TABLE OF CONTENTS OF SPECIAL PROVISIONS

Note: This Table of Contents has been prepared for the convenience of those using this contract with the sole express purpose of locating quickly the information contained herein; and no claims shall arise due to omissions, additions, deletions, etc., as this Table of Contents shall not be considered part of the contract.

Table of Contents

CONTRACT TIME AND LIQUIDATED DAMAGES

NOTICE TO CONTRACTOR – PRE-BID QUESTIONS AND ANSWERS

NOTICE TO CONTRACTOR – EMERGENCY VEHICLE ACCESS

NOTICE TO CONTRACTOR – MANDATED USE OF AASHTOWARE

PROJECT CONSTRUCTION MANAGEMENT SOFTWARE

(CONSTRUCTION)

NOTICE TO CONTRACTOR – FEDERAL WAGE DETERMINATIONS

NOTICE TO CONTRACTOR – MINIMUM CONCRETE COMPRESSIVE

STRENGTH

NOTICE TO CONTRACTOR – MAINTENANCE AND PROTECTION OF

TRAFFIC

NOTICE TO CONTRACTOR – CDMS SUBMITTALS

NOTICE TO CONTRACTOR – SECTION 4.06 AND M.04

SPECIFICATION CHANGES, REV. DATE 12/18/2025

NOTICE TO CONTRACTOR – UTILITY SPECIFICATIONS

NOTICE TO CONTRACTOR – RIGHTS OF WAY RESTRICTIONS

NOTICE TO CONTRACTOR – SECTION 1.06 UPDATED BABA

REQUIREMENTS

NOTICE TO CONTRACTOR – RECENT REVISIONS

NOTICE TO CONTRACTOR – UTILITY GENERATED SCHEDULE

NOTICE TO CONTRACTOR – GLOBAL POSITIONING SYSTEM (GPS)

COORDINATES FOR SIGNS

NOTICE TO CONTRACTOR – SITE NUMBERS

SECTION 1.02 – PROPOSAL REQUIREMENTS AND CONDITIONS

SECTION 1.05 – CONTROL OF THE WORK

SECTION 1.06 – CONTROL OF MATERIALS

SECTION 1.07 – LEGAL RELATIONS AND RESPONSIBILITIES

SECTION 1.08 – PROSECUTION AND PROGRESS

SECTION 1.09 – MEASUREMENT AND PAYMENT

SECTION 1.10–ENVIRONMENTAL COMPLIANCE

SECTION 4.06 – BITUMINOUS CONCRETE

SECTION 6.02 – REINFORCING STEEL

SECTION M.04 – BITUMINOUS CONCRETE MATERIALS

SECTION M.06 – METALS

SECTION 12.00 – GENERAL CLAUSES FOR HIGHWAY SIGNING

ITEM #0107090A – CTDOT BOUNDARY MARKER (SURVEY MONUMENT)

ITEM #0202454A – SPECIAL TEST PIT – WATER MAIN

ITEM #0210821A – WATER POLLUTION CONTROL

ITEM #0219011A – SEDIMENT CONTROL SYSTEM AT CATCH BASIN

ITEM #0406002A – TEMPORARY PAVEMENT

ITEM #0406312A – GUTTER LINE SEALING FOR BRIDGES

ITEM #0406314A – 80 MIL PAVEMENT MARKING GROOVE 5” WIDE

ITEM #0406315A – 80 MIL PAVEMENT MARKING GROOVE 7” WIDE

ITEM #0406999A – ASPHALT ADJUSTMENT COST

ITEM #0503001A – REMOVAL OF SUPERSTRUCTURE

ITEM #0514020A – PRECAST CONCRETE BEAM

ITEM #0520036A – ASPHALTIC PLUG EXPANSION JOINT SYSTEM

ITEM #0522281A – STEEL BEARING ASSEMBLIES

ITEM #0601186A – MORTAR PATCH

ITEM #0601318A – PARTIAL DEPTH PATCH

ITEM #0601490.01A – EMBANKMENT WALL (SITE NO. 1)

ITEM #0602980A – CLEAN AND COAT EXPOSED REINFORCING STEEL

0124-0165 1 TABLE OF CONTENTS

ITEM #0603602A – DUCTILE IRON PIPE SUPPORTED ON BRIDGE

ITEM #0707009A – MEMBRANE WATERPROOFING (COLD LIQUID ELASTOMERIC)

ITEM #0819002A – PENETRATING SEALER PROTECTIVE COMPOUND

ITEM #0904487A – METAL BRIDGE RAIL (HANDRAIL)

ITEM #0917010A - REPAIR GUIDERAIL

ITEM #0950019A – TURF ESTABLISHMENT – LAWN

ITEM #0969062A – CONSTRUCTION FIELD OFFICE, MEDIUM

ITEM #0971001A – MAINTENANCE AND PROTECTION OF TRAFFIC

ITEM #0979005A – PEDESTRIAN BARRICADE

ITEM #1111200.01A – TEMPORARY DETECTION (SITE NO. 1)

ITEM #1111200.02A – TEMPORARY DETECTION (SITE NO. 2)

ITEM #1118050.01A – TEMPORARY SIGNALIZATION (SITE NO. 1)

ITEM #1118050.02A – TEMPORARY SIGNALIZATION (SITE NO. 2)

ITEM #1206023A - REMOVAL AND RELOCATION OF EXISTING SIGNS

ITEM #1208937A – SIGN FACE - SHEET ALUMINUM (TYPE XI

RETROREFLECTIVE SHEETING)

ITEM #1210110A -- 4" (WHITE) TYPE I EPOXY RESIN PAVEMENT MARKINGS

ITEM #1210111A -- 4" (YELLOW) TYPE I EPOXY RESIN PAVEMENT MARKINGS

ITEM #1210113A -- 6" (WHITE) TYPE I EPOXY RESIN PAVEMENT MARKINGS

ITEM #1300007A – EXCAVATION AND DISPOSAL OF UNSUITABLE

MATERIAL (WATER MAIN)

ITEM #1300015A – ROCK IN TRENCH EXCAVATION 0’ – 10’ DEEP (WATER MAIN)

ITEM #1300151A – ADDITIONAL BACKFILL MATERIAL (WATER MAIN)

ITEM #1301082A – 8” DUCTILE IRON PIPE (WATER MAIN)

ITEM #1301652A – 8” DUCTILE IRON PIPE INSTALLED ON BRIDGE

(WATER MAIN)

ITEM #1301861A – FURNISH DUCTILE IRON PIPE, VALVES AND

MISCELLANEOUS FITTINGS (WATER MAIN)

ITEM #1301900A – HYDROSTATIC PRESSURE TEST

ITEM #1302901A – AIR RELIEF VALVE (WATER MAIN)

ITEM #1304060A – TEMPORARY PAVEMENT REPAIRS (WATER MAIN)

ITEM #1400000A – TEST PIT EXCAVATION (SANITARY SEWER)

ITEM #1400004A – ROCK IN TRENCH 0’-10’ DEEP (SANITARY SEWER)

ITEM #1400102A – 8” POLYVINYL CHLORIDE PIPE (SANITARY SEWER)

ITEM #1401248A – 24” DUCTILE IRON PIPE (SANITARY SEWER)

ITEM #1403007A – SPECIAL SANITARY MANHOLE

ITEM #1403011A – DROP MANHOLE (SANITARY SEWER)

ITEM #1403030A – DOGHOUSE MANHOLE (SANITARY SEWER)

ITEM #1403094A – 60” I.D. MANHOLE (SANITARY SEWER)

ITEM #1403505A – REBUILD MANHOLE (SANITARY SEWER)

ITEM #1403517A – REMOVE SANITARY MANHOLE (SANITARY SEWER)

ITEM #1403501A – RESET MANHOLE (SANITARY SEWER)

ITEM #1405081A – GRANULAR FILL (SANITARY SEWER)

ITEM #1408455A – TEMPORARY SANITARY SEWER BYPASS

PERMITS AND/OR REQUIRED PROVISIONS:

0124-0165 2 TABLE OF CONTENTS

01-21-2026

GENERAL

DATE JULY 15, 2026

FEDERAL AID PROJECT NO. H101(002)

STATE PROJECT NO. 0124-0165

SPOT IMPROVEMENT ON RIVER STREET (ROUTE 313)

Town of Seymour

The State of Connecticut, Department of Transportation, Standard Specifications for

Roads, Bridges, Facilities and Incidental Construction, Form 819, dated 2024, as revised by the

Supplemental Specifications dated July, 2025 (otherwise referred to collectively as "ConnDOT

Form 819") is hereby made part of this contract, as modified by the Special Provisions contained herein. The current edition of the State of Connecticut Department of Transportation's

"Construction Contract Bidding and Award Manual" ("Manual"), is hereby made part of this contract. If the provisions of this Manual conflict with provisions of other Department documents (not including statutes or regulations), the provisions of the Manual will govern. The

Special Provisions relate in particular to the Spot Improvements On River Street (Route 313) in the Town of Seymour .

CONTRACT TIME AND LIQUIDATED DAMAGES

Two Hundred Forthy ( 240 ) calendar days will be allowed for completion of the work on this Contract and the liquidated damages charge to apply will be Nine

Hundred Dollars ($ 900.00 ) per calendar day.

0124-0165 3

September 2016

NOTICE TO CONTRACTOR

NOTICE TO CONTRACTOR – PRE-BID QUESTIONS AND ANSWERS

Questions pertaining to DOT advertised construction projects must be presented through the

CTDOT Pre-Bid Q and A Website. The Department cannot guarantee that all questions will be answered prior to the bid date. PLEASE NOTE - at 9:00 am Monday (i.e. typical Wednesday

Bid Opening) the project(s) being bid will be closed for questions, at which time questions can no longer be submitted through the Q and A Website.

Answers may be provided by the Department up to 12:00 noon, the day before the bid. At this time, the Q and A for those projects will be considered final, unless otherwise stated and/or the bid is postponed to a future date and time to allow for further questions and answers to be posted.

If a question needs to be asked the day before the bid date, please contact the Contracts Unit staff and email your question to dotcontracts@ct.gov immediately.

Contractors must identify their company name, contact person, contact email address and phone number when asking a question. The email address and phone number will not be made public.

The questions and answers (if any) located on the Q and A Website are hereby made part of the bid/contract solicitation documents (located on the State Contracting Portal), and resulting contract for the subject project(s). It is the bidder’s responsibility to monitor, review, and become familiar with the questions and answers, as with all bid requirements and contract documents, prior to bidding. By signing the bid proposal and resulting contract, the bidder acknowledges receipt of, and agrees to the incorporation of the final list of Q and A, into the contract document.

Contractors will not be permitted to file a future claim based on lack of receipt, or knowledge of the questions and answers associated with a project. All bidding requirements and project information, including but not limited to contract plans, specifications, addenda, Q and A, Notice to Contractors, etc., are made public on the State Contracting Portal and/or the CTDOT website.

0124-0165 4 mailto:dotcontracts@ct.gov

Rev. Date 06/16/23

NOTICE TO CONTRACTOR – EMERGENCY VEHICLE ACCESS

The Contractor is hereby notified that emergency vehicle access through the work zone shall be maintained at all times, except on portions of the road that are closed, during construction and shall be considered a priority in terms of public safety. The State will not consider delay or other claims associated with temporary work stoppage due to emergency responses.

Contact information for local emergency services is as follows:

Citizens Engine #2 (Fire

Department)

Chris Edwards, Fire Chief

26 Deforest Street

Seymour, CT 06483

Phone: 203-888-1909

Emergency Calls: 911

Seymour Police Department

Chief John Bucherati

11 Franklin Street

Seymour, CT 06483

Phone: 203-881-7600

Emergency Calls: 911

0124-0165 5

Rev. 10/28/22

NOTICE TO CONTRACTOR

NOTICE TO CONTRACTOR – MANDATED USE OF AASHTOWARE

PROJECT CONSTRUCTION MANAGEMENT SOFTWARE

(CONSTRUCTION)

The Contractor shall use AASHTOWare Project® software as outlined in the specifications noted below. This will require that the Contractor and all subcontractor(s) designate and dedicate staff within 10 days after the execution of the Contract or approval to sublet as appropriate. It will also require the Contractor and all subcontractors to provide internet access, computing devices suitable for this work, training, and other related work as outlined in the specifications noted below.

All costs for these requirements shall be included in the general cost of the work.

The following special provisions are pertinent to, and detail the requirements for, this work:

SECTION 1.05 – CONTROL OF THE WORK

Article 1.05.12 – Payrolls

This Article outlines the requirements for submission of payrolls.

Article 1.05.25 – Use of AASHTOWare Project® Software

This Article outlines the overall requirements for the use of the AASHTOWare

Project® Software.

SECTION 1.08 – PROSECUTION AND PROGRESS

Article 1.08.01 – Transfer of Work or Contract

This Article outlines the requirements for subcontractor payment and payment verifications.

0124-0165 6

NOTICE TO CONTRACTOR – FEDERAL WAGE DETERMINATIONS (Davis Bacon Act)

The following Federal Wage Determinations are applicable to this Federal- Aid contract and are hereby incorporated by reference. During the bid advertisement period, it is the bidder’s responsibility to obtain the latest Federal wage rates from the US Department of Labor website, as may be revised 10 days prior to bid opening. Any revisions posted 10 days prior to the bid opening shall be the wage determinations assigned to this contract.

Check

Applicable WD#

(DOT Use Only)

WD# Construction Type Counties

X CT1 Highway Fairfield, Litchfield, Middlesex, New Haven, Tolland, Windham

CT2 Highway New London

CT3 Highway Hartford

CT5 Heavy Dredging

(Hopper Dredging)

Fairfield, Middlesex, New Haven, New London

CT6 Heavy Dredging Statewide

CT13 Heavy Fairfield

CT14 Heavy Hartford

CT15 Heavy Middlesex, Tolland

CT16 Heavy New Haven

CT17 Heavy New London

CT26 Heavy Litchfield, Windham

CT18 Building Litchfield

CT19 Building Windham

CT20 Building Fairfield

CT21 Building Hartford

CT22 Building Middlesex

CT23 Building New Haven

CT24 Building New London

CT25 Building Tolland

CT4 Residential Litchfield, Windham

CT7 Residential Fairfield

CT8 Residential Hartford

CT9 Residential Middlesex

CT10 Residential New Haven

CT11 Residential New London

CT12 Residential Tolland

The Federal wage rates (Davis-Bacon Act) applicable to this Contract shall be the Federal wage rates that are current on the US Department of Labor website (SAM.gov | Wage Determinations) as may be revised 10 days prior to bid opening. The Department will no longer physically include revised Federal wage rates in the bid documents or as part of addenda documents. These applicable Federal wage rates will be incorporated in the final contract document executed by both parties.

If a conflict exists between the Federal and State wage rates, the higher rate shall govern.

To obtain the latest Federal wage rates, go to the US Department of Labor website (link above). Under Davis-

Bacon Act, choose “Selecting DBA WDs” and follow the instruction to search the latest wage rates for the

State, County and Construction Type.

0124-0165 7 https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fsam.gov%2Fcontent%2Fwage-determinations&data=05%7C02%7CMichael.Cormier%40ct.gov%7C4721ea875369468e33b808dc5ee7dc3e%7C118b7cfaa3dd48b9b02631ff69bb738b%7C0%7C0%7C638489597124769328%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C0%7C%7C%7C&sdata=FHUwItMSMkSy5v3gAHBePRC4PC1ZQrAl2g3WxdIHSZE%3D&reserved=0

Rev. Date 08/05/16

NOTICE TO CONTRACTOR

NOTICE TO CONTRACTOR – MINIMUM CONCRETE COMPRESSIVE

STRENGTH

The concrete strength or allowable design stress specified in the General Notes is for design purposes only. The minimum compressive strength of concrete in constructed components shall comply with the requirements of Section 6.01 Concrete for Structures.

0124-0165 8

Rev. Date 5/18/2026

NOTICE TO CONTRACTOR – MAINTENANCE AND PROTECTION OF

TRAFFIC

1.08.04 – Limitation of Operations

Typical language “Lane Closure Restrictions” is now included in 1.08.04 of the

Standard Specifications and is no longer included in the 1.08.04 special provision.

0971001A – Maintenance and Protection of Traffic

Typical requirements and guidance for Maintenance and Protection of Traffic are now included in Section 9.71 of the Standard Specifications and are no longer included in the 0971001A special provision.

Section 9.71 has been updated to include the Typical Construction Traffic Control

Plans which comply with the latest MUTCD.

Refer to updated requirements and guidance in the Standard Specifications which can be found on the CTDOT web site: CTDOT Manuals.

Supplemental project specific requirements are still included in the special provisions for

1.08.04 and 0971001A.

0124-0165 9 https://portal.ct.gov/dot/business/manuals?language=en_US

Rev.5/17/2024

NOTICE TO CONTRACTOR – CDMS SUBMITTALS

Upon execution of the Contract, the Contractor acknowledges and agrees that contractual submittals for this Project shall be submitted and handled through the Department’s Construction

Document Management System (CDMS). The CDMS that the Department is currently using is

COMPASS.

Contractor submittals including Shop Drawings, Working Drawings, Product Data, RFIs, and

RFCs shall be generated and delivered by the Contractor in accordance with the Department’s

Contractor’s User Manual. The administering District office will inform the Contractor of other deliverables required to be similarly submitted.

Access credentials will be provided free of charge to the Contractor.

The Department shall not be held responsible for delays, lack of processing or responses to submittals that do not follow the specified guidelines in the Contractor's User Manual.

0124-0165 10 https://portal.ct.gov/-/media/dot/documents/aec/compass-contractors-user-manual.pdf?la=en.

Rev. Date 01/14/2026

NOTICE TO CONTRACTOR – SECTION 4.06 AND M.04

SPECIFICATION CHANGES, REV. DATE 12/18/2025

The Contractor is hereby notified that this Contract includes Special Provisions for Sections 4.06 and M.04. The following list of revisions is not all inclusive but highlights the significant updates.

M.04:

• M.04.01 Binder supplier split sample submission, save split, send upon request.

• M.04.01-1&2 Clarification that aggregate source(s) be qualified annually.

• M.04.01-4 a, d, e CTR, Certificate of Analysis (COA) submitted to Asphalt producer and

Department, Anti-strip, Warm mix products listed on QPL, (link to QPL included in

M.04.), WMA additive added at plant requires same testing and CTR as binder supplier.

• M.04.01-5b Daily tack coat delivery comes with Bill of Lading for Inspector to obtain.

• M.04.01-6 RAP - Producer submit monthly Materials Certification.

• M.04.02-1 Curb mix design - Table M.04.02-1 updated.

• M.04.02-2 Superpave mix design - 25% RAP S1.0 mixes.

• M.04.03-1 QCP requirement updates.

• M.04.03-2a, 2b Except curb mix, all sampling performed on Site by Contractor, S1.0 mix sample size 20,000 g, mix not meeting requirements evaluated under 1.06.04.

• M.04.03-2c Superpave Production – Table M.04.03-2 deleted, mix sample frequency is 1 per 500 ton, Table M.04.03-4 updated Pb + 0.3.

4.06:

• 4.06.03-3 Added hopper insert when MTV is used.

• 4.06.03-4 Test Section language update.

• 4.06.03-6 Tack coat update, always use, minor update to thermometer language.

• 4.06.03-7 Butt joint use polymer joint seal material, previously was rubber material.

• 4.06.03 -8 QCP update. Valid for two years.

• 4.06.03-9 Temperature Seasonal - three temperature ranges based on lift thickness.

• 4.06.03-10 Three days to cut cores.

• 4.06.03-11 Add determining Gmm when mix testing does not exist.

• 4.06.03-12 Updates to Density Dispute Resolution - Use Gsb results to determine how dispute results are used, location of dispute core, reduced days to cut dispute cores from 7 days to 5.

• 4.06.04-2b Density limit change to meet FHWA “Gold Standard.” Maximum bonuses increase from 2.5% to 3.0% (1.5% each Mat/Joint).

0124-0165 11

Rev. Date 03/14/01

NOTICE TO CONTRACTOR – UTILITY SPECIFICATIONS

The contractor is hereby notified that all utility specifications contained elsewhere herein shall be made a part of this contract, and that the contractor shall be bound to comply with all requirements of such specifications. The requirements and conditions set forth in the subject specifications shall be binding on the contractor just as any other specification would be.

0124-0165 12

Rev. Date 07/05/00

NOTICE TO CONTRACTOR – RIGHTS OF WAY RESTRICTIONS

The Contractor is hereby advised that at the time of advertising for bids not all the property may be acquired by the State, certain residences and/or business establishments had not been vacated, and asbestos removal by others from buildings to be disposed of had not been completed.

A complete listing of the affected properties and the anticipated dates that they will become available is hereinafter provided. The Contractor is further advised that limitations, as enumerated herein below, are imposed which may interfere with the physical construction of the project.

Following are statements which will set forth the restrictions on the right of entrance to property and conditions governing construction of the project.

1) The Contractor shall not occupy properties that are unacquired, perform any work thereon, or inhibit access thereto until the properties have been acquired and right of possession has been obtained. If the Contractor is allowed to proceed with the physical construction of the project, no action will be taken that will result in unnecessary inconvenience such as the discontinuance of utilities, the prevention of ingress and egress to the property, or will result in disproportionate injury or any action coercive in nature to occupants of residences (businesses, farms, or non-profit organization) who have not yet moved from the right-of-way.

2) It should be anticipated that each of the properties listed herein may be considered to have an effect upon construction operations.

3) The Contractor shall be aware that extensions of time will be granted, if necessary, for delays in construction operations caused by properties being unacquired beyond the estimated time period.

The following is a complete listing of properties which have not been acquired with the anticipated dates such properties will be acquired.

Serial No. Type Name Location

004A Easement Bank Street, LLC (Title

Estimate by 10/29/2026)

ST 41+38 to 42+52 LT

0124-0165 13

Rev. Date 01/15/2026

NOTICE TO CONTRACTOR – SECTION 1.06 UPDATED BABA

REQUIREMENTS

The Contractor is hereby notified that a Special Provision for Section 1.06 Control of Materials is included in this Contract due to updated Buy America, Build America Act (BABA) requirements.

A new “Buy America Preference Source of Supply Self-Certification Form” will need to be submitted with qualifying materials documenting that all iron or steel products, manufactured products, and construction materials used in the Project have been produced in the United States.

This means all manufacturing processes including application of coating for iron or steel products occurred in the United States, the manufactured product was manufactured in the United States, and all manufacturing processes for the construction material occurred in the United States. The classification of the material shall be determined upon arrival at the job Site.

Any Materials Certificate (MC) shall also include certification from the source of supply stating compliance to Buy America requirements for the applicable iron or steel products, manufactured products and construction materials. A completed “Buy America Preference Source of Supply

Self-Certification Form” shall be attached to the MC.

0124-0165 14 https://portal.ct.gov/dot/business/forms?language=en_US

Rev. Date 07-14-2026

NOTICE TO CONTRACTOR – RECENT REVISIONS

The Contractor is hereby notified that the following Traffic Engineering Special Provisions have been revised:

Section 1.07 – Legal Relations and Responsibilities

• Included digital field photos of conduit runs and grounding to the service inspection requirements.

Section 1.08 – Prosecution and Progress

• Added language regarding underground utility mark outs.

0980020A – Construction Surveying

• Added language indicating the contractor is responsible for hiring a professional underground utility locator, when necessary.

1111200.XXA - Temporary Detection (Site No. XX)

• New item numbers assigned.

1118050.XXA - Temporary Signalization (Site No. XX)

• New item numbers assigned.

0124-0165 15

Rev. Date 04/15/26

NOTICE TO CONTRACTOR – UTILITY GENERATED SCHEDULE

The attached project specific utility work schedule(s) was provided to the Connecticut Department of Transportation (Department) by the utility companies regarding their identified work on this project.

The utility scheduling information is provided to assist the Contractor in scheduling its activities.

However, the Department does not ensure its accuracy and Article 1.05.06 of the Standard

Specifications still is in force.

The utility scheduling information shall be incorporated into the Contractor’s pre-award schedule in accordance with the Department’s Bidding and Award Manual and Article 1.05.08 of the

Contract.

After award, the Contractor shall conduct a utility coordination meeting or meetings to obtain contemporaneous scheduling information from the utilities prior to submitting its baseline schedule to the Department in accordance with Article (1.05.08 – Schedules and Reports) of the

Contract.

The Contractor shall incorporate the contemporaneous utility scheduling information into its baseline schedule submittal. The baseline schedule shall include Contractor predecessor and successor activities to the utility work in such detail as acceptable to the Engineer.

0124-0165 16

CTDOT Project Number: Town:

Project Description:

CTDOT Utilities Engineer:

Phone: Email:

Utility Company:

Prepared By: Date Prepared:

Phone: Email:

Roger.Beaudoin@ct.gov

The scope of Eversource work for the project is detailed below on a pole by pole basis:

Pole: 3141 Eversource to shift OH facitlies onto Eversource set new pole (Move 1) Pole:

60494 Eversource to recloate existing pole to accomodate side-walk and shift facilities (Move 1)

Pole: 3141 Eversource to shift facities onto Eversource set new pole on west side of bridge after the bridge work has been completed (Move 2)

The following describes the limiting factors that must be planned for in the scheduling and performance of the utility work. For example, restrictions on cut-overs, outages, limitations on customer service interruptions (e.g. nights, weekends, holidays), seasonal and environmental shutdown periods, long lead material procurements, etc..

Inclement weather may cause a change to this schedule. Customer outages could cause a delay in this schedule. All permits to be obtained by CDOT. State must mark out all property lines, curb and sidewalks. Drainage locations will need to be marked out by State where drain is with in a 10' proximity to the utility relocation. State to make area ready to relocation prior to the utlities starting work, including all clearing and access to poles. State to ensure proper R.O.W for relocated poles.

rev. 5/20/2013 UTILITY WORK SCHEDULE

Scope of Work

Special Considerations and Constraints

860-594-2759

Eversource Electric

Thomas Woronik

860 267-3891

124-165

Ped Improvements on River Street (Route 313) & Widening of Bridge 01585 Roger E. Beaudoin

The following is a description of all utility work planned to be completed in conjunction with the CTDOT project. The narrative describes all work to be carried out by the utility or its contractor, including temporary and permanent work required by the project as well as any additional utility infrastructure work the utility intends on performing within the project limits during the construction of the project.

Seymour thomas.woronik@eversource.com

5/12/2026

0124-0165 17

CTDOT Project Number:

Utility Company:

Prepared By: 38

UTILITY WORK SCHEDULE

Location

(Station to Station) Description of Utility Work Activity

Duration

(calendar days) Predecessor Activity

124-165 (Move 1)

Thoms Woronik

Eversource Electric

Schedule

The following schedule identifies each major activity of utility work in sequential order to be performed by the utility or its contractor. The location of each activity of work is identified by the baseline stationing on the CTDOT plans. All activities identify the predecessor activity which must be completed before a utility work activity may progress. The duration provided is the number of calendar days required to complete the utility work activity based on historical information and production rates.

Total Calendar Days:

Project

Project

Project

Project

Order material, bid project and schedule construction

Set poles and anchors: Poles 3141, 60494

Frame poles, shift, and reconductor overhead conductors.

Remove existing poles 3141, 3141S and 60494

Formal notification to proceed received from CDOT

Taking lines staked in areas of the pole installations.

material recieved, set poles and anchors

Communication company shift facilities

0124-0165 18

Prepared By: 4

Project Set pole 3141 Taking lines staked in areas of the pole installations.

UTILITY WORK SCHEDULE

124-165 (Move 2)

Eversource Electric

Thoms Woronik Total Calendar Days:

Schedule

The following schedule identifies each major activity of utility work in sequential order to be performed by the utility or its contractor. The location of each activity of work is identified by the baseline stationing on the CTDOT plans. All activities identify the predecessor activity which must be completed before a utility work activity may progress. The duration provided is the number of calendar days required to complete the utility work activity based on historical information and production rates.

Location

(Station to Station) Description of Utility Work Activity Predecessor Activity

Duration

(calendar days)

Project Frame poles, shift, and reconductor overhead conductors.

material recieved, set poles and anchors

Project Remove existing pole 3141 Communication company shift facilities

0124-0165 19

CTDOT Project Number: Town:

Project Description:

CTDOT Utilities Engineer:

Phone: Email:

Utility Company:

Prepared By: Date Prepared:

Phone: Email:

The Aquarion Water Company has an existing facilities within the limits of State Project 124-165.

Aquarion will utilize the State's Contractor to complete the permanent relocations required for this project. The existing water main along River Street shall be relocated accoding to the contract drawings. Existing Aquarion facilities located along River Street shall be relocated and installed in coordination with project construction. Pipe and fittings will be supplied by the State’s Contractor. The State’s Contractor will perform the relocation work in conformance with direction provided by the Aquarion project representative. The Aquarion relocation work has been designed and detailed to be constructed in sequence with the project improvements.

The following describes the limiting factors that must be planned for in the scheduling and performance of the utility work. For example, restrictions on cut-overs, outages, limitations on customer service interruptions (e.g. nights, weekends, holidays), seasonal and environmental shutdown periods, long lead material procurements, etc..

UTILITY WORK SCHEDULE Rev 08 02 2016

Scope of Work

Special Considerations and Constraints

Aquarion Water Company Carlos J Vizcarrondo

203 337-5950

124-165 Spot Impr. on Bank Street (Rte 67) and River Place (Rte 313) - Bridge

The following is a description of all utility work planned to be completed in conjunction with the CTDOT project. The narrative describes all work to be carried out by the utility or its contractor, including temporary and permanent work required by the project as well as any additional utility infrastructure work the utility intends on performing within the project limits during the construction of the project.

Seymour cvizcarrondo@aquarionwater.com 19-Apr

0124-01650124-0165 20

Prepared By: 41

UTILITY WORK SCHEDULE Rev 3/2015

Location (Station to Station)

Description of Utility Work Activity Duration

(working days) Predecessor Activity

124-165

Carlos J Vizcarrondo Aquarion Water Company

Schedule The following schedule identifies each major activity of utility work in sequential order to be performed by the utility or its contractor. The location of each activity of work is identified by the baseline stationing on the CTDOT plans. All activities identify the predecessor activity which must be completed before a utility work activity may progress. The duration provided is the number of working days required to complete the utility work activity based on historical information and production rates.

Total Working Days:

Sta. 41+50

Sta 40+50 - Sta. 41+20

Sta. 41+20 - Sta. 41+50

Sta. 39+00 - Sta. 40+50

Complete special test pit at the indicated location.

Complete installation of water main on bridge, including supports Tie in main from bridge to existing blowoff from Project 124-172.

Install main from bridge to where existing water main curently ends.

Fill, chlorinate and pressure test new water main.

None.

Special Test Pit.

Water main on bridge, including supports.

Tie in Main from bridge to existing blowoff from Project 124-172.

Install main from bridge to where existing water main curently ends.

0124-0165 0124-0165 21

Rev. Date 3/9/18

NOTICE TO CONTRACTOR

NOTICE TO CONTRACTOR – GLOBAL POSITIONING SYSTEM (GPS)

COORDINATES FOR SIGNS

The Contractor shall obtain and provide to the Engineer sign installation data, including Global

Positioning System (GPS) latitude and longitude coordinates, for all new State owned and maintained signs. The Engineer shall forward the sign data to the Division of Traffic Engineering for upload into the Highway Sign Inventory and Maintenance Management Program (SIMS). Sign data submissions or questions relating to SIMS or GPS shall be sent to

DOT-SignInventory@ct.gov. Refer to the special provision for Section 12.00 General Clauses For

Highway Signing.

0124-0165 22

Rev. Date 08/22/24

NOTICE TO CONTRACTOR – SITE NUMBERS

The Contractor is hereby notified that the below table shows the Site No. and corresponding

Intersections as part of this contract:

Site No. Intersection No. Description

1 124-201 Route 313 at Route 67 and Franklin Street

2 124-207 Route 313 at Derby Avenue and West Street

0124-0165 23

3-7-19

SECTION 1.02

SECTION 1.02 – PROPOSAL REQUIREMENTS AND CONDITIONS

1.02.01 – Contract Bidding and Award:

After the first sentence of the third paragraph, add the Following:

In accordance with the provisions of the Construction Contract Bidding and Award Manual, bidders must be prequalified for Group No. 8 – Minor Bridges, to be eligible to bid on this project. Bidders that are not prequalified for this work classification will not be approved to bid on this project.

0124-0165 24

Rev. 11/15/24

SECTION 1.05

SECTION 1.05 – CONTROL OF THE WORK

Add the following to the beginning of the first paragraph of Article 1.05.12:

1.05.12 – Payrolls: The Contractor and all subcontractors shall use AASHTOWare Project® software in accordance with Article 1.05.25, with a Department-provided template, or by other means previously accepted by the Department, to electronically upload all Project payrolls, as directed herein.

Add the following to the end of Article 1.05.12:

These requirements shall be included in all subcontracts for this Project.

Add the following new Article 1.05.25:

1.05.25 – Use of AASHTOWare Project® Software: The Contractor and all subcontractor(s) shall use the AASHTOWare Project® software for electronic submittal of all payrolls as outlined in the Department’s AASHTOWare Contractor’s User Manual, found at the

Department’s AASHTOWare Training webpage, and as stated in the specifications.

The Contractor and all subcontractor(s) shall use the AASHTOWare Project® software for monthly verification of project payments at all tiers, as outlined in the Department’s

AASHTOWare Contractor’s User Manual, found at the Department’s AASHTOWare Training webpage, and as stated in the specifications. The Department will inform the Contractor of other deliverables to be similarly submitted, as required.

Within 10 days of execution of the Contract, the Contractor shall submit the name(s) of the

AASHTOWare Software Project Liaison and required staff that will be using the Department’s software for this work. Similarly, within 10 days after the Contractor (or a subcontractor) enters into a subcontractor agreement to sublet any work, they shall submit the name(s) of their

AASHTOWare Software Project Liaison and required staff that will be using the Department’s software for this work. The Contractor and subcontractors shall immediately notify the

Department of any change in Project staff authorized to access the AASHTOWare system or of a need to revise the Project Liaison.

Training materials, such as videos and written guides are available on the Department website for Contractor use. The Contractor and all subcontractors shall be responsible to train their staff.

This AASHTOWare Project® software will require that the Contractor and all subcontractor(s) provide their staff with access to the internet, using devices suitable for this work, at their own expense, throughout the duration of the Project. The Department has obtained licensing that allows the Contractor and subcontractors to access (from the internet) and use of the

AASHTOWare Project® software. The Department will provide the Contractor and

0124-0165 25 https://portal.ct.gov/dot/bureaus/engineering-and-construction/construction/central-construction/aashtoware-resources/training?language=en_US https://portal.ct.gov/dot/bureaus/engineering-and-construction/construction/central-construction/aashtoware-resources/training?language=en_US

Rev. 11/15/24

SECTION 1.05

subcontractors with usernames and passwords to access the AASHTOWare Project® software, at no cost.

The Department shall not be held responsible for delays, lack of processing, or responses to submittals that do not follow the specified guidelines in the Department’s AASHTOWare

Contractor’s User Manual, found at the Department’s AASHTOWare Training webpage.

These requirements shall be included in all subcontracts for this Project.

0124-0165 26 https://portal.ct.gov/dot/bureaus/engineering-and-construction/construction/central-construction/aashtoware-resources/training?language=en_US

Rev. Date 1/15/2026

SECTION 1.06

SECTION 1.06 – CONTROL OF MATERIALS

Replace Section 1.06 in its entirety with the following:

CONTROL OF MATERIALS

1.06.01 – Source of Supply and Material Quality

1.06.02 – Samples and Test

1.06.03 – Storage

1.06.04 – Defective Materials

1.06.05 – Shipping Material

1.06.06 – Vacant

1.06.07 – Certified Test Reports and Materials Certificates

1.06.08 – Warranties, Guarantees and Instruction Sheets

1.06.01 – Source of Supply and Material Quality:

1. Source of Supply: A source of supply is defined as the original manufacturer of material(s) used within a project. A source of supply may fabricate material(s) such as precast concrete structures or hot mix asphalt from components originally manufactured by others. A broker, distributor, or subcontractor using the material(s) must not be identified as a source of supply.

The Contractor must notify the Engineer of the proposed source of supply for each of the materials listed on the Anticipated Source of Material (CON-083) Form within 30 days after bid opening. Should it become necessary for the Contractor to obtain material from sources other than those indicated in the submitted Anticipated Source of Material

(CON-083) Form, the Contractor shall notify the Engineer and resubmit this document to the Department no later than seven (7) days prior to use of the material. The Engineer reserves the right to request additional information regarding such sources.

If, at any time, the Department discovers that materials from a source of supply do not consistently conform to the Contract specifications, the Engineer will notify the

Contractor of its non-conformance and that source of supply shall no longer be used for said application.

a. Buy America Act (BAA): The BAA requires that all permanently incorporated steel and iron used in the construction of the Project must have been produced and fabricated in the United States. It is the intent of this specification to require that all manufacturing processes for all steel and iron materials and products to be used for the Project, from initial melting stage through the application of coating of steel and iron, occur within the United States, with the following exceptions:

1. The Contractor may request, in accordance with 635.410(b)(4) of Title 23 CFR, approval to include a minimal amount of foreign steel in the Project construction.

This amount is defined as 0.1% of the total Contract cost or $2,500.00, whichever is greater. The cost of the foreign steel or iron is defined as its Contract value when delivered to the Project site.

2. Additionally, the FHWA has granted a nationwide waiver of the requirements of

23 CFR 635.410, Buy America Act requirements, for the production of pig iron and processed, pelletized, and reduced iron ore. Items not specifically included in

0124-0165 27 the waiver remain subject to the Buy America Act requirements. The Contractor may request the Engineer to seek from the FHWA a further waiver of said requirements, but it shall be at the sole discretion of the Engineer whether to seek such a waiver.

3. A 2021 amendment to BAA, BABA (as defined below) clarifies that (A) the term

‘‘construction materials’’ shall not include cement and cementitious materials;

aggregates such as stone, sand, or gravel; or aggregate binding agents or additives and (B) shall not include cement and cementitious materials and aggregates such as stone, sand, or gravel, or aggregate binding agents or additives as inputs of the construction material.

b. Build America, Buy America (BABA) Act: BABA does not supersede the BAA iron and steel requirement, however it expands the requirements to include manufactured products and construction materials. Such products and materials permanently incorporated into projects “must be produced in the United

States.” BABA requires the following:

1. All construction materials are manufactured in the United States. This means that all manufacturing processes for the construction material occurred in the United

States.

2. All manufactured products used in the Project are produced in the United States.

This means the manufactured product was manufactured in the United States, and, for projects obligated on or after October 1, 2026, the cost of the components of the manufactured product that are mined, produced, or manufactured in the

United States is greater than 55% of the total cost of all its components of the manufactured product. Manufactured products are considered to be in their final form upon arrival at the job Site.

3. Construction materials include those listed on the Anticipated Source of Material

(CON-083) Form.

2. Material Quality: Only materials conforming to the Contract and accepted by the

Engineer shall be permanently incorporated into the Project.

Prior to installation, material that is damaged or otherwise changed in a way that it no longer meets Contract specifications shall not be incorporated into the Project.

When one manufacturer's product is specified in the Contract, it shall be understood that this represents the standard required. Unless otherwise stated, a comparable product of another manufacturer may be proposed by the Contractor unless the plans or special provisions indicate that no equal will be allowed. The Contractor shall submit a complete description of the proposed product, together with shop drawings, catalog cuts, product data or other descriptive literature for review in accordance with 1.05.02. Should a product be designated as an equal, this will not relieve the Contractor from any material testing requirements or a related Certified Test Report and/or Materials Certificate that may be required.

1.06.02 – Samples and Test: The Contractor shall furnish all required samples without charge and provide secure facilities for their storage. The Contractor shall provide means for, and shall assist in the verification of, all scales, measures, and other devices that it operates or uses in connection with the Project. The Contractor shall provide calibration documentation when requested.

0124-0165 28

The minimum number and size of material samples per Contract item that are required by the Department are listed in the "Minimum Schedule for Acceptance Testing" contained in the Department’s Materials Testing Manual. The acceptance methods used to determine compliance with the Contract are also listed. Should the Contract documents specify additional acceptance methods than those listed in the "Minimum

Schedule for Acceptance Testing," the Contractor shall adhere to those additional requirements. Where applicable, physical testing will be performed in accordance with the test standards which are in effect at the time of bidding, unless otherwise indicated in the Contract. Any item or material not listed in the "Minimum Schedule for Acceptance

Testing," or Contract shall be sampled and tested and/or certified, as directed by the

Engineer.

Certification may be used as the basis for approval of such materials as the Contract documents specify or as the Engineer may require. With regard to such materials, the

Contractor shall furnish the Engineer a Certified Test Report (CTR) and/or Materials

Certificate (MC), in accordance with 1.06.07 for each type of material, as may be required in the “Minimum Schedule for Acceptance Testing.” The Contractor shall bear any costs involved in furnishing the CTR and MC.

If the Contractor has purchased materials for use on a previous Department project and if they meet the requirements of this Contract, then those materials, with the approval of the Engineer, may be used for the Project, provided that the Contractor, acting as the

"supplier," submits a related MC meeting the requirements of 1.06.07. This MC shall further identify the project for which the material was originally purchased and shall be accompanied by a copy of the original MC. Materials that require quality assurance inspection for acceptance such as structural steel and precast components will be subject to re-inspection.

Materials will be rejected by the Engineer whenever, in their judgment, they fail to meet

Contract requirements. The Engineer may accept material or the combination of materials and thereby waive noncomplying test results, provided that the following conditions are met:

1. The Engineer finds results of prior and subsequent series of tests of the material or materials from the same source or sources to be satisfactory.

2. The incidence and degree of nonconformance with the Contract requirements are, in the Engineer's judgment, within reasonable limits.

3. The Contractor, in the Engineer's judgment, had diligently exercised material controls consistent with good practices.

4. No adverse effect on the value or serviceability of the completed work could result from said degree of nonconformance.

The Engineer may, in their discretion, waive testing of minor quantities of a particular material if said material was obtained from sources that have furnished supplies of the material that have consistently met Department testing standards.

1.06.03 – Storage: The Contractor shall store all materials for the Project in a way that will prevent damage, deterioration, and loss, including theft and vandalism. The

Engineer will have easy and prompt access to them for inspection purposes. Materials shall be kept on wooden platforms or on other hard, clean surfaces and not on the ground.

When so directed by the Engineer, the Contractor shall store materials in a weatherproof

0124-0165 29 https://portal.ct.gov/dot/bureaus/engineering-and-construction/construction/material-evaluation-and-specifications?language=en_US building.

The Contractor shall not store materials in any way that would lead to a violation of these specifications including but not limited to 1.10. Stored materials, even if they have been approved by the Engineer prior to their storage, must be inspected by the Engineer and meet all pertinent Contract requirements immediately prior to use of those materials for the Project.

The Contractor shall

1. store products in accordance with the manufacturer’s recommendations;

2. store products at the Site in a manner that will facilitate inspection and measurement or counting of units;

3. store heavy materials away from Project structures so as not to endanger the supporting construction;

4. if the products are subject to damage by the elements, store them off the ground, under cover in a weatherproof enclosure, with ventilation adequate to prevent condensation; and

5. maintain temperature and humidity within any range recommended by the manufacturer.

Off-site staging and storage of materials and equipment may be required due to restrictive Project limits and other operational constraints. Arrangement for off-site staging and storage of materials and equipment shall be the responsibility of the

Contractor. Payment for off-site staging and storage of material and equipment shall be in accordance with 1.09.06.

1.06.04 – Defective Materials: Unless otherwise permitted by the Engineer, all materials not meeting Contract requirements shall be considered defective, shall be rejected, and shall be removed immediately from the Project site.

If deemed necessary, the Engineer may require retesting of materials previously tested, accepted and incorporated into the Project. If materials do not meet the Contract requirements after retesting, the Engineer will decide whether to allow materials to be left in place (with an equitable reduction of payment) or be removed and replaced. No rejected material, the defects of which have been subsequently corrected, shall be used until approval has been given by the Engineer. Should the Contractor fail to comply with these requirements, the Engineer has the authority to order the removal and replacement of defective material and deduct the cost of such removal and replacement from any future payments to the Contractor.

When a material is fabricated, or treated with another material, or when any combination of materials is assembled to form a product, any, or all of which are covered by the Contract specifications, the failure of any components of the product to meet the requirements of the specifications may be sufficient cause for the rejection of the whole combination or product.

1.06.05 – Shipping Material: Any conveyance used for transporting materials must be clean when used, be in proper working condition, have a strong and substantial body that will prevent the loss of materials during transportation, and be approved by the Engineer.

1.06.06 – Vacant

1.06.07 – Certified Test Reports and Materials Certificates: The Contractor shall

0124-0165 30 furnish the Engineer with any Certified Test Report and Materials Certificate required by the Contract and the "Minimum Schedule for Acceptance Testing" contained in the

Department's Materials Testing Manual.

The Contractor shall forward the Certified Test Report and Materials Certificate to the

Engineer, and, in addition, shall deliver a copy of same to the Department's inspector at the Site. Materials for which such documentation is required may be conditionally incorporated into the Project prior to the Engineer’s acceptance of a Certified Test Report and a Materials Certificate; however, payment for such incorporated material may not be made prior to acceptance by the Department of a Certified Test Report and Materials

Certificate indicating that the material meets the Contract requirements.

1. A Certified Test Report (CTR) is a document containing a list of the dimensional, chemical, metallurgical, electrical and physical results obtained from a physical test of the materials involved and shall demonstrate that the materials meet the requirements of the Contract. The CTR shall be signed by a duly authorized and responsible agent of the original manufacturer of the material(s), and the signature must include the date the CTR was signed.

The CTR shall also include the following information:

a. Description of material(s)

b. Date of manufacture of the material(s)

c. Date of test(s)

d. Name of organization to which the material has been consigned

e. Quantity of material represented

f. Means of identifying the consignment, such as label, marking, lot number, etc.

g. Date and method of shipment

h. Name of organization performing the test(s)

2. A Materials Certificate (MC) is a document certifying that the materials, components, and equipment furnished…