Town of Brookhaven Department of

Housing and Community Development

Town Hall ADA Ramp Improvements

Town of Brookhaven Bid Number 26022

Issue Date: June 30, 2026

Technical Questions Due By: July 7, 2026

Due Date & Place July 14, 2026 by 11:00 AM

Division of Purchasing One Independence Hill

Farmingville, New York 11738

Prepared By:

Updated 2/19/26 – 100% (capital)

Intent: The Intent of this Project is to remove and dispose of the existing ramp and install an ADA Compliant Ramp at Town of Brookhaven Town Hall.

TABLE OF CONTENTS

• NOTICE TO BIDDER

• SPECIAL REQUIREMENTS

• PROPOSER INFORMATION

• SCOPE OF WORK

• BID SPECIFICATIONS DESCRIPTIONS (YELLOW PAGES)

• BID – LINE ITEMS

• BID SHEET – LUMP SUM COST

• BID SUBSTITUTIONS

• PRC NUMBER - Link to Prevailing Wage Rate Schedule and Debarred List

• INSTRUCTION TO BIDDERS

• GENERAL CONDITIONS

• CONDITIONS OF CONTRACT

• AFFIDAVIT COMPLIANCE FORMS - REQUIRES SIGNATURE

TOWN OF BROOKHAVEN

SUFFOLK COUNTY, NY

NOTICE TO BIDDERS

Electronic Bids received in BidNet and delivered Sealed Bids will be publicly opened and read aloud at the Brookhaven Town Hall Complex located at One Independence Hill, Farmingville, New York, 11738, 3rd Floor, for the following project on the date as indicated at 11:00 am:

BID #26022

TOWN HALL ADA RAMP IMPROVEMENTS

BID DUE DATE: JULY 14, 2026

Specifications for the above-referenced bid will be available beginning June 30, 2026.

Technical questions and concerns will be expected no later than close of business, July 7, 2026

The Town of Brookhaven is pleased to announce that it now accepts electronic bid submissions through its Website utilizing our new BidNet Direct portal by SOVRA, by the specified due date and time as outlined in the bid document. The website also can be accessed at www.bidnetdirect.com//townofbrookhaven.

Sealed bids also will be accepted if delivered to Town Hall in the prescribed format by the specified due date and time as outlined in the bid document.

Preferred Method

• Access website: www.bidnetdirect.com//townofbrookhaven

• Follow directions to register (if not already registered) and download Bid document.

• Follow directions of how to submit Bid response electronically if preferred to Sealed Bid delivery

Questions must be submitted in writing to Finance Department Purchasing Division to aboland@brookhavenny.gov and pmazzei@brookhavenny.gov .

The Town of Brookhaven reserves the right to reject and declare invalid any or all bids and to waive any informalities or irregularities in the proposals received, if in the best interests of the Town.

The Town of Brookhaven welcomes and encourages minorities and women-owned businesses; veteran owned businesses, HUD Section 3 businesses, etc., to participate in the bidding process.

Further information can be obtained by calling (631) 451-6252

Town of Brookhaven Purchasing Division Tamara Branson, Commissioner

(631) 451-6252 https://gcc02.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.bidnetdirect.com%2Ftownofbrookhaven&data=05%7C02%7Cbhein%40brookhavenny.gov%7C58d660fb86944749ca5f08de966c4f45%7C856ec158f34b4b4f9850b009cdae49fe%7C0%7C0%7C639113589085819402%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C0%7C%7C%7C&sdata=sbaq2iplqb4suyJiGA4joRHN8omBMhtsQ45E0z25hAs%3D&reserved=0 https://gcc02.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.bidnetdirect.com%2Ftownofbrookhaven&data=05%7C02%7Cbhein%40brookhavenny.gov%7C58d660fb86944749ca5f08de966c4f45%7C856ec158f34b4b4f9850b009cdae49fe%7C0%7C0%7C639113589085819402%7CUnknown%7CTWFpbGZsb3d8eyJFbXB0eU1hcGkiOnRydWUsIlYiOiIwLjAuMDAwMCIsIlAiOiJXaW4zMiIsIkFOIjoiTWFpbCIsIldUIjoyfQ%3D%3D%7C0%7C%7C%7C&sdata=sbaq2iplqb4suyJiGA4joRHN8omBMhtsQ45E0z25hAs%3D&reserved=0 mailto:aboland@brookhavenny.gov mailto:pmazzei@brookhavenny.gov

Town of Brookhaven

Bid Number 26022 Special Requirements

1. All questions should be submitted, in writing, to the following Town contacts:

o Amanda Boland, Senior Purchasing Agent aboland@brookhavenny.gov o Patricia Mazzei, Principal Purchasing Agent pmazzei@brookhavenny.gov

2. This project is subject to compliance with Prevailing Wages per NYS Department of Labor (DOL) regulations.

o SECTION 220-I OF THE NYS LABOR LAW REQUIRES THAT THE VENDOR MUST

SUBMIT A COPY OF NYS DOL REGISTRATION CERTIFICATION WITH THEIR

BID.

Failure to submit the required documentation with your proposal WILL result in the immediate disqualification of the submission.

o See page 32 for detail and PRC number and link. Please note the schedule is NOT attached: the information is available by accessing the link provided on page 32.

3. This Project is funded by the Department of Housing and Urban Development Community Development Block Grant and as such is subject to the standards of the granting agency, such as Davis Bacon , MWBE and Section 3 and applicable HUD regulations (now in effect and as may be amended from time to time) (pages 33-94):

a. 24 CFR Part 570- Community Development Block Grants

b. 24 CFR Part 200 – Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards

c. 24 CFR Part 85.36 (Procurement) – Administrative Requirements for Grants and Cooperative Agreements to State, Local and Federally recognized Indian Tribal Governments

d. 2 CFR Part 200.321 – Contracting with Small and Minority Businesses, Women’s Business Enterprises, and Labor Surplus Area Firms

*To view the complete aforementioned Federal Regulations, please visit the Electronic Code of

Federal Requirements website at www.ecfr.gov and see pages 33-94 for compliance requirements*

4. The primary trade classification for this contract is as follows: Laborer. However, the Town reserves the right to approve any trade that it deems applicable and appropriate for the type and scope of work to be performed under the Contract(s).

5. This project requires 5 years of previous experience as it directly relates to the stated SOW.

Documentation must be provided in support of the cited experience.

mailto:aboland@brookhavenny.gov mailto:pmazzei@brookhavenny.gov http://www.ecfr.gov/

6. This project requires compliance with the Town of Brookhaven Apprenticeship Training Program. See pages 105-111 and 143 for compliance requirements.

7. Please provide proof of the firm’s authorization to do business in the State of New York.

Failure to meet these requirements or to submit the required documentation with your proposal may result in the disqualification of the submission

Town of Brookhaven

Bid Number 26022

Proposer Information

Firm:

Street Address:

Town, State, Zip

Telephone:

Fax:

Signature of person authorized to make this proposal and sign contracts as may be required

(Print name) Title

Signature

Contact Name:

Title:

Office Telephone:

Cell Number:

Email Address:

Alternate Contact Name:

Title:

Office Telephone:

Cell Number:

Email Address:

Acknowledgement Receipt of Addenda:

#1

#2

#3

General Requirements

1. The project includes the complete removal and disposal of an existing non-compliant access ramp and the installation of a new approximately 75-foot Americans with Disabilities Act (ADA)-compliant ramp system with 1.5-inch outside diameter (O.D.)

steel railings. The new ramp will be constructed to meet all applicable federal, state, and local accessibility and building code requirements.

2. The work to be done in accordance with these specifications and be as shown on the accompanying plans, details and/or as hereinafter specified.

3. All general work in this Contract shall conform to the Suffolk County Department of Public Works, November 1, 1968 and as amended by Part I, March 1977 Specifications, unless otherwise specified. All bidders shall familiarize themselves with these specifications, standards and all referenced specifications, standards and requirements.

4. The time of substantial completion of the entire contract work shall be forty-five (45) consecutive calendar days from the date of the contractor receives the fully executed contract and purchase order from the Town of Brookhaven. The date of such completion shall be the date of the Certificate of Completion hereinafter specified.

The entire work must be satisfactorily completed so that the project improvements are available to the Town for use. The Owner reserves the right to order the Contractor to suspend operations when, in the opinion of the Engineer improper weather conditions make such action advisable, and to order the Contractor to resume operations when weather and ground conditions permit. The days during which such suspension of work is in force are not chargeable against the specified completion time.

ITEM 1 – BASIC WORK ZONE TRAFFIC CONTROL (26022-001)

The work under this Item shall conform to the applicable requirements of Item 76 of the Suffolk County DPW Contract Specifications and as further modified herein, on the plans and/or as directed by the Engineer.

A. DESCRIPTION

Under this Item the Contractor shall maintain traffic and protect the public from damage to persons and property, within the limits of and for the duration of the Contract, including but not limited to the waterway, public lands, roadways and private property.

B. MATERIALS

All signs, delineation and guiding devices used in maintaining, protecting and controlling traffic shall comply with the New York State Manual of Uniform Traffic Control Devices (NYS MUTCD).

C. METHOD OF MEASUREMENT

The work of maintenance and protection of traffic shall be paid on a monthly basis computed by dividing the lump sum price bid by the contract duration in months. In the event that, in the judgment of the Town, traffic is not properly, safely and/or adequately maintained on any part of the Contract, no payment will be made for that day. The amount of such daily non-payment will be determined by dividing the lump sum amount bid for this Item by the number of calendar days between the date of award and the date of completion as designated by the Proposal without regard to extension of time, with a minimum deduction of $200 per day.

D. BASIS OF PAYMENT

The lump sum unit price bid shall include the cost of furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work.

ITEM 2 – PROJECT SURVEY AND STAKEOUT (26022-002)

Under this Item the Contractor shall do all necessary surveying required to construct all elements of the project as shown on the plans and specified in the proposal and specifications. This shall include but shall not be limited to stake-out, layout and elevations for the pipe and appurtenances as shown and required consistent with the current practices of the Department and shall be performed competently qualified personnel acceptable to the Chief Engineer. The stake-out survey shall proceed immediately following the award of the contract and shall be expeditiously progressed to completion in a manner and at a rate satisfactory to the Chief Engineer. The Contractor shall keep the Engineer fully informed as to the progress of the stake-out survey.

All instruments, equipment, stakes and any other material necessary to perform the work satisfactorily, shall be provided by the Contractor. All stakes used shall be of a type approved by the Engineer. It shall be the Contractor’s responsibility to maintain these stakes in their proper position and location at all times.

C. CONSTRUCTION DETAILS

1. The Contractor shall trim trees, brush and other interfering objects, not inconsistent with the plans, from survey lines in advance of all survey work to permit accurate and unimpeded work by their stake-out survey crews and the Departments’ cross-section survey crews. The location and length shown on the plans for pipe and structural plate culverts shall be considered to be approximate. The ordered length of culverts will be determined by the Engineer after the Contractor accurately stakes the proposed culvert in the planned location as approved by the Engineer and after appropriate and necessary engineering study. The exact position of all work shall be established from control points, base line transit points or other points of similar nature and/or modified by the Engineer. Any error, apparent discrepancy or absence in or of data shown or required for accurately accomplishing the stake-out survey shall be referred to the Engineer for interpretation or furnishing when such is observed or required.

2. The Contractor shall place two offset stakes or references at each center line station, or as ordered by the Engineer and at such intermediate locations as the Engineer may direct. From computations and measurements made by the Contractor, these stakes shall be clearly and legibly marked with the correct center line, station number, offset and cut or fill so as to permit the establishment of the exact center line location and elevation during construction. If markings become faded or blurred for any reason the markings shall be restored by the Contractor at the request of the Engineer. They shall locate and place all cut, fill, slope, fine grade or other stakes and points, as the Engineer may direct for the proper progress of the work. All control points shall be properly guarded and flagged for easy identification.

3. Drainage structures shall be staked out by the Contractor at the locations and elevations shown on the plans or ordered by the Engineer. The Contactor shall also accurately establish the center line of bearings for bridge abutments and piers, by setting special hubs or references points as directed by the Engineer, so located and protected to insure their remaining undisturbed until such time as they are no longer needed. The Contractor shall accurately mark the location of anchor bolts to be installed, establish the elevations of bearing surfaces and check bearing plates to insure installation at their exact elevation. Before the erection of structural steel is started the Contractor shall verify by accurate field measurements the locations, both vertically and horizontally, of all bearings and shall assume full responsibility for the fabricated structural steel fitting the substructure as constructed.

4. All required Rights-Of-Way (ROW) and easement limits shall be established, staked and referenced by the Contractor concurrent with the construction stake-out survey.

5. Reference points, base lines, stakes and bench marks for borrow pits shall be established by the

Contractors.

6. Permanent Survey Marker locations shall be established and referenced by the Contractor as required.

7. The Contractor shall be responsible for the accuracy of their work and shall maintain all reference points, stakes, etc. throughout the life of the contract. Damaged or destroyed points, benchmarks or stakes, or any reference points made inaccessible by the progress of the construction shall be replaced or transferred by the Contractor before they are damaged or destroyed. All control points shall be referenced by ties to acceptable objects and recorded. Any alterations or revisions in the ties shall be so noted and the information furnished to the Engineer immediately. All stake-out survey work shall be referenced to the center line shown on the plans.

All computations necessary to establish the exact position of the work from control points, shall be made and preserved by the Contractor. All computations, survey notes and other records necessary to accomplish the work shall be neatly made. Such computations, survey notes and other records shall be made available to the Engineer upon request and shall become the property of the County and delivered to the Engineer not later than the date of the acceptance of the Contract.

8. The Engineer may check all or any portion of the stake-out survey work or notes made by the

Contractor. Any necessary correction to the work shall be made immediately by the Contractor.

Such checking by the Engineer shall not relieve the Contractor of any responsibilities for the accuracy or completeness of their work.

9. Prior to the final cross-section survey of the project by the Engineer, the Contractor shall re-establish base line points and stationing, as well as any necessary bench marks as required by the Engineer.

10. The Contractor will not be required or permitted to take the preconstruction or final cross-sections that are used for payment purposes.

11. During the progress of the construction work, the Contractor will be required to furnish all of the surveying and stake-out incidental to the proper location by line and grade for each phase of the work. For paving and any other operation requiring extreme accuracy, the Contractor will re-stake with pins or other acceptable hubs located directly adjacent to the work at a spacing directed by the Engineer.

D. METHOD OF MEASUREMENT

The quantity to be paid for under this Item shall be on a Lump Sum basis, in accordance with the plans, specifications and as directed by the Engineer.

E. BASIS OF PAYMENT

The lump sum price bid shall include the cost of furnishing all labor, materials, equipment and incidentals to satisfactorily complete the work.

ITEM 3 – MOBILIZATION (26022-003)

Under this item the Contractor shall set up their necessary general plant, including shops, storage areas, office and such sanitary and other facilities as are required and bonds and/or any other similar significant initial expense required for the initiation of the contract work that may be included in this Item. The determination of the adequacy of contractor’s facilities except as noted above shall be made by the Contractor.

Those materials that are required for mobilization which are not to be part of the completed contract shall be as determined by the Contractor, except that they shall conform to any pertinent local or state law, regulations, or codes.

Such work as is done in providing the facilities and services under this Item shall be done in a safe and workmanlike manner and shall conform to any pertinent local or state law, regulation or code.

Good housekeeping consistent with safety shall be maintained.

D. BASIS OF PAYMENT

Payment will be made by lump sum. The amount bid shall include the furnishing and maintaining of any plant, services or other facilities noted under “Description” to the extent and at the time the Contractor deems them necessary for their operations, consistent with the requirements of this item and this contract. The amount bid for this lump sum item shall be payable to the Contractor whenever they shall have completed ten percent (10%) of the work of this contract.

ITEM 4 – UNCLASSIFIED EXCAVATION (26022-004)

The work shall consist of the excavation and disposal of all materials encountered in the course of the construction, unless otherwise specified in the contract documents.

None Specified.

The Contractor shall remove all asphalt pavement, concrete slabs, soil, and other material, and utilize or dispose of these materials as required by the contract documents. All excavation and embankment work shall be executed to payment lines shown in the contract documents. Suitable materials from the specified excavations may be used in the construction of required fill. The suitability of materials for specific purposes will be determined by the designated representative.

The quantity to be paid for under this item shall be the number of cubic yards, computed in the original position for excavation within the right-of-way & payment limits shown in the contract documents. No deduction shall be made for any pipes, culverts, structures, or other obstructions, unless these are measured for payment under another contract item. No additional quantity or payment shall be made for losses due to settlement, compaction, erosion or any other causes. Cross-sectioning, for the purposed of determining quantities for payment, will be utilized only where payment lines are not established in the contract documents. Excavation for borrow of suitable materials for embankment construction, shall not be included in the computation for this work. If present in the contract items, excavation and disposal of unsuitable material shall be included under the appropriate item.

Excavation required because of unsuitable conditions resulting from the Contractor's improper construction operations, will not be included for measurement and payment.

The unit price for this item shall include the cost of furnishing all labor, materials, and equipment necessary to complete the work, except where specific costs are designated or included in other pay items of work. No additional payment shall be made for re-handling of the material under this item.

ITEM 5 – GEOTEXTILE AND EVAPORATION FABRIC (26022-005)

Under this item the Contractor shall completely cover the undercut area as directed by the Governing Agency’s Representative with Filter Fabric.

The fabric used shall conform to the specifications for Mirafi 140 Fabric as manufactured by Celanese Fibers Marketing Co. or approved equal and shall meet the following specifications: All materials shall meet the standards of ASTM D 1682

1. The fabric shall be non-woven nylon/polypropylene fabric having the following properties:

a. Minimum Weight 140 g/m squared.

b. Average Thickness 30 mils.

c. Grab Strength, Wet 120 lb.

d. Retention at 70 Deg. F 100%.

e. Grab Elongation, Wet 130%.

f. Retention at 70 Deg. F 40%.

g. Trapezoid Tear Strength 65 lb.

h. Air Permeability 250 cfm/ft square

The surface to be covered shall be free of all sharp objects which might damage the fabric during installation. The fabric will be unrolled on a sub grade that was back dragged with a dozer or grader blade. The fabric shall be wrinkle free. The fabric sections are joined by overlapping the fabric by a minimum of 3 feet. Fabric damaged during any step of installation shall be repaired by overlaying a piece of fabric cut large enough to cover the torn or punctured section by 3 feet in all directions.

The stone shall be backed dumped on the fabric and spread so the lift does not exceed 12 inches in depth. Special care shall be taken so that the truck wheels and/or dozer blade do not make contact with the fabric and tear it. All fabric shall be pinned down at 24” spacing.

The Contractor shall be paid the unit price bid per square yards for the fabric, measured in its final position, as required by the Plans and Specifications and/or as directed by the Town’s Representative.

The unit price bid shall include the cost of furnishing all labor, equipment, materials and incidentals necessary to satisfactorily complete the required work.

ITEM 6 – SAW CUTTING PCC AND COMPOSITE PAVEMENTS (26022-006)

Under this Item the contractor shall carefully cut the existing asphalt or concrete pavement where shown on the plans or ordered by the Engineer.

None specified.

The method and type of equipment to be used shall meet the approval of the Engineer before starting work. The sawcut shall be true to line and depth to equal the pavement thickness or as approved by the Engineer.

The quantity to be paid for will be the number of linear feet of cut in accordance with the plans, specifications or orders of the Engineer.

The unit price bid per linear foot shall include the cost of all labor, material, equipment and incidentals necessary to complete the work.

ITEM 7 – 1-1/2” ALUMINUM HANDRAIL (26022-007)

Under this Item the Contractor shall furnish and install 1-1/2” outside diameter galvanized steel pipe railing and all necessary accessories as specified herein in accordance with the details shown on the Plans and as directed by the Town’s Representative.

1. Railings – The railing shall be galvanized steel pipe according to ASTM 120 Schedule 80 pipe specifications. The railing size shall be as shown on the Plans and/or as specified and/or approved equal.

2. Grout – The material shall be a non-metallic, non-shrink polymer resin supplied in pre-packaged and/or pre-measured containers. It shall contain no rust of corrosion promoting agents and shall be moisture insensitive. The mixing instructions, setting time and expiration date of the material shall appear on each container. The minimum required pullout value for concrete strength of 4,000 psi.

3. Paint – Shall meet the requirements of Subsections 708-03 and 708-08 – Color shall match “Safety Red”

C. DETAILS

Prior to ordering any railing, the concrete curb shall be in place and field measurements made where the railing is going to be installed. The Contractor shall submit shop drawings of the proposed railing installation showing complete details, material sizes, shapes and heights and proposed methods of securing the railing to the wall to the Town’s Representative.

The Contractor shall core drill an oversized hole into the concrete for a depth as specified. The railing shall be installed plumb into holes pre-drilled and filled with a non-shrinkable grout mounted above the concrete wall surface so that water does not collect at the post.

The quantity to be paid for under this item shall be a lump sum basis of the railing installed in final position in accordance with the plans, specifications and as directed by the Town’s representative.

The unit price bid for this item shall include the cost of furnishing all labor, materials, equipment and incidentals necessary to satisfactorily complete the required work, including core drilling, grouting and removal of materials.

ITEM 8 – REMOVE AND DISPOSE OF HANDRAILS AND ANCHORS (26022-008)

This work shall consist of the removal and disposal of the existing rail system including rail, posts, foundations, and all associated appurtenances in accordance with the specifications, drawings, and contract documents as shown on the plans or directed by the Engineer.

None specified.

Contractor shall verify all locations of existing rails scheduled to be removed. Contractor shall remove the existing rail system including but not necessarily limited to rail, posts, footings, and all associated components.

Contractor shall remove, transport and legally dispose of all rail system components and associated debris.

The quantity of railing measured for payment will be a lump sum basis.

The unit price bid for the above work shall include the cost of all labor, equipment and material necessary to complete the work, including the cost to remove the existing guide rail system inclusive of all components and associated debris.

ITEM 9 – 6” CONCRETE SIDEWALK AND RAMPS (INCLUDES MESH WIRE) (26022-009)

All ramps and sidewalks shall be constructed in accordance with the Americans with Disability Act (ADA) and the requirements of the 2011 Proposed Accessibility Guidelines for Pedestrian Facilities in the Public Right-of-Way (ROW).

This work shall consist of the construction of new concrete sidewalk, and/or remove and replace existing concrete sidewalk, in close conformity with the lines and grades shown on the plans and details or as established by Town’s Representative. At all sidewalk and handicap ramps, wire reinforcement, 6”×6” 6/6 Ga shall be installed.

1. All concrete used for sidewalk placed and constructed under this Item shall be Class A, 4,000 PSI and shall be from New York State Department of Transportation (NYSDOT) approved concrete plants only. The Contractor shall produce paperwork obtained from the approved concrete plant at the request of the Town’s Representative. This shall constitute approval of the concrete material used. The wire reinforcement 6” ×6” 6/6 Ga furnished and installed shall conform to the requirements of M17AB, Wire Fabric Concrete Reinforcement as listed in Part II, Section 6 for subsections of Section 700, Materials, Wire Fabric for Concrete Reinforcement Section 709- 02 Wire Fabric reinforcement shall conform to the requirements of either, ASTM A185 or ASTM A497.

2. Delivery, Storage and Handling:

a. Place all concrete within 2 hours of time truck leaves the batching plant.

b. Concrete shall only be placed when the temperature is 40°F and rising (4 degrees C). No concrete shall be placed on wet or frozen surfaces.

3. Accessories:

a. Forms: Douglas Fir plywood type; solid, sound, undamaged sheets.

b. Joint Filler: ANSI/ASTM D1751; one-half-inch (1/2”) (13mm) thick.

c. Air Entraining Admixture: ASTM C260

d. Chemical Admixture: ASTM C494, type as required.

e. Curing Compound: ASTM C309, Type 1, Class A and/or polyethylene curing covers.

f. Form Release Agent: Colorless material which will not stain concrete or absorb moisture.

g. Reinforcement: ANSI/ASTM A185 plain welded steel wire mesh fabric, in flat sheets;

uncoated finish.

4. Mixes:

a. Concrete shall be Class ‘A’ Concrete mixed and prepared in accordance with the approved mix design and ASTM C94, Alternative No. 2.

b. The mix shall be Class ‘A’ and the concrete shall attain the following characteristics:

i. Compressive Strength (28 days): 4,000 psi (27.6 Pa).

ii. Slump: 2 ½ to 3 ½ inches (64 to 89 mm).

iii. Air Entrainment: 6%±1%.

c. Use chemical admixtures only when approved by the Town. Use of admixtures will not relax replacement requirements.

1. Examination:

a. Verify existing conditions and substrate.

b. Verify and mark-out the location of all utilities in the areas of construction prior to starting any excavation.

c. Verify datum and all elevations are as indicated on the plans.

d. Verify compacted granular subbase has been properly prepared and is ready to receive work of this section.

e. Beginning of installation means installer accepts existing conditions.

2. Preparation:

a. Sawcut pavement as required for installation.

b. Remove and dispose of existing walk, where shown.

c. Compact base to minimum ninety-five-percent (95%) maximum dry density in accordance with ANSI/ASTM D1557.

d. Moisten base to a minimum depth of one-half-inch (1/2”) (13 mm) to minimize absorption of water from fresh concrete.

e. Coat surfaces of manhole and catchbasin frames with oil to prevent bond with concrete pavement.

f. Place and secure forms to correct location, dimension and profile.

g. Assemble framework to permit easy stripping and dismantling without damaging concrete.

Coat forms with form release agent.

3. Installation:

a. Place joint filler vertical in position in straight lines. Secure to formwork during concrete placement.

b. Place concrete in accordance with ACI 301.

c. Ensure formed joints are not disturbed during concrete placement.

d. Place concrete continuously between construction joints. Do not break or interrupt successive pours such that cold joints occur.

e. Vibrate concrete adjacent to forms.

f. Place concrete to pattern indicated.

g. Place expansion joints with joint filler at twenty-foot (20’) (6m) intervals.

h. Place wire reinforcement at handicap ramps as directed.

i. Place scored construction joints at five-foot (5’) (1.2m) intervals.

j. Place joint filler between paving components and building or other appurtenances and in expansion joints.

k. Apply a light broom finish perpendicular to traffic.

l. Place curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer’s instructions.

4. Field Quality Control:

a. Field inspection and testing will be performed as requested by the Town.

b. Take three concrete tests cylinders for every 100 cubic yards (75 cu. M)) or fraction thereof of concrete placed each day or as requested by the Town.

c. Cure test cylinders on site under same conditions as curb.

d. Take one slump test for each set of cylinders taken.

e. Concrete not meeting slump requirements will be rejected.

f. Concrete represented by cylinders which do not meet required strength will be removed and replaced at no additional cost to the Owner.

5. Protection:

a. Protect finished work.

b. Immediately after placement, protect sidewalk from premature drying, excessive temperatures, rain and mechanical injury.

c. Protect sidewalk from damage until project is accepted by the Owner.

The quantity to be paid for under this Item shall be the number of square feet of concrete sidewalk, pedestrian ramps measured in place, completed in accordance with the Plans, and as directed by the Town’s Representative.

The unit price bid for this item shall include the cost of furnishing all labor, materials, incidentals and equipment necessary to accomplish the work. The price bid shall also include the cost associated with the saw cutting, excavation, backfilling, compaction, wire reinforcement and restoration that fall within the limits shown on the details in the plans.

ITEM 10 – 6” CONCRETE CURB (TYPE VF6) (26002-010)

ITEM 11 – 12” CONCRETE CURB (26002-011)

Under this Item the Contractor shall remove and replace concrete curb, of the type shown on the plans and/or the Standard Structure Sheet, where shown on the plans or ordered by the Engineer.

1. Concrete shall be Class ‘A’ and conform to all of the requirements specified for Item 105 in the table “Composition of Concrete Items and Section 7" in the SCDPW specifications.

C. CONSTRUCTION DETAILS:

1. Existing curb shall be removed as indicated and replaced with concrete.

2. Curb shall be cast in place in sections approximately twenty-feet (20’) long and provision made at each joint for expansion of one-quarter inch (1/4”), except that when joint supports are used between curb and reinforced concrete pavement, construction joints shall be located at approximately twenty-foot (20’) intervals and/or opposite each pavement contraction joint.

Expansion joints three-quarter inch (3/4”) in thickness shall be located opposite each pavement expansion joint.

3. All forms shall be set true to line and grade and held rigidly in position. They shall be either of metal or of acceptable planed and matched lumber, and of such construction that there will be no interference to inspection of grade and alignment and that a smooth surface will be provided.

4. The back forms shall be left in place at least twenty-four hours (24) or until the concrete has set sufficiently so that, in the opinion of the Engineer, they can be removed without injury to the curb. Upon removal of the face forms, the curb shall be immediately rubbed down to a smooth and uniform surface, but no plastering will be permitted. For this work, competent and skillful finishers shall be employed.

5. The concrete shall be compacted by means of an approved immersion type, mechanical vibrator of a size and weight sufficient to thoroughly vibrate the entire concrete mass without damaging or misaligning the forms. The vibrator shall be introduced into the concrete at one foot (1’) intervals for a period not to exceed two seconds for each immersion and shall vibrate at not less than 5,000 impulses per minute.

6. Expansion joint material shall be pre-molded bituminous as specified under M-36 out to conform with the cross-section of this curb.

7. Curing – At the Contractor’s option either concrete cure compound M39 Waterproof Paper

Blankets, M40 Quilted Covers, M40A Polyethylene Coated Burlap Blankets of M40B Polyethylene Curing Covers shall be used in curing concrete curb. Other methods of curing may be used only when so indicated on the plans or in the itemized proposal. The method of curing shall comply with the requirements given under Section 7, “Pavement Concrete.”

8. Protection – The Contractor shall protect the curb and keep it in alignment and first class condition until the completion of the contract. Any curb which is damaged at any time previous to the final acceptance of the work shall be removed and replaced with satisfactory curb at the Contractor’s expense.

The quantity to be paid for under this Item shall be the number of linear feet of curb placed in accordance with the plans, specifications and orders of the Engineer.

The unit price bid shall include the cost of furnishing all labor, materials and equipment necessary to satisfactorily complete the work, including any excavation, and/or removal of existing curb, backfill and compaction.

ITEM 12 – DECORATIVE STONE (1/4”-3/4” STONE SIZE) (26022-012)

The work includes furnishing, delivering, and installing 1/4” – 3/4" white decorative stone on one side of an ADA‑compliant ramp, outside the accessible route. The installation must ensure that no stone migrates onto the ADA ramp surface and ADA clearances and edge protection remain fully compliant.

A double‑layer geotextile system and evaporation fabric provide enhanced soil separation, stability, and moisture control will be installed under a separate item.

Decorative Stone Aggregate – Clean, washed, white angular stone between 1/4" and 3/4". Angular stone is required to reduce rolling and migration. Free of fines, clay, and organic debris.

1. Site Preparation

a. Excavate to required depth (typically 3" - 4")

b. Remove vegetation, roots, debris, and unsuitable soils

c. Maintain ADA‑required clear width and ensure excavation does not undermine ramp edges

2. Subgrade Preparation

a. Grade subgrade to slope away from the ramp at a minimum of 2%

b. Compact subgrade to a firm, uniform surface

c. Place geotextile layer over prepared subgrade with the required overlaps

d. Ensure full coverage beneath the stone footprint

3. Stone Placement

a. Spread decorative stone evenly to a compacted depth of 3"

b. Maintain a clean, defined boundary between the stone area and the ADA ramp

c. Ensure stone does not encroach into the accessible route at any time

4. Compaction and Final Grading

a. Lightly compact stone using a hand tamper or plate compactor with protective pad

b. Ensure final grade is uniform and stable

c. Maintain a slight slope away from the ramp to support drainage

5. Protection of ADA Surfaces

a. Prevent stone from entering the ramp surface, detectable warnings, or joints

b. Clean any stone immediately to avoid slip hazards

6. Cleanup

a. Remove excess materials and debris

b. Clean adjacent pavements thoroughly

c. Ensure no loose stone remains on or near the ADA travel path

The quantity to be paid for under this item shall be the number of cubic yards of material, placed and compacted in its final position, and completed in accordance with the plans, specifications and orders of the Town’s Representative

The unit price bid for this item shall include the cost of furnishing all labor, material and equipment necessary to complete the work.

ITEM 13 – FULL DEPTH PAVEMENT RESTORATION (26022-013)

This work shall consist of removal of the existing pavement, subgrade, and/or trench materials and the installation of a new pavement section as shown in the Appendix, where shown on the plans, or where ordered by the Town’s Representative in accordance with the typical detail shown on the Plans.

The Asphalt Concrete, Type 3 Binder Course, and Asphalt Concrete, Type 6F Top Course materials shall conform to all the requirements of the New York State Department of Transportation Standard Specifications as amended for Items 403.13 and 403.1701, respectively.

Tack coating materials shall conform to Item 407.01 of the New York State Department of Transportation Standard Specifications as amended.

The base course blend shall consist of a natural material, a Recycled Concrete Aggregate (RCA) or Reclaimed Asphalt Pavement (RAP) as approved by the Town’s Representative. The material shall meet the following criteria:

1. Gradation - The material shall be well-graded and meet the following gradation limits:

Sieve Size Percent Passing

1-1/2 inch 100

1 inch 90-100

½ inch 65-85

3/8 inch 55-75

#4 40-55

#8 30-45

#16 22-36

#30 16-27

#50 12-19

#100 7-13

#200 3-8

In addition, when the material is used to change the gradation of an existing material, the above gradation limits shall be adjusted. The material supplied when combined with the existing material shall produce a produce capable of meeting the strength requirements of Items 500 and 620SS.

2. Plasticity Index - The portion of the base blend that is finer than the #40 sieve shall have a

Plasticity Index of zero (0), maximum, according to ASTM D424.

3. Soundness - The coarse aggregate, when subjected to five (5) cycles of the magnesium soundness test, shall have a weighted loss of 20 percent, according to ASTM C88.

4. Abrasion Loss - The maximum wear loss as determined by the Los Angeles Abrasion Test, ASTM

C131, shall be 45%.

5. CBR Value - The laboratory compacted California Bering Ratio, as determined by ASTM D1883, shall not be less than 100% after 96 hours of soaking.

6. Sampling - All samples shall be taken in accordance with applicable ASTM Standards. Final acceptance samples shall represent a lot of material of not more than 2000 cubic yards for gradation testing, nor more than 8000 cubic yards for all other testing.

7. Testing - All testing shall be performed by a laboratory approved by the Town’s Representative.

C. METHOD OF CONSTRUCTION

The outline of the trench or pavement area shall be cut, using approved sawcutting methods, at the locations directed by the Town’s Representative. The outline shall be rectangular with two of the sides at right angles to the direction of the traffic.

The existing pavement, subgrade, and/or trench materials and subgrade will be excavated to the depth required for the base binder and surface used. Any additional excavation, to remove unsuitable subgrade soils, or additional thickness due to existing pavement and/or trench construction, shall be performed at the direction of the Town’s Representative.

All excess material must be immediately removed from the project limits.

The subgrade and/or dense graded aggregate base immediately before the placement of the next course shall be compacted with a ten-ton vibratory roller. It shall be smooth, parallel to, and at the required depth below the finished pavement surface. The subgrade and/or dense graded aggregate base shall not be in a muddy or frozen condition, and unsuitable material shall be removed and replaced with acceptable material and thoroughly compacted.

The installation of the Asphalt Concrete, Type 3, Binder Course shall conform to all applicable requirements of the New York State Department of Transportation Standard Specifications as amended for Item 403.13, Asphalt Concrete, Type 3, Binder Course.

Where maneuvering space is limited, impact rammers, plate or small drum vibrators may be used. In all cases, compaction shall continue until thorough consolidation of the material is obtained and approved by the Town’s Representative.

Prior to the installation of the asphalt surface course, all abutting joints shall receive a tack coat. The installation of the asphalt concrete surface course shall conform to all applicable requirements of the New York State Department of Transportation Standard Specifications as amended for Item 403.1701, Asphalt Concrete, Type 6F Top Course.

If saw cut edges deteriorate due to traffic and/or construction operations, the Contractor will be required to saw cut and tack coat to form new pavement joints. All corrective work, if required, will be done at the Contractor’s expense and there will be no additional payment for those areas requiring this work. All joints shall be sealed at the completion of construction.

The quantity to be paid for under this Item shall be the number of square feet of pavement measured in place and in accordance with the Plans, Specifications and as directed by the Town’s Representative.

The unit price bid for this Item shall include the cost of furnishing all labor, materials, incidentals and equipment including excavation, removal and disposal, sawcut, fine grading, RCA base course, tack coat, AC and asphalt concrete necessary to complete the work.

Town of Brookhaven Town Hall ADA Ramp Improvements BID 26022

QUANTITY UNIT DOLLARS CENTS DOLLARS CENTS

FOR:

DOLLARS CENTS

FOR:

DOLLARS CENTS

FOR:

DOLLARS CENTS

FOR:

DOLLARS CENTS

FOR:

DOLLARS CENTS

FOR:

DOLLARS CENTS

FOR:

DOLLARS CENTS

(26022-001)

(26022-002)

(26022-003)

(26022-004)

(26022-005)

(26022-006)

(26022-007)

APPROXIMATE

VALUES

LS

LS

SAW CUTTING PCC AND COMPOSITE PAVEMENTS

1-1/2" ALUMINUM HANDRAIL

TOTAL COST

CONTRACTOR'S UNIT

BID PRICEITEMS WITH UNIT PRICE IN WORDSITEM No.

1 LS

55 CY

BASIC WORK ZONE TRAFFIC CONTROL

LS

55 LF

PROJECT SURVEY AND STAKEOUT

MOBILIZATION

UNCLASSIFIED EXCAVATION

GEOTEXTILE AND EVAPORATION FABRIC

210 SY

Town of Brookhaven Town Hall ADA Ramp Improvements BID 26022

QUANTITY UNIT DOLLARS CENTS DOLLARS CENTS

(26022-001)

APPROXIMATE

VALUES

TOTAL COST

CONTRACTOR'S UNIT

BID PRICEITEMS WITH UNIT PRICE IN WORDSITEM No.

1 LS

BASIC WORK ZONE TRAFFIC CONTROL

FOR:

DOLLARS CENTS

FOR:

DOLLARS CENTS

FOR:

DOLLARS CENTS

FOR:

DOLLARS CENTS

FOR:

DOLLARS CENTS

FOR:

DOLLARS CENTS

TOTAL OR GROSS BASE BID MUST BE WRITTEN IN WORDS:

DOLLARS CENTS

(26022-010)

(26022-011)

(26022-012)

(26022-008)

(26022-009)

(26022-013)

12" CONCRETE CURB

1 LS

REMOVE AND DISPOSE OF STEEL PIPE HANDRAILS AND ANCHORS

SF

6" CONCRETE SIDEWALK AND RAMPS (INCLUDES MESH WIRE)

LF

FULL DEPTH PAVEMENT RESTORATION

CY

1,000

DECORATIVE STONE (1/4"-3/4" STONE SIZE)

TOTAL BASE BID (IN FIGURES): $

20 LF

6" CONCRETE CURB TYPE VF6

SF

BID SHEET

LUMP SUM COST

TOWN OF BROOKHAVEN

SUFFOLK COUNTY, NEW YORK

To the Town of Brookhaven:

The undersigned bidder has carefully examined the Contract Documents and the site for the proposed Construction and will provide all necessary labor, materials, equipment and incidentals as necessary and called for by the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of this bid specification at the following unit and/or lump sum prices:

WRITTEN IN

WORDS:

SUBSTITUTIONS

This proposal is based on all items exactly as shown or specified.

The substitutions listed below or attached hereto are offered for consideration of the Town of Brookhaven Supervisor, and the corresponding amounts indicated may be deducted from the base proposal to reduce the Contract price if accepted.

SUBSTITUTIONS DEDUCT

The current schedule(s) of the prevailing wage rates and prevailing hourly supplements for this project can be found at the State of New York’s Department of Labor Website.

https://apps.labor.ny.gov/wpp/showFindProject.do?method=showIt

Enter the project’s Prevailing Wage Case Number (2026016140) https://apps.labor.ny.gov/wpp/showFindProject.do?method=showIt

"General Decision Number: NY20260012 05/18/2026

State: New York

Construction Types: Building, Heavy, Highway and Residential

Counties: New York Counties of Nassau and Suffolk

Building Construction Projects

Heavy Construction Projects

Highway Construction Projects

Modification Number Publication Date 1 01/30/2026 2 05/18/2026

ASBE0012-001 01/01/2025

Rates Fringes

HAZARDOUS MATERIAL HANDLER..........................$ 47.75 13.70

ASBESTOS WORKERS/INSULATOR (INCLUDES APPLICATION OF

ALL INSULATING MATERIALS, PROTECTIVE COVERINGS,

COATINGS AND FINISHES TO ALL TYPES OF MECHANICAL

SYSTEMS.)...........................................$ 71.76 36.81

ASBE0012-001 06/01/2025

Rates Fringes

HAZARDOUS MATERIAL HANDLER..........................$ 47.75 13.70

ASBESTOS WORKERS/INSULATOR (INCLUDES APPLICATION OF

ALL INSULATING MATERIALS, PROTECTIVE COVERINGS,

COATINGS AND FINISHES TO ALL TYPES OF MECHANICAL

SYSTEMS.)...........................................$ 71.76 36.81

BOIL0005-001 01/01/2025

Rates Fringes

BOILERMAKER FOOTNOTE: A. PAID HOLIDAYS: NEW

YEAR'S DAY, THANKSGIVING DAY, MEMORIAL DAY,

INDEPENDENCE DAY, LABOR DAY AND GOOD FRIDAY, FRIDAY

AFTER THANKSGIVING, CHRISTMAS EVE DAY AND NEW

YEAR'S EVE..........................................$ 68.88 49.83

BRNY0001-001 05/01/2024

Rates Fringes

MASON - STONE.......................................$ 69.91 44.02

BRICKLAYER..........................................$ 67.39 35.90

BRNY0001-001 07/01/2024

Rates Fringes

MASON - STONE.......................................$ 69.91 44.02

BRICKLAYER..........................................$ 67.39 35.90

6/7/26, 2:24 PM SAM.gov https://sam.gov/wage-determination/NY20260012/2 1/13

CARP0290-001 07/01/2025

Rates Fringes

CARPENTERS: NASSAU COUNTY (REMAINDER OF COUNTY) AND

SUFFOLK COUNTY (BUILDING)...........................$ 53.56 34.28

CARPENTERS: (RESIDENTIAL)...........................$ 34.14 23.15

CARPENTERS: (HEAVY & HIGHWAY).......................$ 53.56 34.28

CARP0740-001 07/01/2025

Rates Fringes

MILLWRIGHT..........................................$ 60.83 58.03

CARP1556-008 07/01/2024

Rates Fringes

CARPENTERS: DIVERS..................................$ 75.46 55.84

CARPENTERS: (PILEDRIVERMAN).........................$ 60.59 55.84

CARPENTERS: (DOCKBUILDERS)..........................$ 60.59 55.84

CARPENTERS: (DIVERS TENDERS)........................$ 55.00 55.84

CARP1556-011 07/01/2024

Rates Fringes

CARPENTERS: (TIMBERMEN).............................$ 55.59 55.41

CARP2287-003 07/01/2025

Rates Fringes

CARPENTER (SOFT FLOOR LAYERS).......................$ 59.05 48.08

ELEC0025-001 04/26/2025

Rates Fringes

ELECTRICIAN.........................................$ 64.55 47.40

ELEC0025-002 04/26/2025

Rates Fringes

ELECTRICIANS: (TELEPHONE UNIT)......................$ 42.93 32.43

ELECTRICIANS: (MAINTENANCE UNIT)....................$ 49.79 32.27

ELEC1049-002 03/30/2025

Rates Fringes

LINE CONSTRUCTION: MATERIAL MAN (SUBSTATION AND

SWITCHING STRUCTURES PIPE TYPE CABLE INSTALLATION

AND MAINTENANCE JOBS OR PROJECTS; RAILROAD

ELECTRICAL DISTRIBUTION/ TRANSMISSION SYSTEMS

MAINTENANCE (WHEN WORK IS NOT PERFORMED BY

RAILROAD EMPLOYEES) OVERHEAD AND UNDERGROUND

TRANSMISSION/DISTRIBUTION LINE WORK. FIBER OPTIC,

TELEPHONE CABLE AND EQUIPMENT;)....................$ 61.40 36.24

LINE CONSTRUCTION: LINEMAN & CABLE SPLICER

(SUBSTATION AND SWITCHING STRUCTURES PIPE TYPE

CABLE INSTALLATION AND MAINTENANCE JOBS OR

PROJECTS; RAILROAD ELECTRICAL DISTRIBUTION/

TRANSMISSION SYSTEMS MAINTENANCE (WHEN WORK IS NOT

PERFORMED BY RAILROAD EMPLOYEES) OVERHEAD AND

UNDERGROUND TRANSMISSION/DISTRIBUTION LINE WORK.

FIBER OPTIC, TELEPHONE CABLE AND EQUIPMENT;).......$ 70.57 39.19

LINE CONSTRUCTION: HEAVY EQUIPMENT OPERATOR

(SUBSTATION AND SWITCHING STRUCTURES PIPE TYPE

CABLE INSTALLATION AND MAINTENANCE JOBS OR

6/7/26, 2:24 PM SAM.gov https://sam.gov/wage-determination/NY20260012/2 2/13

PROJECTS; RAILROAD ELECTRICAL DISTRIBUTION/

TRANSMISSION SYSTEMS MAINTENANCE (WHEN WORK IS NOT

PERFORMED BY RAILROAD EMPLOYEES) OVERHEAD AND

UNDERGROUND TRANSMISSION/DISTRIBUTION LINE WORK.

FIBER OPTIC, TELEPHONE CABLE AND EQUIPMENT;).......$ 56.46 34.63

LINE CONSTRUCTION: GROUNDMAN (SUBSTATION AND

SWITCHING STRUCTURES PIPE TYPE CABLE INSTALLATION

AND MAINTENANCE JOBS OR PROJECTS; RAILROAD

ELECTRICAL DISTRIBUTION/…