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 – SECTION 4.06 AND M.04

SPECIFICATION CHANGES, REV. DATE 12/18/2025

NOTICE TO CONTRACTOR – SECTION 1.06 UPDATED BABA

REQUIREMENTS

NOTICE TO CONTRACTOR - PRE-BID QUESTIONS AND ANSWERS

NOTICE TO CONTRACTOR - CDMS SUBMITTALS

NOTICE TO CONTRACTOR - FEDERAL WAGE DETERMINATIONS

NOTICE TO CONTRACTOR – UTILITY GENERATED SCHEDULES

NOTICE TO CONTRACTOR - UTILITY SPECIFICATIONS

NOTICE TO CONTRACTOR - UTILITY COORDINATION &

RELOCATION

NOTICE TO CONTRACTOR – UTILITY COMPANIES

NOTICE TO CONTRACTOR – PROTECTION OF EXISTING UTILITIES

NOTICE TO CONTRACTOR – GLOBAL POSITIONING SYSTEM (GPS)

COORDINATES FOR SIGNS

NOTICE TO CONTRACTOR – MANDATED USE OF AASHTOWARE

PROJECT CONSTRUCTION MANAGEMENT SOFTWARE (CONSTRUCTION)

NOTICE TO CONTRACTOR – RHODE ISLAND DEPARTMENT OF

TRANSPORTATION TEMPORARY TRAFFIC CONTROL PERMIT

APPROVAL REQUIREMENTS

NOTICE TO CONTRACTOR - MANAGEMENT AND REUSE OF EXCAVATED

MATERIAL

SECTION 1.02 – PROPOSAL REQUIREMENTS AND CONDITIONS

SECTION 1.03 - AWARD AND EXECUTION OF CONTRACT

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 1.20-1.09—MEASUREMENT AND PAYMENT FOR

FACILITIES CONSTRUCTION

SECTION 2.02 - EXCAVATION, FORMATION OF

EMBANKMENT, AND REUSE OF EXCAVATED MATERIAL

SECTION 2.03—STRUCTURE EXCAVATION

SECTION 4.06 - BITUMINOUS CONCRETE

SECTION 6.02 - REINFORCING STEEL

SECTION 12.00 – GENERAL CLAUSES FOR HIGHWAY SIGNING

SECTION M.04 - BITUMINOUS CONCRETE MATERIALS

SECTION M.06 - METALS

ITEM #0202216A – EXCAVATION AND REUSE OF EXISTING

CHANNEL BOTTOM MATERIAL

ITEM #0202217A – SUPPLEMENTAL STREAMBED CHANNEL

MATERIAL

ITEM # 0202315A - DISPOSAL OF CONTROLLED MATERIALS

ITEM #0202449A – REMOVE TEMPORARY FILL AREA

ITEM #0204151A - HANDLING WATER

ITEM #0210821A—WATER POLLUTION CONTROL

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 #0514719A - PRECAST SUBSTRUCTURE ELEMENT

ITEM #0601139A - 12’ X 8’ PRECAST CONCRETE BOX CULVERT

ITEM #0601183A - PRECAST CONCRETE CUT-OFF WALL

ITEM #0603768A – STRUCTURAL STEEL

ITEM #0707009A - MEMBRANE WATERPROOFING (COLD LIQUID

ELASTOMERIC)

ITEM #0819002A - PENETRATING SEALER PROTECTIVE COMPOUND

ITEM #0917010A - REPAIR GUIDERAIL

ITEM #0950040A - CONSERVATION SEEDING FOR SLOPES

ITEM #0952001A – SELECTIVE CLEARING AND THINNING

ITEM #0952051A - CONTROL AND REMOVAL OF INVASIVE VEGETATION

ITEM #0969062A - CONSTRUCTION FIELD OFFICE, MEDIUM

ITEM #0971001A — MAINTENANCE AND PROTECTION OF TRAFFIC

ITEM #0971201A- TAXI SERVICE

ITEM #0974001A –REMOVAL OF EXISTING MASONRY

ITEM #1020030A - TEMPORARY ILLUMINATION UNIT

ITEM #1118101A – TEMPORARY SIGNALIZATION

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

RETROREFLECTIVE SHEETING)

ITEM # 1210111A—4” (YELLOW) TYPE I EPOXY RESIN PAVEMENT

MARKINGS

ITEM # 1210113A—6” (WHITE) TYPE I EPOXY RESIN PAVEMENT

MARKINGS

ITEM #1303210A – DRY HYDRANT ASSEMBLY

ITEM #1507000A - PROTECTION AND SUPPORT OF

EXISTING UTILITIES

PERMITS AND/OR REQUIRED PROVISIONS:

TABLE OF CONTENTS30068-0217

01-21-2026

0068-0217 GENERAL

JULY 8, 2026

FEDERAL AID PROJECT NO. 0101(114)

STATE PROJECT NO. 0068-0217

REPLACEMENT OF BRIDGE NO. 02599

ROUTE 101 OVER ALVIA CHASE RESERVOIR

Town of Killingly

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 Replacement of Bridge No. 02599 Route 101 Over

Alvia Chase Reservoir in the Town of Killingly.

CONTRACT TIME AND LIQUIDATED DAMAGES

Two hundred Forty-four (244 ) calendar days will be allowed for completion of the work on this Contract and the liquidated damages charge to apply will be

Dollars ($ 900.00) per calendar day.

Rev. 1/19/21

0068-0217 GENERAL

Milestone Liquidated Damages

If the Contractor fails to complete the listed activities of Article 1.03.09, as accepted by the

Engineer, by the Milestone Completion Date specified in Article 1.08.03, the Contractor will be assessed a per day liquidated damage charge of Twenty Thousand Dollars ($20,000.00) until the listed activities of Article 1.03.09 are complete and accepted by the Engineer. The assessment of

Milestone Liquidated Damages is separate and independent from any Liquidated Damages that may be assessed by the Contractor for failure to complete the project by the allotted calendar days for the contract as described above.

Rev. Date 01/14/2026

0068-0217

NOTICE TO CONTRACTOR

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).

Rev. Date 01/15/2026

NOTICE TO CONTRACTOR

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.

https://portal.ct.gov/dot/business/forms?language=en_US

September 2016

0068-0217 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.

mailto:dotcontracts@ct.gov

Rev.5/17/2024

NOTICE TO CONTRACTOR

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.

https://ctgovexec.sharepoint.com/sites/DOTCOMPASSKnowledgeCenter/SitePages/LearningTeamHome.aspx

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.

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

NOTICE TO CONTRACTOR – UTILITY GENERATED SCHEDULES

The attached project specific utility work schedules were 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 Section 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 Section 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 Section 1.05.08 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.

0068-0217 NOTICE TO CONTRACTOR10

CTDOT Project Number: Town:

Project Description:

CTDOT Utilities Engineer:

Phone: Email:

Utility Company:

Prepared By: Date Prepared:

Phone: Email:

1.Prior to any temporary/permanent relocation work, the State and/or assigned constractor to secure all required ROW and Tree Trimming in order to proceed.

2. Eversource will schedule its construction as it's workload permits, the State and/or assigned contractor will schedule other utilities attached to the pole line (Frontier, CATV, etc... and all State or

Municipal owned cables and fixtures). This UWS has been completed using only Preliminary Design

Plans. No mark out of edge of road, or construction limits provided and may be subject to change.

UTILITY WORK SCHEDULE Rev 08 02 2016

Scope of Work

Special Considerations and Constraints

(860) 594-3269

Eversource Energy

Rick Arremony

860-249-2200

68-217

Replacement of Bridge #02599 RT 101 over Alvia Chase Reservoir

Jennifer Usher

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.

KILLINGLY

richard.arremony@eversource.com

12/8/2025

JUsher@blcompanies.com

Stage 1: Eversource to trim trees at 100% reimbursement between pole 602 & pole 4622 to allow relocation of OH facilities. State's Contractor to clear trees between pole 4622 to pole 3046.

Eversource & Frontier to stake pole & anchor locations. Perform CBUD. Frontier to install poles and anchors. Eversource to frame poles T1, T2, T3, 3045, 3045-S, and FTR NEW #1. Eversource to shift existing conductors to new pole locations. Stage 2: Eversource &

Frontier to stake pole & anchor locations. Frontier to install poles and anchors. Eversource to frame poles 602, 3043, 4622, 3044, 3044-S, FTR New#2, FTR New2-S, and 3045. Eversource to install new conductors between pole 602 to 3045 on poles installed on Stage 2. Eversource to remove existing conductors between 602 to 3045 off poles T1, T2, and T3 installed on Stage 1.

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..

0068-0217 NOTICE TO CONTRACTOR11

CTDOT Project Number:

Utility Company:

Prepared By: 6

UTILITY WORK SCHEDULE Rev 3/2015

Location

(Station to Station) Description of Utility Work Activity

Duration

(working days) Predecessor Activity

68-217

Rick Arremony

Eversource Energy

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:

00+50-06+00

01+00-06+00

00+00-01+00

00+50-06+00

Frontier & Eversource to stake pole & anchor locations

Eversource to frame poles, install guying, install/shift/remove overhead conductors

State written notification to proceed

8 weeks notice required notice to proceed from State

State's contractor to complete tree trimming

Eversource Tree contractor complete tree trimming

Frontier set poles and anchors

0068-0217 NOTICE TO CONTRACTOR12

Utility Company:

Prepared By: 4

State written permit to proceed 8 weeks noticed required

UTILITY WORK SCHEDULE Rev 3/2015

68-217

Eversource Energy

Rick Arremony Total Working 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 working 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

(working days)

00+50-06+00 Frontier & Eversource to stake pole & anchor locations notice to proceed from State

20+00-26+00 Eversource to frame poles, install guying, install/shift/remove overhead conductors

Frontier set poles and anchors

0068-0217 NOTICE TO CONTRACTOR13

Town:

Phone: Email:

Phone: Email:

Utility Company:

Prepared By:

860.455.6030

JOHN PLIKUS

FRONTIER COMMUNICATIONS

Date Prepared:

john.m.plikus@ftr.com

7/17/2025

KILLINGLY

ROUTE 101 - HARTFORD PIKE

Taylor Vitale tVitale@blcompanies.com

UTILITY WORK SCHEDULE Rev 3/2015

CTDOT Project Number:

Project Description:

CTDOT Utilities Engineer:

(860) 249.2200

068-217

Scope of Work

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..

Special Considerations and Constraints

1.Prior to any temporary/permanent relocation work CT. Dept. of Transportation to secure Temporary

ROW as submitted for guying of temporary relocated poles in order to proceed.

2. Frontier Communications will schedule its construction as it's workload permits, the DOT will schedule other utilities attached to the pole line (Power Co., CATV, etc... and all State or Municipal owned cables and fixtures). This UWS has been completed using only Semi-Final Design Plans. No mark out of edge of road, or construction limits provided and may be subject to change, and is valid six months from the day it was submitted.

TEMPORARY RELOCATION

Loc.1 P3043 to Loc.7 P3146, Cut out and Remove 1055ft of BHAH-25.

Loc.2 P4622(New Loc) Sta.0+40,32'S Place 1-45ft/Class2 Pole.

Loc.3 P3044(New Loc) Sta.2+10,40'N Place 1-50ft/Class2 Pole.

Loc.5 TEMP POLE(New Loc) Sta.4+30,40'S Place 1-50ft/Class2 Pole.

Loc.6 P3045 Sta.5+90,20'S Place 1-45ft/Class2 Pole.

Loc.2 P4622(Old Loc) Sta.0+40,25'S Remove 1-45ft/Class 3 Pole.

Loc.4 P3044(Old Loc) Sta.2+35,25'S Remove 1-45ft/Class 2 Pole.

Loc.6 P3045(Old Loc) Sta.5+90,20'S Remove 1-45ft/Class 3 Pole, 1-ANC & 1-10M DWN Guy. Loc.9

P3044S(Old Loc) Sta.2+38,25'n Remove 1-35ft/Class 3 Pole, 1-ANC & 1-10M DWN Guy. PERMANENT

RELOCATION Loc.2

P4622(Prem Loc) Sta.0+40,22'S Place 1-45ft/Class2 Pole. Loc.4

P3044(Prem Loc) Sta.2+35,22'S Place 1-45ft/Class2 Pole. Loc.6

P3045(Perm Loc) Sta.5+38,25'S Place 1-45ft/Class 2 Pole. Loc.8

P3045S(Perm Loc) Sta.5+38,25'N Place 1-35ft/Class 2 Pole, 1-ANC & 1-10M DWN Guy. Loc.8

P3044S Sta.2+35,22'S Place 1-35ft/Class 2 Pole 1-ANC & 1-10M DWN Guy .

Loc.2 P4622(Temp Loc) Sta.0+40,32'S Remove 1-45ft/Class2 Pole.

Loc.3 P3044(Temp Loc) Sta.2+10,40'N Remove 1-50ft/Class2 Pole.

Loc.5 TEMP POLE(Temp Loc) Sta.4+30,40'S Remove 1-50ft/Class2 Pole.

Loc.8 P3045S Sta.5+90,20'S Remove 1-45ft/Class2 Pole.

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.

0068-0217 NOTICE TO CONTRACTOR14

Shift Aerial Fiber Cable

Remove 3 Temporary Mainline Poles & One Stub Pole.

Shift Aerial Fiber Cable

PERMANENT RELOCATION

Place 2-45ft Class 2 & 2-35ft Class 2 Poles and Required

Guying.

All Other Utilities work complete.Sta.0+40 - 5+90

Sta.0+40 - 5+90

Sta.0+40 - 5+90

Sta.0+40 - 5+90

Bridge Construction Completion

All Other Utilities work complete.

All Other Utilities work complete.

Sta.0+40 - 5+90

Sta.0+40 - 5+90

Place 2-45ft Class 2 & 2-50ft Class 2 Poles and Required

Guying.

EOR Markout 2

Remove 3 Mainline Poles & Stub Pole. All Other Utilities work complete. 1

TEMPORARY RELOCATION

Sta.0+40 - 5+90 P3043 to Loc.7 P3146, Cut out and Remove 1055ft of

BHAH-25.

EOR Markout 1.5

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.

Location

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

Duration

(Working Days)

UTILITY WORK SCHEDULE Rev 3/2015

CTDOT Project Number:

Utility Company:

Prepared By: Total Working Days: 9.5

068-217

FRONTIER COMMUNICATIONS

JOHN PLIKUS

0068-0217 NOTICE TO CONTRACTOR15

0068-0217 NOTICE TO CONTRACTOR16

0068-0217 NOTICE TO CONTRACTOR17

Town:

Phone: Email:

Phone: Email:

Scope of Work

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..

Special Considerations and Constraints

PHASE I- RELOCATION

1. REMOVE FLOWFILL AND EXPOSE LUMEN UNDERGROUND DUCTS TO APROX 25' FROM COFFER DAM

ON EACH SIDE OF BRIDGE.

2. CUT SLOTS IN EXISTING 3x SURFACE MOUNTED 6" FIBERGLASS CONDUITS CROSSING BRIDGE TO

REMOVE LUMEN FIBER OPTIC CABLES. (APROX 40')

432ct UNICORN CABLE

180ct LEVEL 3 CABLE

148ct WILTEL CABLE

3. RELOCATE ALL LUMEN CABLES TO TEMPORARY ATTACHMENT TO COFFER DAM OR TEMP SUPPORTS

OUTSIDE OF COFFERDAM (TO BE INSTALLED BY BRIDGE CONSTRUCTION CONTRACTOR). (APROX 100'

OF SLACK MOVEMENT)

WRAP ALL EXPOSED FIBER OPTIC CABLES IN ORANGE SPLIT DUCT AND WARNING TAPE FLAGS TO

INCREASE VISIBILITY OF EXPOSED FIBER OPTIC CABLES NEAR WORK ZONE

SLACK FOR CABLE RELOCATION HAS BEEN GATHERED IN ADJACENT MANHOLES

PHASE II - RESTORATION

1. ATTACH REPLACEMENT BRIDGE CROSSING DUCTS TO NEW WING WALLS AND SUPPORTS. TIE

EMPTY UNDERGROUND HDPE CONDUITS INTO NEW BRIDGE CROSSING DUCTS. (APROX 40')

2. MOVE TEMPORARLIY RELOCATED FIBER OPTIC CABLE FROM COFFER DAM SUPPORTS BACK TO

BRIDGE CROSSING IN OSBURN SPLIT STEEL CONDUIT.

3. ENCASE ALL UNDERGROUND HDPE CONDUITS IN FLOWFILL AND BACKFILL TRENCH

REPLACEMENT CONDUITS CROSSING BRIDGE ARE TO BE COMPARABLE IN INSIDE DIAMETERTO

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.

KILLINGLY

REPLACEME BRIDGE NO. 02599 RT 101 OVER ALVIA CHASE RESERVIOR

UTILITY WORK SCHEDULE Rev 3/2015

CTDOT Project Number:

Project Description:

CTDOT Utilities Engineer:

0068-0217

Utility Company:

Prepared By:

203-816-7291

IAN GERMAN

Level 3 Communications, LLC

Date Prepared:

Ian.German@Grecowolf.com

0068-0217 NOTICE TO CONTRACTOR18

UTILITY WORK SCHEDULE Rev 3/2015

Utility Company:

Prepared By: Total Working Days: 4

0068-0217

Level 3 Communications, LLC

IAN GERMAN

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.

Location

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

Duration

(Working Days)

STA 2 - STA 4 TEMPORARILY RELOCATE LEVEL 3 180ct, UNICORN 432ct, AND WILTEL 148ct FIBER OPTIC

CABLES

COFFER DAM AND/OR TEMP SUPPORTS

MUST BE IN PLACE

STA 2 - STA 4 RESTORE LUMEN NETWORK BRIDGE ATTACHMENT BRIDGE MUST BE COMPLETE 2

0068-0217 NOTICE TO CONTRACTOR19

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.

NOTICE TO CONTRACTOR - UTILITY COORDINATION &

RELOCATION

The proposed temporary and/or permanent locations of the aerial and underground utility facilities are shown on the plans. The Contractor is required to coordinate the exact location and timing of all utility relocations with the individual utility owners, and to phase construction operations as required to accommodate all (temporary and/or permanent) utility relocations. In addition to field meetings and correspondence, this coordination may include staking of locations, excavation and temporary grading, tree trimming, providing access to existing and future utility locations, and/or other physical work as required to allow for utility relocation work. The Contractor shall engage in the necessary coordination of utility relocations and associated work at no additional cost to the

State.

The Contractor’s schedule of operations and construction phasing plans shall show the anticipated utility relocations in the sequence of construction. Project specific utility work schedule information has been provided by the respective utility companies and is included in “Notice to

Contractor – Utility Generated Schedule”.

The Contractor shall give notice to utility companies a minimum of 30 days prior to required work or services to the utility company. A list of utility companies and representatives is included in

Special Provisions Section 1.07.

The Contractor must coordinate with each utility owner and develop their own schedule of utility relocation work and time required to complete this work based upon their own operational plan and equipment.

NOTICE TO CONTRACTOR – UTILITY COMPANIES

It is understood that any references in the contract documents to Northeast Utilities, CL&P and/or

Yankee Gas are meant to refer to Eversource.

It is understood that any references in the contract documents to AT&T is meant to refer to Frontier

Communications.

NOTICE TO CONTRACTOR – PROTECTION OF EXISTING UTILITIES

Existing utilities shall be maintained during construction. The Contractor shall verify the location of underground and overhead utilities. Construction work within the vicinity of utilities shall be performed in accordance with current safety regulations.

Representatives of the various utility companies shall be allowed access to the work, by the

Contractor.

The Contractor shall be liable for all damages or claims received or sustained by any persons, corporations or property in consequence of damage to the existing utilities, their appurtenances, or other facilities caused directly or indirectly by the operations of the Contractor.

In order to notify utility companies the number 1-800-922-4455 (Call Before You Dig), in accordance with Sections 16-345 through 16-359 of the Public Utilities Regulatory Authority

(PURA) state statutes, must be called at least two (2) full working days prior to the start of excavation. This notification will enable the utility companies to mark out their facilities in the field.

Contractors are cautioned that it is their responsibility to verify locations, conditions, and field dimensions of all existing features, as actual conditions may differ from the information shown on the plans or contained elsewhere in the specifications.

The Contractor shall notify the Engineer prior to the start of work and shall be responsible for all coordination with the Department. The Contractor shall allow the Engineer complete access to the work.

Any damage to any existing private and public utility, as a result of the Contractors operations, shall be repaired to the utility and Engineer's satisfaction at no cost to the State, the Town or the

Utilities, including all materials, labor, etc., required to complete the repairs.

During the excavation for the proposed improvements, the cover over the existing underground

Utilities will be reduced. Therefore, the Contractor shall have the location of the underground

Utilities marked out prior to and following the excavation. The Contractor's attention is directed to the requirements of Article 1.07.13-Contractor's Responsibility for Adjacent Property, Facilities and Services.

Prior to opening an excavation, effort shall be made to determine whether underground installations, i.e., sewer, fuel, electric line, etc., will be encountered and, if so, where such underground installations are located. When the excavation approaches the estimated location of such installation, the exact location shall be determined by careful probing or hand digging, and when it is uncovered, proper supports shall be provided for the existing installation. Utility companies shall be contacted and advised of proposed work prior to the start of actual excavation.

The Contractor shall perform all work in such a manner that will protect each Utility Company's facilities from damage. This may include excavation by hand methods as well as modified compaction methods when working close to underground Utilities. The Contractor is responsible for coordinating their work with each utility sufficiently in advance of the work so that the utility can schedule their work crews.

Rev. Date 3/9/18

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.

Rev. 10/28/22

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.

Rev. 6/22/26

NOTICE TO CONTRACTOR

NOTICE TO CONTRACTOR – RHODE ISLAND DEPARTMENT OF

TRANSPORTATION TEMPORARY TRAFFIC CONTROL PERMIT

APPROVAL REQUIREMENTS

A Temporary Traffic Control Permit has been approved by the Rhode Island Department of

Transportation, and the following must be completed in accordance with the permit approval:

1. A RIDOT Lane Closure Report must be filled out completely a minimum of 72 hours before commencement of work. This report is web-based and can be found at the following link: https://ridot.wufoo.com/forms/ridot-lane-closure-report/.

2. Prior to starting work, please coordinate project schedule with RIDOT Project Manager

Christopher Voccio (Christopher.Voccio@dot.ri.gov) regarding his nearby RIDOT project titled, “General Structures Repair – Killy Brook Bridge, to mitigate any possible conflicts with the detour.

A copy of the approval letter and approved Temporary Traffic Control plans must be on the job site at all times. The contractor is hereby notified that a copy of the Temporary Traffic Control

Permit Approval is included in the Permits and/or Required Provisions section, and that the contractor shall be bound to comply with all requirements of said permit.

270068-0217 https://ridot.wufoo.com/forms/ridot-lane-closure-report/ mailto:Christopher.Voccio@dot.ri.gov

DATE: 5/27/2026

NOTICE TO CONTRACTOR - MANAGEMENT AND REUSE OF EXCAVATED

MATERIAL

An estimated 475 cubic yards of excavated soil has been designated as surplus for this Project.

The Contractor shall follow this guidance for the management of all excavated soil generated during construction.

Environmental site investigations were not conducted within the proposed construction limits for Project No.

0068-0217. While no specific pre-characterization sampling has been performed, it is anticipated that excavated soils may contain low concentrations of various constituents above laboratory reporting limits, consistent with typical incidental releases associated with public roadway corridors. This material is defined by

CTDOT as a “Controlled Material.” Controlled Material is soil generated from a CTDOT Project which, due to known or potential contamination, must have its destination controlled by the Department, but may be reused for similar purposes on CTDOT projects or within CTDOT right-of-way.

Accordingly, all excavated soils generated from Project No. 0068-0217 shall be reused within the Project limits to the greatest extent practicable, placed within the CTDOT right-of way as directed by the Engineer or deposited at the designated Reuse Stockpile Area shown in the Plans. As much as possible, excavated soil suitable for immediate reuse shall be managed at the point of origin for use as backfill. When direct reuse at the point of origin is not feasible, the soil - excluding existing pavement structure (asphalt and subbase), rock, ledge, boulders and concrete shall be transported to the Reuse Stockpile Area in accordance with the special provision for Section 2.02, 2.03 in this Contract and Disposal of Controlled Material, and as directed by the

Engineer.

3-7-19

0068-0217 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. 8A Box Culverts), 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.

Rev. Date 1/12/2026

0068-0217 SECTION 1.03

SECTION 1.03 - AWARD AND EXECUTION OF CONTRACT

Work under this section shall conform to the requirements of Section 1.03 supplemented and amended as follows:

Article 1.03.07 – Insurance: Coverage shall be on a primary basis.

And Replace Subsection 15 with the following:

15. Additional Insured: The following entities must be named as additional insured parties for the Commercial General Liability and Automobile Liability insurance policies required by this

Article and the Special Provisions to the Contract, and any Umbrella Liability Insurance, as applicable, obtained in accordance with this Article. Each policy shall waive right of recovery

(waiver of subrogation) against the following entities.

A. The Chestnut Hill Reservoir Company c/o Wright Investors/Service Holdings

PO Box 742

Mount Kisco, NY 10549

Article 1.03.09 – Contractor Readiness Plan – Add the following:

For all projects that have a scheduled road closure or a critical phase in which Contract work must be completed during a specific timeframe that concludes on a Milestone Completion Date, the

Contractor must develop and submit a Readiness Plan. Some elements of the work may require extra manpower, equipment and work shifts in order to complete the required activities detailed below on or before the specified Milestone Completion Date found in Article 1.08.03.

The Contractor shall develop and submit a Readiness Plan a minimum of thirty (30) days prior to the scheduled start of any detour or roadway closure, for the Department’s review and comment.

A minimum of ten (10) days prior to the scheduled detour or roadway closure date, the Contractor shall provide a confirmation report to the Engineer detailing how the Contractor has addressed all the Department’s comments and pending items. Five (5) days prior to the scheduled start of the detour or closure, the Contractor shall meet with the Department to review any outstanding

Readiness items and coordinate final details for the implementation of the road closure or detour.

The information in the Readiness Plan shall contain at least the following:

a. Scheduled delivery dates for materials that are required to be on site prior to closure of the road

b. A daily bar chart schedule in accordance with the requirements of 1.05.08 which details, Rev. Date 1/12/2026

0068-0217 SECTION 1.03

at minimum, the activities listed below that must be completed by the Milestone

Completion Date. The activities are:

• The closure of Route 101 and implementation of the detour. The closure timeframe begins.

• Close Roadway and Implement Detour

• Install Remaining Temporary Cofferdam and Dewatering

• Remove Top of Existing Structure

• Remove Existing Streambed Material within Existing Structure

• Remove Remaining Portions of Structure

• Excavation to Bottom of No. 6 Crushed Stone

• Place Cut-off Walls and Box Culvert

• Place Existing Channel Bottom Material in Box Culvert

• Erect Wingwalls Footings

• Erect Wingwalls Stems

• Backfill Behind Wingwalls and Culvert

• Place Rip-Rap in Front of Wingwall

• Install Cast-in-Place Parapet

• Top Dress with Natural Streambed Material up to OHW Elevation

• Grade in Front of Culvert at Upstream and Downstream Sides

• Remove Cofferdam Sheeting

• Cut off Cofferdam Sheeting in Watercourse 2 Feet Below Bottom of Channel

• Remove Temporary Bypass Pipe

• Complete Roadway Approach except 2” final lift of HMA and Install Temporary

Barrier

• The reopening of Route 101 to one 12-foot-wide lane of traffic in each direction and 4-foot-wide shoulders, exclusive of temporary alternating one-way traffic operations during the hours permitted by this Contract, that may be necessary to complete the project. The closure timeframe ends.

c. Detail of Required Resources

i. Staffing and shift times

ii. Equipment (include contingency plan for equipment failure)

d. Maintenance and Protection of Traffic coordination

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.

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

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.

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

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 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.

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

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

Rev. Date 1/15/2026

0068-0217 SECTION 1.06

SECTION 1.06 - CONTROL OF MATERIALS

Replace Section 1.06 in its entirety with the following:

SECTION 1.06

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.