT MANUAL & SPECIFICATIONS

REPAIR AND PREVENTIVE MAINTENANCE � 2025

OF THE

THE ALBANY PARKING AUTHORITY

PARKING GARAGES

GREEN & HUDSON PARKING GARAGE

RIVER FRONT PARKING GARAGE

QUACKENBUSH PARKING GARAGE

Albany, New York

April 2nd, 2025

Owner:

The Albany Parking Authority

25 Orange Street

Albany, NY 12207

BY:

145 Main St. 2nd Floor

Hackensack, NJ 07601

201.488.7144 www.OandSassociates.com

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 01 10 - 1

ALBANY PARKING AUTHORITY GARAGES TABLE OF CONTENTS

REPAIR AND PREVENTIVE MAINTENANCE - 2025

of the

ALBANY PARKING AUTHORITY

PARKING GARAGES

Albany, New York

TABLE OF CONTENTS

Advertisement for Bids

PROPOSAL REQUIREMENTS:

Instruction to Bidders

Bid Form

Non-Collusive Proposal Certificate

Contractor�s Qualification Statement and Questionnaire

Unit Quantity Work

Project Forms

Form of Agreement � AIA Document A701

Supplement to the General Conditions

Non-Collusive Bidding Certification

Five Year Corrective Certificate

Performance Bond Information Form

City Minority and Women Participation Requirement Forms

Prevailing Wage Rates

TECHNICAL SPECIFICATIONS:

DIVISION 1 � GENERAL REQUIREMENTS

Section 01 11 00 Summary of Work

Section 01 20 00 Measurement & Payment

Section 01 26 00 Contract Modifications

Section 01 29 76 Applications for Payment

Section 01 31 13 Project Coordination

Section 01 32 33 Photographic Documentation

Section 01 33 00 Submittal Procedures

Section 01 45 00 Reference Standards

Section 01 42 19 Quality Control

Section 01 45 23 Testing Services

Section 01 50 00 Temporary Facilities and Controls

Section 01 60 00 Product Requirements

Section 01 73 00 Execution

Section 01 73 29 Cutting and Patching

Section 01 74 19 Construction Waste Management & Disposal

Section 01 77 00 Closeout Procedure

Section 01 78 33 Bonds

Section 01 78 36 Warranties

Section 01 78 39 Project Record Documents

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 01 10 - 2

DIVISION 2 � EXISTING CONDITIONS

Section 02 41 19 Selective Demolition

DIVISION 3 � CONCRETE

Section 03 01 30.71 Concrete Rehabilitation

Section 03 24 00 Fibrous Reinforcing

Section 03 30 00 Cast-In-Place Concrete

Section 03 30 00.01 Polymer Modified Concrete

DIVISION 4 � MASONRY

Section 04 01 20 Unit Masonry Rehabilitation

Section 04 05 15 Masonry Mortaring

Section 04 21 13 Brick Masonry

DIVISION 5 � METALS

Section 05 50 00 Metal Fabrications

DIVISION 7 � THERMAL AND MOISTURE PROTECTION

Section 07 18 16 Vehicular Traffic Coatings

Section 07 62 00 Sheet Metal Flashing & Trim

Section 07 90 00 Joint Protection

DIVISION 9 � FINISHES

Section 09 90 00 Painting & Coating

Section 22 14 00 Facility Storm Drainage

DIVISION 22 � DRAINAGE

Section 22 14 00 Facility Storm Drainage

DIVISION 26 � ELECTRICAL

Section 26 05 00 Common Work Results for Electrical

DIVISION 32 � EXTERIOR IMPROVEMENTS

Section 32 12 16 Asphalt Paving

Section 32 17 23 Pavement Markings

LIST OF DRAWINGS

Part A � Green & Hudson

SK-1 - Partial Depth Repair Detail

SK-2 � Overhead Slab Repair Detail

SK-3 - Overhead Beam Repair Detail

SK-4 - Wall Repair Detail

SK-5 - Column Repair Detail

SK-6 - Traffic Bearing Waterproofing Membrane Detail

SK-7 - Crack/Construction/Cove Joint Repair Detail

SK-8 - Asphalt Paving Repair Detail

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 01 10 - 3

Part B � Riverfront

SK-1 - Partial Depth Repair Detail

SK-2 � Topping Repair at Girder Detail

SK-3 - Precast Tee Stem Repair Detail

SK-4 - Tee Flange Soffit Spall Repair Detail

SK-5 - Ledge Beam Repair Detail

SK-6 - Wall Repair Detail

SK-7 - Curb Reinstallation Detail

SK-8 - Asphalt Paving Repair Detail

SK-9 - Crack/Construction/Cove Joint Repair Detail

SK-10 - Traffic Bearing Waterproofing Membrane Detail

Part C � Quackenbush

SK-1 - Double Tee Flange Repair Detail

SK-2 � Concrete Wash Repair Detail

SK-3 - Perimeter Wash Repair Detail

SK-4 - Tee Flange Soffit Spall Repair Detail

SK-5 - Ledge Beam Repair Detail

SK-6 - Column/Wall Repair Detail

SK-7 - Brick Replacement Detail

SK-8 - Mortar Joint Repair Detail

SK-9 - Sidewalk Repair Detail

SK-10 - Chemical/Epoxy Grout Injection Detail

SK-11 - New Drain at Storage Room Detail

SK-12 - Window and Door Sealant Detail

SK-13 - Crack/Construction/Cove Joint Repair Detail

SK-14 - Traffic Bearing Waterproofing Membrane Detail

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 01 10 .1 - 1

ALBANY PARKING AUTHORITY PARKING GARAGES ADVERTISEMENT FOR BIDS

ADVERTISEMENT FOR BIDS

Sealed bids for the Repair and Preventive Maintenance- 2025 of the Albany Parking Authority Garages will be received by the Albany Parking Authority, in the office of the Authority, 25 Orange Street, Albany, NY 12207-

2224 until May 5th, 2025 at 2 P.M. at which time they will be publicly opened and read aloud. Bidder bears the risk of late delivery. Any bids received after the stated time will be returned unopened.

There will be a mandatory pre-bid in-person meeting held on April 22nd, 2025 @ 10:00 A.M. Bidders must confirm their attendance for this meeting by emailing Stephanie Wright at swright@parkalbany.com by April

21st, 2025 at 2 P.M.

Project involves the following tasks (the �Project�): Partial Depth Concrete Slab Repairs, Vertical/Overhead

Concrete Repairs, Stone Curb Removal & Replacement, Brick Masonry Replacement/Repointing, New

Traffic Bearing Waterproofing Membrane, New Two-Part Polyurethane Sealant, Downspout Replacement, Metal Flashing Repairs, New Window Perimeter Sealant, New Drains & Drainpiping, Routing and Sealing

Wall Cracks, Epoxy Injections, Asphalt Repairs, New Egress Signage/Lighting, Cleaning and Painting Steel

Angles and Sprinkler Pipes, and New Stair Enclosure Panels & Sealants.

The anticipated schedule for this procurement is as follows:

Issue RFP.......................................................................................................................................Friday April 4th, 2025

RSVP for Pre-bid Meeting ....................................................................................Monday, April 21st, 2025 @ 2 P.M.

Mandatory Pre-Bid Mtg ...............................................................................Tuesday, April 22nd, 2025 @ 10:00 A.M.

Location: Albany Parking Authority

25 Orange Street, Albany, NY 12207

Questions Submitted to the Authority .....................................................................Friday, April 25th, 2025 @ 2 P.M.

Q&A Distributed ..................................................................................................................Tuesday, April 29th, 2025

Proposals Due ...........................................................................................................Monday, May 5th, 2025 @ 2 P.M.

Bid Opening ........................................................................................................Monday, May 5th, 2025 @ 2:30 P.M.

Substantial Completion Date ...................................................................................Wednesday, December 31st, 2025

Prevailing Wages. This project shall be performed in accordance with Article 8 of the New York Labor, including the payment of Prevailing Wage Rates for the State of New York. The project is located within the

Albany County. See enclosed wage rates for use on this project.

Only those Contractors who have demonstrated past experience on parking garage rehabilitation projects in the last five years shall be considered a qualified bidder for this Project. A minimum of five (5) references are required in order to be considered a qualified bidder for this Project. All Bidders shall submit the fully completed �Contractor�s Qualification Statement and Questionnaire� included in the Project Manual with the submission of their bids in order to verify the qualifications.

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 01 10 .1 - 2

ALBANY PARKING AUTHORITY PARKING GARAGES ADVERTISEMENT FOR BIDS

Sealed bids shall be addressed to the Albany Parking Authority, 25 Orange Street, Albany, NY 12207-2224

Attn: Mr. Sean Palladino, Executive Director. The outer envelope should clearly indicate: �Repair and

Preventive Maintenance � 2024 of the Albany Parking Authority Garages�

Contract documents may be obtained electronically from the Albany Parking Authority office, email

SPalladino@ParkAlbany.com or Phone (518) 434-8886.

Construction documents will be available for review at the Albany Parking Authority.

The successful bidder must post a performance and payment bond in a sum equal to 100 percent of the contract price and with a bonding company acceptable to the Albany Parking Authority, upon execution of the contract for the Project. The Albany Parking Authority reserves the right to reject any or all bids and to waive any informalities therein. The Albany Parking Authority may extend the time and place for the opening of the bids from that described in this advertisement, with not less than two calendar days� notice by certified delivery, facsimile machine, or other electronic means to those bidders receiving plans.

END OF ADVERTISEMENT FOR BIDS

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 21 13 - 1

ALBANY PARKING AUTHORITY PARKING GARAGES INSTRUCTION TO BIDDERS

SECTION 00 21 13 - INSTRUCTIONS TO BIDDERS

Owner: Albany Parking Authority 25 Orange Street, Albany, NY 12207

Engineer: O&S Associates, Inc.

145 Main St.

2nd Floor Hackensack, NJ 07601

Project: Repair and Preventive Maintenance � 2025 of the Albany Parking Authority Garages.

GENERAL

1.1 RELATED DOCUMENTS

A. The following list composes the Contract Documents:

1. Invitation to Bid (Section 00 11 16)

2. Instructions to Bidders (Section 00 21 13)

3. Bid Form (Section 00 41 13)

4. Agreement Form (AIA A101)

5. General Conditions (AIA A201)

6. Supplementary Conditions (Section 00 73 00)

7. General Requirements (01 00 00)

8. Technical Specifications

9. Drawings

B. Proposals to be entitled to consideration must be made in accordance with the following instructions:

1. Owner reserves right to award contract in their best interests; to reject any and all Bids;

to waive any informalities in Bidding when such waiver is in the best interest of the Owner; and to hold Bids, which shall remain in force and effect, not less than ninety (90) days after date for receipt of Bids.

2. By submitting a Bid, Contractor acknowledges that they has visited the site, examined work areas, understands site constraints, project permit requirements, scope of work and specifications for the project. Any deviations, discrepancies and omissions from drawings and specifications or site conditions found during bidding different from those described in the contract documents (Drawings and Specifications) shall be brought to the attention of the Engineer for immediate resolution and to send written instructions to all bidders.

Neither Owner nor Engineer will be responsible for any oral instructions. Lack of such notification to the Engineer will indicate that the bidder considers the documents to be sufficiently complete to prepare a bid for complete installation including all necessary accessory parts.

3. The drawings and specifications shall be considered to be cooperative and anything appearing in the specifications which may not be indicated on the plans, or vice versa, shall be considered as part of the contract and must be executed by the contractor the same as though indicated by both.

4. Before submitting a proposal, bidders should carefully examine the drawings and specifications: Check all schedules, visit the site, fully inform themselves as to all

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 21 13 - 2

existing conditions and limitations and shall include in the proposal a sum to cover the cost of all items included in that part.

5. Any addenda issued during the time of bidding shall be taken into account in preparing proposals, and shall become a part of the contract documents.

6. Wherever in the contract documents, a particular article, material, device, form of construction, fixtures, etc., is shown or specified, such article, material, device, form of construction, fixture, etc., shall be known as standard. All PROPOSALS SHALL BE BASED ON STANDARDS SPECIFIED, and where two or more are named, bidders may bid on any so named. The Contractor is responsible for any extra cost due to changes required by substitutions or selection of any other than the first named product. Alternates for bid items are not allowed unless approved by the Engineer prior to Bidding.

7. The Bid Form shall contain a construction sequence conforming to contract documents identifying beginning and completion of construction activities. The sequence shall indicate winter mobilization and spring mobilization, as required.

8. The Contractor shall obtain Bonds, Permits and Certificate of Insurance(s) as required by the contract documents.

9. Bidders should be aware time, as well as money, is of the essence and both shall be considered during bid evaluation.

10. Costs for developing any Proposal shall be the sole responsibility and shall be incurred at the sole risk of the Bidder, whether or not any award results from this solicitation. The Authority will not be responsible for any such costs or expenses incurred by Bidders under any circumstance.

11. Oral, telephone, facsimile or telegraphic modifications to a Proposal will not be accepted.

1.2 REQUIREMENTS

A. Non-collusion statement. Pursuant to Public Authority Law §2878, each Bidder must complete the below �NON-COLLUSION PROPOSAL CERTIFICATE PURSUANT TO NEW YORK STATE PUBLIC AUTHORITY LAW § 2878� and submitted with the bidder�s response to this

RFP.

B. Prevailing Wages. Contractor acknowledges that this is �public work� as such term is defined by Article 8 of the New York Labor Law, and that all labor will be paid at Prevailing Wages in accordance with the Prevailing Wage Schedule (�PWS�) provided by Owner. Contractor warrants that it shall comply with all relevant legal requirements, including but not limited to the required submission and retention of certified payroll records by Contractor and any of Contractor�s subcontractors. The PWS is fully incorporated into this Agreement as if attached hereto.

C. Bidder Responsibility. Pursuant to State Finance Law §§139-j and 139-k, this request for proposals (�RFP�) includes and imposes certain restrictions on communication between the Albany Parking Authority (�Authority�) and an Offeror/bidder during the procurement process.

An Offeror/bidder is restricted from making contacts from the earliest notice of intent to solicit offers (in this instance, the release of this RFP) through final award and approval of the resultant contract by the Authority (�restricted period�) to other than designated individuals unless it is a contact that is included among certain statutory exceptions set forth in State Finance Law §139-j(3)(a). Only email inquiries are allowed. The designated individuals for this RFP is Sean

Palladino, Associate Director of the Authority at SPalladino@ParkAlbany.com. Authority employees are also required to obtain certain information when contacted during the restricted period and make a determination of the responsibility of th

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 21 13 - 3

e Offeror/bidder pursuant to these two statutes. Certain findings of non-responsibility can result in rejection for contract award and in the event of two findings within a 4 year period, the Offeror/bidder is debarred from obtaining governmental Procurement Contracts. Additionally, the above law requires certain affirmations to be provided to the Authority by bidders and that certain provisions be contained within any contract/award resulting from this RFP. Specifically, the following forms/information is provided:

1. The Authority must obtain from all Offerors the required affirmation (�Compliance with NYS Finance Law §139-j�) of understanding and agreement to comply with procedures on procurement lobbying restrictions regarding permissible Contacts in the restricted period for a procurement contract in accordance with State Finance Law §§139-j and 139-k. The affirmation is provided below and must be completed and returned to the Authority when submitting a bid.

2. The Authority must include a disclosure request (�Offeror Disclosure of Prior Non-

Responsibility Determinations�) regarding prior non-responsibility determination in accordance with State Finance Law §139-k in its solicitation of proposals or bid documents or specifications or contract documents, as applicable, for procurement contracts. The required form is provided below and is to be completed and returned to the Authority when submitting a bid.

3. The Authority must obtain from all Offerors a required certification (�Bidder

Certification�) that the information is complete, true and accurate regarding any prior findings of non-responsibility, such as non-responsibility pursuant to State Finance Law §139-j. The Offeror must agree to the certification and provide it to the procuring Government Entity. This certification is provided below and must be completed and returned to the Authority when submitting a bid.

4. New York State Law §139-k(5) provides that every procurement contract award subject to the provisions of State Finance Law §§139-k and 139-j shall contain a provision authorizing the Authority to terminate the contract in the event that the certification is found to be intentionally false or intentionally incomplete. An example of such language is provided below:

The Authority reserves the right to terminate this contract in the event it is found that the certification filed by the Offeror in accordance with New York State Law §139-k was intentionally false or intentionally incomplete. Upon such finding, the Authority may exercise its termination right by providing written notification to the Offeror in accordance with the written notification terms of this contract.

1.3 BID SUBMITTALS:

A. BID Forms shall be made upon the form provided in the Project Manual, and all blank spaces shall be fully filled; numbers shall be stated both in writing and figures; the signature shall be in long hand; and the completed form shall be without interlineations, alteration or erasure.

B. Submission:

1. Bid Forms in triplicate shall be addressed to and delivered to in care of

The Albany Parking Authority 25 Orange Street, Albany, NY 12207

ATTN: Mr. Sean Palladino Executive Director no later than Monday, May 5th, 2025 at 2 P.M. The following shall be noted on the outside of the sealed envelope: �Repair and Preventive Maintenance � 2025 of the Albany Parking Authority Garages.�

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 21 13 - 4

C. Each proposal shall be properly signed as follows:

1. When a CORPORATION, with the name of the corporation, signature of an officer or other person properly authorized to enter into obligations for it and their title.

2. When a PARTNERSHIP, with name of partnership and signature of one of the partners.

3. When SOLE PROPRIETORSHIP, with their signature.

1.4 PRE-BID MEETING:

A. A mandatory Pre-bid conference will be held at:

1. Date: Tuesday, April 22nd, 2025

2. Time: 10:00 A.M.

3. Location: Albany Parking Authority

25 Orange Street, Albany, NY 12207

Note: All bidders to confirm Pre-bid Meeting attendance by April 21st, 2025, at 4

P.M. Confirmations to be sent to Sean Palladino via email.

TO: SPalladino@ParkAlbany.com

B. The successful Contractor, prior to start of work, shall submit a schedule of activities for each day during the entire repair period for approval by Owner and Engineer.

1.5 SCHEDULE OF CONSTRUCTION:

A. The successful Contractor, prior to start of work, shall submit a schedule of activities for each day during the entire repair period for approval by Owner and Engineer.

1.6 QUESTION AND ANSWER PERIOD:

A. Questions must be submitted to the Authority via email by Friday, April 25th, 2025, at 2 P.M. to SPalladino@ParkAlbany.com

B. Answers will be distributed on Tuesday, April 29th, 2025

1.7 STARTING AND COMPLETION TIME:

A. Work shall start within ten days after the notification of the award of the Contract.

B. Substantial completion date shall be honored on or before Wednesday December 31st, 2025.

C. Bid Proposal shall include estimate of number of consecutive calendar days needed to complete the project.

1.8 MISCELLANEOUS:

A. All (local, state, and federal) laws, codes, ordinances, and regulations pertaining to this class or type of construction shall be obeyed in regard to preparation of bids, letting of contracts, and complete installation of work.

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 21 13 - 5

1.9 CONSTRUCTION CONTRACT ADMINISTRATION:

A. Successful bidders shall furnish to the Engineer, at the time of signing the Contract, the following:

1. List of Sub-Contractors

a. Division of Work

b. Amount of Sub-Contract

c. Firm Name

d. Address

e. Telephone Number

f. Representative

2. List of Major Material Suppliers:

a. Division of Work

b. Amount of Material Purchase Order

c. Firm Name

d. Address

e. Telephone Number

f. Representative

3. Contract Cost Breakdown:

a. Shall be provided on AIA Form G-702A.

B. Indemnity and Insurance by the Contractor:

1. The Contractor shall provide insurance to completely indemnify, defend, protect, and save harmless to the full extent of the law, the Owner, the Engineer, and agents and employees of any of them, from any and all losses, liens, claims, suits, judgments, and proceedings of whatever nature arising out of the conduct of the work or performance of this contract.

2. All insurance that will be required to be maintained by the Contractor shall be in the minimum amounts and for the coverage specified herein and with such insurance companies as approved by the Owner. Insurance companies must be licensed to do business in the state of New York.

3. All insurances shall protect the Owner, the Engineer, agents and employees of any of them and the Contractor, and any sub-contractors, from any losses, claims, suits and judgments, from claims set forth below which may arise out of or result from the operations of the Contractor under the Contract and for which the Contractor may be legally liable, whether such operations be by the Contractor, or by a sub- contractor, by anyone directly or indirectly employed by any of them or by anyone for whose acts any of them may be liable:

a. Claims under worker�s compensation, disability benefit, and other similar employee benefit, acts which are applicable to the work to be performed;

b. Claims for damages because of bodily injury, sickness, or disease, or death of the employees of the Contractor;

c. Claims for damages because of bodily injury, sickness, or disease, or death of any person other than the employee of the Contractor;

d. Claims for damages insured by usual personal liability coverage which are sustained (1) by a person as a result of an offense directly or indirectly related to employment of such person by the Contractor, or (2) by another person;

e. Claims for damages, other than to the work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom;

f. Claims for damages because of bodily injury, death of a person or property damage arising out of ownership, maintenance, or use of a motor vehicle; and

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 21 13 - 6

g. Claims involving contractual liability insurance applicable to the obligations of the Contractor under indemnity provisions.

4. The Contractor shall furnish acceptable endorsements for the Following:

a. Worker�s or Workmen�s Compensation:

1) State: Statutory

2) Applicable Federal: Statutory

3) Employer�s Liability: One million ($1,000,000) Dollars.

b. Comprehensive General Liability (including Premises-Operations; Independent Contractor�s Protective; Products and Completed Operations; Broad Form Property Damage; Blanket Contractual Liability; and Personal Injury):

1) Bodily Injury and Property Damage: Single Limit - One Million

($1,000,000) Dollars.

2) Property Damage Liability Insurance shall provide explosion (X), collapse (C), and underground (U) coverage, as applicable.

c. Comprehensive Automobile Liability:

1) Bodily Injury and Property Damage: Single Limit - One Million ($1,000,000) Dollars.

d. Umbrella excess Liability: Four million ($4,000,000) Dollars over Primary Insurance.

5. Certificate of Insurance shall state that they are Primary Insurance, where applicable, and shall name the Owner, Engineer, and agents and employees of any of them, as additional insured. Certificates of Insurance shall state that they shall not be canceled, modified, or changed in status except upon (60) days written notice to all named insured. NO

CONTRACT SHALL BE BINDING UPON THE OWNER, OR WORK

COMMENCED, UNTIL ALL INSURANCE CERTIFICATES HAVE BEEN FILED

WITH AND APPROVED BY THE OWNER, INCLUDING INSURANCE

CERTIFICATES FROM ALL SUB-CONTRACTORS.

C. Application for Payment:

1. The Contractor shall furnish, free of charge, the necessary blank copies of AIA Form G-702 and G-702A for their applications for Payment.

2. Partial payments made as the work progresses shall in no way be considered as an acceptance of any portion of the labor or material embraced in the contract.

3. Material delivered at the site and approved by the Engineer and included in a certified estimate for partial payment shall become the property of the Owner and in no case shall such materials be removed from the site. However, if such material is stolen, destroyed or damaged by casualty before being used, the contractor will be required to replace it at their own expense. Storage of materials shall comply with the manufacturer's instructions or recommendations.

4. The Contractor, upon receipt of payment, shall reimburse each sub-contractor for labor and materials for which the contractor has received payment from the Owner. The contractor, upon receipt of payment, shall pay each material supplier for materials for which the contractor has received payment from the Owner.

5. Contractor's requests for payment shall normally be submitted by the Contractor once a month.

6. During the course of work, a retainage of ten (10%) percent will be withheld from work performed, until the satisfactory completion of all work in the Contract.

7. All materials delivered on the site shall be paid for at the rate of 90 percent of the invoiced value of the material.

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 21 13 - 7

8. During the course of construction, payment on estimates approved by the Engineer and filed with the Owner shall be made within 30 days.

9. Evidence, satisfactory to the Owner, may be required to show that all current obligations relating to the work are satisfied before releasing any payment due on the work. Before payment of the final estimate, each contractor shall file an affidavit with the Owner, stating that monetary obligations relating to lienable items in connection with this work have been fulfilled. When the major portion of the project is substantially completed and occupied, or in use, or otherwise accepted and there exists no other reasons to withhold retainage, the retained percentages held in connection with such portion will be released from escrow and paid to the Contractor, withholding only that amount necessary to assure completion. The balance of funds will be paid to the Contractor within thirty days from the date of completion and after acceptance by the Engineer and Owner. Provided, however, that nothing in this Contract shall be construed to create an obligation or incur a liability against the Owner in excess of the encumbrances issued to support this Contract.

10. Payment for materials stored, but not installed, may require the Engineer to visit the Contractors place of storage for verification of all items on the Contractor's certificate.

They shall certify that the items are in agreement with the specifications, and approved their incorporation into the project.

D. Progress Schedule:

1. The Progress Schedule required by the Owner shall be based on starting construction within 10 days after the notification of the award of the contract and completion of the Project as stipulated in the Contract. After contract is awarded, a meeting shall be held, to be attended by representatives of the General Contractor and all affected Subcontractors, the Engineer, and the Owner's Representative, to work out a definite schedule to be followed for starting and completing each Phase of the work.

1.10 CONTACTS:

A. In order to assist those invited to submit a proposal and their prospective subcontractors, the following sources are available for consultation:

1. Edison Campoverde ECampoverde@oandsassociates.com (201)397-1871

1.11 PERFORMANCE AND LABOR AND MATERIALS PAYMENT BONDS

A. The contractor shall provide Payment and Performance bonds in the amount of 100% of the contract price with a bonding company acceptable to the Albany Parking Authority, upon execution of the contract for the Project. No work shall commence under the contract until proof of the procured Payment and Performance bonds has been delivered to the Authority. Failure of the selected proposer to procure Payment and Performance bonds may, at the election of the Authority, result in the suspension, discontinuance, or termination of the contract.

END OF SECTION

BIDDER'S NAME ___________________________________

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 41 13 - 1

ALBANY PARKING AUTHORITY PARKING GARAGES BID FORM

SECTION 00 41 13 - BID FORM

REPAIR AND PREVENTIVE MAINTENANCE � 2025

OF THE

ALBANY PARKING AUTHORITY GARAGES

Albany, NY 12207

April 2, 2025

TO: The Albany Parking Authority

25 Orange Street

Albany, NY 12207

ATTN: Mr. Sean Palladino

Executive Director

FROM: (Bidder) __________________________________________

(Address) __________________________________________

(City, State, Zip) __________________________________________

Operating as (strike out conditions that do not apply) an individual, a company, a corporation organized and existing under the law of the State of ____________________________, or a proprietorship, a partnership, or joint venture consisting of _____________________. Bidder (is/is not) registered to do business in the State of New York.

The undersigned declares that they have successfully completed projects similar in magnitude, conditions and scope under similar conditions throughout the past 5 years as demonstrated in the attached Qualifications Statement.

The undersigned hereby declares that they have carefully examined all bidding and contract documents, and hereby proposes and agrees to provide all supervision, labor, materials, plant, equipment, transportation and other facilities as necessary and/or required to execute all the work described by the aforesaid documents for the restoration of the referred project, for the lump sum consideration of (sum of all work items base total cost):

__________________________________________________________________ DOLLARS

($______________________________________ Dollars)

The sum of work items above includes all applicable taxes.

REPAIR AND PREVENTIVE MAINTENANCE OF THE 00 41 13 - 2

ALBANY PARKING AUTHORITY PARKING GARAGES BID FORM

Note: Complete all work items, in regard to demolition, removal, installation etc., with proper care to ensure no consequential damage to or marring of the nearby elements, structural or other. Complete the work in a manner acceptable to the owner in order to allow for utilization of the parking deck as needed by the tenants;

as per the submitted and approved phasing plan.

All work items include installation of temporary signs, partitions and barricades around work area, perimeter netting or fencing to meet OSHA safety requirements, temporary shoring/bracing as required for safe prosecution of work, and all labor, materials, equipment, and incidentals necessary to complete the work as shown on plans, as per specifications and directed by the Engineer.

Work Item 1.0 - General Conditions

1.1: Mobilization/Demobilization:

For setting up all necessary protection and facilities required by State laws and City Ordinances, and the general mobilization and demobilization of equipment required for completion of the work and protection all equipment in the work are as per Contract Documents and in accordance with material manufacturers recommendations or work ordered by the Engineer. Work also includes removal and reinstallation of parking space allocation signs as necessary to complete work. (Maximum Allowance for Mobilization and Demobilization is $13,000).

Payment for this work item will be according to the following schedule based on the value of work totally completed and stored to date.

Completed Work Payment

At execution of agreement by all parties��������������..50%

100% Complete������������������������50%

LUMP SUM = $_______________

1.2: Payment and Performance Bond:

Payment and Performance Bonds: This work consists of furnishing a Payment and Performance Bond for 100% of the contract amount.

LUMP SUM = $_______________

SECTION A: GREEN AND HUDSON GARAGE

Work Item 2.0 � Structural Repairs

2.1: Partial Depth Slab Repairs:

This work consists of removing delaminated and unsound concrete with the existing membrane at a partial depth within the concrete slab and replacing it with new. The work consists of the following:

1. Marking out concrete areas to be repaired, with the presence of Engineer in field.

2. Removing the delaminated and unsound concrete by perimeter saw-cutting ½� deep and removing the deteriorated concrete at an average depth of three inches (3�) minimum, without damaging embedded post-tensioning tendons or reinforcement, and ¾� below rebars using 15 lbs chipping jackhammers.

3. Sandblast cleaning the exposed rebars and supplementing with new #4 epoxy coated rebars as shown in the details and as directed by the Engineer in field.

4. Forming, pouring, and wet curing with burlap the new 5,000 psi high strength fiber reinforced

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concrete.

5. Providing tool joints at the perimeter and sealing the joints with joint sealant.

6. Contractor shall exercise extreme care not to damage any tendons or anchors during repair process, any tendons or anchors damaged during construction shall be repaired by the contractor at no additional cost to the owner.

This work also includes installation of temporary signs, partitions and barricades around work area, perimeter netting or fencing to meet OSHA safety requirements, temporary shoring/bracing as required for safe prosecution of work, and all labor, materials, equipment, and incidentals necessary to complete the work as shown on plans and directed by the Engineer.

200 SF x $ ______ /SF = $___________________

2.2: Vertical/Overhead Concrete Repairs:

This work consists of vertical and overhead concrete removal and replacement of the underside of the post tensioned slab, underside and sides of the post tensioned beams, columns, walls, and other concrete elements. This work consists of the following:

1. Marking out concrete areas to be repaired, with the presence of the Engineer in field.

2. Removing delaminated concrete from the underside of the slab or the underside and sides of the post tensioned beams or columns to an average depth of 3� using perimeter saw cutting and chipping hammers to ¾� minimum behind existing reinforcing, without damaging the existing embedded post-tensioning tendons.

3. Sand blast cleaning all exposed reinforcing and supplementing as directed by Engineer in the field.

4. Installing new stainless-steel pins @ 6� O.C. and repairing the area using high strength approved concrete patching material.

5. Contractor shall exercise extreme care not to damage any tendons or anchors during repair process, any tendons or anchors damaged during construction shall be repaired by the contractor at no additional cost to the owner.

This work also includes installation of temporary signs, partitions and barricades around work area, perimeter netting or fencing to meet OSHA safety requirements, temporary shoring/bracing as required for safe prosecution of work, and all labor, materials, equipment, and incidentals necessary to complete the work as shown on plans and directed by the Engineer.

50 SF x $ ______ /SF = $___________________

Work Item 3.0 � Waterproofing & Drainage Repairs

3.1: Traffic Bearing Waterproofing Membrane Replacement:

This work consists of removing and replacing the traffic bearing waterproofing membrane system at select locations. This work consists of the following:

1. Marking out the select replacement areas with the presence of the Engineer in field.

2. Shotblasting/Sandblasting cleaning the floor surface and vertical surfaces at the adjacent walls of any deleterious material.

3. Routing and sealing all control joints, cove joints, and floor cracks greater than 1/16�.

4. Priming the substrate with an approved epoxy-based primer and installing a new 60 mil heavy-duty traffic bearing waterproofing membrane system in strict accordance with manufacturer�s instructions and specifications and as detailed in the plans.

5. Flashing the membrane six inches (6�), minimum, up the adjacent columns and walls with the proper use of cove joints.

6. Overlapping new membrane system for the concrete repair area, six inches (6�) onto the

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surrounding membrane system and terminating waterproofing as required.

7. Cutting reglets at locations where necessary and terminating waterproofing as required.

8. Installing the membrane as one monolithic system with no breaks over the entire area, unless otherwise directed by the engineer.

9. This work items shall include restriping and signage at repair areas to match existing.

Provide all labor, materials, temporary shoring, equipment and incidentals necessary to complete the work as shown on the plans and directed by the Engineer.

Approved Systems: Entire system to be fast cure system with primer and UV stable topcoat.

� �Sikalastic� 720/745 as manufactured by Sika � �Vulkem� 350 NF/950 NF/951NF as manufactured by Tremco � Approved Equal

350 SF x $ ______ /SF = $___________________

3.2: Downspout Replacement @ West Stair Tower:

This work item consists of installing a new downspout at the West Stair Tower of the parking structure.

This work consists of the following:

1. Marking out the new downspout to be installed with the presence of the Engineer in the field.

2. Measuring, cutting and assembling the downspout sections and elbows as necessary.

3. Securing the sections and elbows to the gutter outlet and downspout brackets. This work includes all access necessary to properly secure the new downspout.

4. Ensuring proper drainage and slope.

Provide all labor, materials, temporary shoring, equipment and incidentals necessary to complete the work as shown on the plans and directed by the Engineer.

1 LS x $ ______ /LS = $___________________

3.3: Metal Flashing Repairs @ Stair Tower Façade:

This work item consists of installing a new metal flashing at the base of the window at the exterior façade.

This work consists of the following:

1. Marking out the metal flashing to be installed with the presence of the Engineer in the field.

2. Furnishing and installing new metal flashing to match existing. Install new metal flashing same as existing including cutting reglets as required, securing new metal flashing, and installation of all sealants as required. This work includes all access necessary to properly secure the new metal flashing.

3. Installing new sealant as directed by the Engineer in the field.

Provide all labor, materials, temporary shoring, equipment and incidentals necessary to complete the work as shown on the plans and directed by the Engineer.

10 LF x $ ______ /LF = $___________________

Work Item 4.0 � Miscellaneous Repairs

4.1: On-Grade Asphalt Repairs:

This work consists of full depth replacement of asphalt-on-grade at the lower level of the garage. This work includes saw-cutting along the perimeter of settled and deteriorated asphalt locations determined in the field by the Engineer, removal and disposal of asphalt and gravel, compaction of the soil to a 95% dry density, installation of new gravel bed as detailed and installation of new 4� thick asphalt binder course and 2� thick

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asphalt wear course to match surrounding asphalt elevation. Contractor to provide proper pitch to drains.

Include in this item restriping and signage at repair areas same as existing.

This work includes all labor, materials, equipment, and incidentals necessary to complete the work as shown on plans and directed by the Engineer.

150 SF x $ ______ /SF = $___________________

4.2: Clean & Paint Steel Angles with Stiffeners along Expansion Joint Beams:

This work consists of cleaning and painting the steel angles along the expansion joint beams as marked by the Engineer in the field. This work includes sandblast cleaning/wire brush cleaning angles free of all deleterious material; ensuring capability of existing surface to bond well with new paint - and installing one coat of primer and one coat of UV stable topcoat to exposed steel elements.

Approved Steel Coating Systems:

� Macropoxy 646 Fast Cure & Acrolon 218HS by Sherwin Williams � Chembuild Series 135 and Endura-Shield 73 by Tnemec

This work also includes installation of temporary partitions and barricades around work area, perimeter netting or fencing to meet OSHA safety requirements, temporary shoring/bracing as required for safe prosecution of work, protection of adjacent building walls, doors, and windows and all labor, materials, equipment, and incidentals necessary to complete the work as shown on plans and directed by the Engineer.

LUMPSUM = $___________________

4.3: Egress Signage & Emergency Lighting Repairs:

This work consists of replacing the existing damaged egress signage and lighting inside the parking garage and installing new signage and lighting. The work includes marking out signage and lighting to be replaced as directed by the Engineer in the field. Additional areas to install new lighting and signage will be marked in the field in the presence of the Engineer. Contractor shall use the existing electrical panels to rout any new lighting and signage locations.

This work includes all labor, materials, equipment, and incidentals necessary to complete the work as shown on plans and directed by the Engineer.

20 EA x $ ______ /EA = $___________________

4.4: Electrical Allowance:

This work consists of any necessary mechanical, electrical, and plumbing work/repairs required to perform the work scope as shown on plans, details and as described in the work item descriptions. Work includes de-energizing the areas of work by zone, repairing any existing damaged wiring and conduits within the floor areas, stairwells, etc. and re-energizing the system. Work also includes rerouting any wiring, conduits, piping etc. as required to perform the designed scope of work, and as directed by the Engineer.

Repairs will be paid for on a Time and Materials basis. Provide the following hourly rates for labor including overhead and profit. Provide a percentage mark-up on all materials. All work must be certified by a licensed professional. All locations shall be agreed upon in advance by the Engineer. (Max. Allowance of $ 3,000)

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LUMPSUM = $___________________

SECTION B: RIVERFRONT GARAGE

Work Item 2.0 � Structural Repairs

2.1: Partial Depth Slab Repair:

This work consists of the removal and replacement of the double tee cast-in-place structural topping slab over the double tees and the girders. The areas include spalled areas and heavily scaled areas. This work consists of the following:

1. Marking out repair area location and limits by hammer sounding existing concrete slab floor with Engineer. Provide shoring as directed by Engineer and as detailed.

2. Sawcutting ½� deep along the perimeter of the repair area and remove deteriorated and contaminated concrete using chipping hammers as required to reach a minimum of ¾� behind exposed rebars and to provide level uniform repair cavity of constant depth and square shoulders.

Confirm slab assembly and reinforcement layout in field with Engineer.

3. Cleaning the repair area surface so that it is free of dust, contaminated material, oil, paint, grease, or corrosion deposit in accordance with patch material manufacturer�s requirements.

4. Wirebrush cleaning all exposed reinforcement free of rust and supplementing existing reinforcement as directed in field by Engineer; coating the prepared reinforcing steel with corrosion inhibitor.

5. Installing wire mesh reinforcement or additional reinforcement over floor repair area and installing dowels with epoxy as detailed.

6. Saturating substrate for 2 hours prior to application of repair mortar and scrubbing a thin coat of mixed material thoroughly into the surface to ensure sufficient bonding.

7. Pouring high-strength, fiber-reinforced concrete as per specification requirements.

8. Providing control joints to match existing; providing a ½� tooled joint around perimeter of repairs and seal the joints with sealants. (All Tee-to-Tee joints shall be maintained when placing concrete and contractor shall provide new backer rod and sealant at the Tee-to-Tee joint.)

9. Protecting repair areas while curing in accordance with good concrete practices; completing repair areas to match existing including architectural finish, texture, shape, and elevations.

This work includes all labor, materials, equipment, and incidentals necessary to complete the work as shown on plans and directed by the Engineer.

100 SF x $ ______ /SF = $___________________

2.2: Vertical/Overhead Repairs:

This work consists of partial depth removal of deteriorated and contaminated concrete at vertical and overhead surfaces and patching with polymer modified concrete repair mortar. This work includes, but is not limited to, the following:

1. Marking out repair area location and limits by hammer sound existing concrete overhead surfaces with Engineer, and providing shoring as directed by Engineer.

2. Sawcutting ½� deep along the perimeter of the repair area and removing deteriorated and contaminated concrete using chipping hammers to a depth of 2� or more as required to reach a minimum of ¾� behind exposed rebars and to provide level uniform repair cavity of constant depth and square shoulders. Confirm slab assembly and reinforcement layout in field with Engineer.

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3. Cleaning the repair area surface so that it is free of dust, contaminated material, oil, paint, grease or corrosion deposit in accordance with patch material manufacturer�s requirements.

4. Wirebrush cleaning all exposed reinforcement free of rust; supplementing existing reinforcement as directed in field by Engineer and coating the prepared reinforcing steel with corrosion inhibitor;

installing pins @ 6� O.C. with epoxy around perimeter (min. 4� embedment and 2 per repair area).

5. Saturating substrate for 2 hours prior to application of repair mortar and scrubbing a thin coat of mixed material thoroughly into the surface to ensure sufficient bonding.

6. Placing approved polymer modified repair mortar in accordance with manufacturer�s requirements.

(Areas larger than 5 SF shall be formed and poured.)

7. Protecting repair areas while curing in accordance with good concrete practices; completing repair areas to match existing including architectural finish, texture, shape, and elevations.

This work includes all labor, materials, equipment, and incidentals necessary to complete the work as shown on plans and directed by the Engineer.

100 SF x $ ______ /SF = $___________________

2.3: Remove and Reinstall Stone Curb:

This work consists of removing and reinstalling existing stone curb without damaging existing adjacent sidewalk slab. This work includes removing the existing stone curb without damaging and installing a new concrete setting bed minimum 4� thick on top of compacted subbase and installing stone curb properly including all lines and levels as shown in the details. This work also includes removal of existing asphalt pavement as required to install the curb properly and installing new asphalt pavement same as existing. The adjacent grade shall have a compacted subbase, new dense graded aggregate, and stabilized base course.

The curb reinstallation and pavement section shall match the existing construction.

This work includes all labor, materials, equipment, and incidentals necessary to complete the work as shown on plans and directed by the Engineer.

30 LF x $ ______ /EA = $___________________

Work Item 3.0 � Waterproofing & Drainage Repairs

3.1: New Traffic Bearing Waterproofing Membrane @ Select Joints/Areas:

This work consists of removing and replacing the traffic bearing waterproofing membrane system at select locations along the tee-to-tee joints. This work consists of the following:

1. Marking out the select replacement areas with the presence of the Engineer in field.

2. Shotblasting/Sandblasting cleaning the floor surface and vertical surfaces at the adjacent walls of any deleterious material.

3. Routing and sealing all control joints, cove joints, and floor cracks greater than 1/16�.

4. Priming the substrate with an approved epoxy-based primer and installing a new 60 mil heavy-duty traffic bearing waterproofing membrane system in strict accordance with manufacturer�s instructions and specifications and as detailed in the plans.

5. Flashing the membrane six inches (6�), minimum, up the adjacent columns and walls with the proper use of cove joints.

6. Overlapping new membrane system for the concrete repair area, six inches (6�) onto the surrounding membrane system and terminating waterproofing as required.

7. Cutting reglets at locations where necessary and terminating waterproofing as required.

8. Installing the membrane as one monolithic system with no breaks over the entire area, unless

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other…