L88-005 Addendum 1.pdf

ADDENDUM NUMBER 1

to the “BID DOCUMENTS” for

ARCH STREET

COMPLETE STREETS IMPROVEMENTS

CITY BID NO. 4207

ISSUED BY:

CITY OF NEW BRITAIN, CONNECTICUT

HONORABLE ROBERT SANCHEZ - MAYOR

July 7, 2026

Prospective bidders and all concerned are herewith informed that the following changes are made part of the Bid Documents for the subject project.

Bid #4207 Addendum 1 July 7, 2026

The following amendments, corrections, and additions are hereby made to the Bid

Documents for the Arch Street Complete Streets Improvements project, City Bid

No. 4207:

DATE OF BID OPENING:

No revisions

SPECIFICATIONS:

List of Special Provisions has been revised to correct the item name for Item No.

1002110A from “Install City Furnished Light Standard Foundation” to “Install Furnished Light Standard Foundation”

Special provision for Item No. 0921039A – Detectable Warning Cast Iron Paver has been replaced in its entirety. Change includes powder coating of the cast iron paver.

Special provision for Item No. 0913984A – Temporary Protective Fence has been added.

Form of Bid Page BID-2 through BID-13 have been revised to add the following items:

ITEM #0913984A – TEMPORARY PROTECTIVE FENCE has been added.

ITEM #0976002 – BARRICADE WARING LIGHTS – HIGH INTENSITY has been added.

ITEM #0978002 – TRAFFIC DRUM has been added.

ITEM #0981100 – 42” TRAFFIC CONE has been added.

DRAWINGS:

The following drawings are hereby added:

Drawing number SPC B-157 “Base – Decorative Light Pole” drawn by Eversource Energy has been added included in the plan set.

BIDDER QUESTION ANSWERS:

The answers to following bidder questions are hereby incorporated into the contract documents:

No questions submitted at this time.

Addendum No. 1

100 Constitution Plaza, 10th Floor ▪ Hartford, CT 06103 ▪ T (860) 249-2200 ▪ F (860) 249-2400 ▪ www.blcompanies.com

An Employee-Owned Company

CITY OF NEW BRITAIN

ARCH STREET COMPLETE STREETS IMPROVEMENTS

NEW BRITAIN, CONNECTICUT

STATE PROJECT NO. L088-0005

100% DESIGN SUBMISSION

LIST OF SPECIAL PROVISIONS

TABLE OF CONTENTS:

NTC – Special Provisions

NTC – As-Built Plans

NTC – Best Management Practices for the Protection of the Environment

NTC – City of New Britain Disclaimer

NTC – City Permits

NTC – Contract Time and Liquidated Damages

NTC – Work Near Eversource Utilities

NTC – Dust Control

NTC – Eversource Metered Service

NTC – Fire Department, Police, and Emergency Medical Services

NTC – Mast Arm Design Requirements

NTC – Mast Arm Submittal Package

NTC – Noise Pollution

NTC – Contractor Training Requirements for 10-Hour OSHA Construction Safety and

Health Course

NTC – Overtime by City Employees

NTC – Portland Cement Concrete (PCC) Mix Classifications

NTC – Pedestrians

NTC – Procurement of Materials

NTC – Protection and Coordination of Existing Utilities

NTC – Safeguarding of Residences and Commercial Properties

NTC – Salvageable or Saved Materials

NTC – Sign Inventory

NTC – Site Numbers

NTC – Submittals for Imported Aggregates

NTC – Technical Specifications

NTC – Traffic Signals

NTC – Utility Generated Schedule

NTC – Vehicle Emissions

NTC – Verification of Plan Dimensions and Field Measurements

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 10.00 – General Clauses for Highway Illumination and Traffic Signal Projects

Arch Street Complete Streets Improvements

State Project No. L088-0005

ITEM NO. DESCRIPTION

0100241A Decorative Arch

0202452A Test Pit Excavation

0202559A Remove and Reset Survey Monument

0219011A Sediment Control System at Catch Basin

0402899A Granite Block

0404100A Bituminous Concrete Patching – Pavement Reconstruction - City

0755014A Geotextile (Separation – High Survivability)

0514989A Placemaking Pylon

0514990A Gateway Pylon

0603661A Paint Galvanized Existing Mast Arm

0913984A Temporary Protective Fence

0914018A Ornamental Metal Fence (4’ High) 0921001A Concrete Sidewalk

0921005A Concrete Sidewalk Ramp

0921013A Concrete Driveway Apron

0921024A Brick Paver Sidewalk

0921039A Detectable Warning Cast Iron Paver

0921099A Flexi-Pave Pavement at New Tree

0922005A Stamped Asphalt Crosswalk

0944000A Furnishing and Placing Topsoil

0949038A Cercis Canadensis

0949424A Acer Buergerianum

0949493A Ulmus Americana ‘Princeton’ 0949770A Acer Campestre

0949735A Nyssa Sylvatica

0949991A Tilia Cordata

0949600A Juniperus Virginiana ‘Grey Owl’ 0949000A Wood Chip Mulch

0949432A Root Barrier

0952001A Selective Clearing and Thinning

0971001A Maintenance and Protection of Traffic

1002110A Install Furnished Light Standard Foundation

1002202A Traffic Control Foundation – Mast Arm

1003912A Remove Concrete Light Standard Base

1008127A 2” Sch 80 PVC Conduit

1008117A 3” RMC

1008908A Clean Existing Conduit

1010037A Precast Concrete Polymer Handhole

1010052A Cast Iron Handhole Cover Type 1

1010054A Cast Iron Handhole Cover Type 2

1010060A Clean Existing Concrete Handhole

1012010A No 10 Single Conductor

Arch Street Complete Streets Improvements

State Project No. L088-0005

1012038A No 8 Single Conductor

1012042A No 12 Single Conductor

1015010A No. 8 Bare Copper Grounding Conductor

1017032A Service (Metered)

1017047A Eversource Vault Connection

1017001A Service Entrance And Cabinet – Type 1

1018031A Festoon Lighting

1108727A Phase Selector (Audio)

1112207A Siren Detector

1102002A 8’ Aluminum Pedestal 1104022A 15’ Steel Mast Arm Assembly

1104026A 25’ Steel Mast Arm Assembly

1104031A 35’ Steel Mast Arm Assembly

1105103A 1 Way, 3 Section Mast Arm Traffic Signal

1106001A 1 Way Pedestrian Signal Pole Mounted

1106003A 1 Way Pedestrian Signal Pedestal Mounted

1106004A 2 Way Pedestrian Signal Pedestal Mounted

1107011A Accessible Pedestrian Signal and Detector (Type A)

1108118A ATC NEMA TS2, Type 2 Controller and Cabinet (16 Phase)

1108165A Replace Controller in Existing Cabinet

1108187A System Integration

1108660A Ethernet Switch

1112286A 360 Degree Camera Assembly

1112287A 360 Degree Video Detection Processor

1113725A 23 AWG 4 Twisted Pair Category 6 Cable

1112214A IP Video Camera Assembly

1118012A Removal and/or Relocation of Traffic Signal Equipment

1118051A Temporary Signalization (Site #1)

1118052A Temporary Signalization (Site #2)

1206023A Removal and Relocation of Existing Signs

1208931A Sign Face – Sheet Aluminum (Type IX Retroreflective Sheeting)

1208937A Sign Face – Sheet Aluminum (Type XI Retroreflective Sheeting)

1220027A Construction Signs

1302061A Adjust Gate Box (Water)

1302062A Adjust Gate Box (Gas)

1403501A Reset Manhole (Sanitary Sewer)

1500209A Reset Manhole (Electric)

1500210A Reset Manhole (Telephone)

Item #0921039A

ITEM #0921039A – DETECTABLE WARNING CAST IRON PAVER

DESCRIPTION:

The work of this item includes furnishing all materials, equipment, supplies, accessories, incidentals, labor and supervision, and performing all operations required to furnish and install Detectable Warning

Cast Iron Paver as shown on the drawings, as specified herein, and as is additionally required to properly complete the work, including the removing and disposal of all surplus materials, excavation, furnishing and installing the concrete base slab, detectable warning iron pavers, and expansion joints.

Submittals:

Detectable Warning Cast Iron Paver

1. Samples: Submit manufacturer’s samples of materials and finishes.

2. Product Data: Submit manufacturer’s product data, storage and handling requirements and recommendations and installation methods.

3. Shop Drawings: Submit manufacturer’s shop drawings, including plans and elevations, indicating overall dimensions.

4. Warranty: Manufacturer’s standard warranty.

Quality Assurance:

1. Manufacturer’s Qualifications: Manufacturer regularly engaged in manufacture of tactile warning strips for more than 5 years.

2. Product Support: Products are supported with complete engineering drawings and design patents.

MATERIALS:

Detectable Warning Cast Iron Paver:

The Detectable Warning Cast Iron Pavers, for new construction, shall be cast iron, 24 inch x 24 inch paver as shown on plans. Straight and radial detectable warning cast iron paver plates shall be ADA /

ABA compliant, with slip resistant surface. Plate shall be heavy duty gray iron, compliant with ASTM

A48 CL35B. The detectible warning cast iron paver shall be powder coated with a UV and slip resistant coating in the light grey color or as approved by the engineer. Color samples to be submitted to the City for approval prior to fabrication. The detectible warning cast iron paver shall have a 24 inch width of tactile warning strip for dimensioned lengths, unless otherwise indicated on plan. Detectable warning cast iron paver shall be manufactured with integral anchor lugs to ensure solid attachment to cast-in-place concrete.

Concrete Base Slab:

Conform to Section 0921024A of these specifications with the following additions:

All concrete base slabs will receive wire mesh reinforcing 2 inches below the top of the slab. Wire mesh reinforcing shall be plain finish welded steel, W1.4 x W 1.4 wire spaced 6" x 6" both ways meeting

ASTM specifications A-185-02. The mesh shall be lapped 6"and tied together with wire spaced not over

12" on center to prevent displacement set.

CONSTRUCTION METHODS:

Protection of Finished Surfaces:

Finished surfaces adjacent to the paving work shall be adequately protected from soiling, staining, and other damage during construction.

Delivery, Storage, and Handling:

1. Delivery: Deliver materials to site in manufacturer’s original, unopened containers and packaging, with labels clearly identifying product names and manufacturer.

2. Storage: Store materials in clean, dry area in accordance with manufacturer’s instructions. Keep materials in manufacturer’s original, unopened containers and packaging until installation.

3. Handling: Protect materials and finish during handling and installation to prevent damage.

Excavation:

Work under this item shall consist of removing and disposing of existing sidewalk and foundation to a full depth. Wherever portions of concrete sidewalks or concrete driveway ramps are to be removed, such removals shall be made to neat lines. Partial removals shall generally be to existing joints except when a location other than a joint is identified on the plans or set by the Engineer due to construction staging limits. At removal limits where a joint is not present, the Contractor shall sawcut the concrete full depth to create a neat line. The bottom of the excavation shall be graded smooth and thoroughly compacted to a firm, even surface using a roller weighing not less than five tons or a motor driven vibratory compactor.

Concrete Base Slab:

Concrete installation shall conform to Section 0921024A of these specifications. Additional requirements for concrete slab are as follows:

All concrete base slabs shall receive 6 x 6 – W1.4 x W1.4 welded wire mesh reinforcing 2 inches below the top of the slab. Wire mesh reinforcing shall be plain finish welded steel, W1.4 x W1.4 wire spaced 6" x 6" both ways meeting ASTM specifications A-185-02. The mesh shall be lapped 6"and tied together with wire spaced not over 12" on center to prevent displacement set.

Detectable Warning Cast Iron Paver:

Install detectable warning cast iron paver in accordance with manufacturer’s instructions at locations indicated on the drawings. Any cutting required to fit detectable warning to an abutting piece, shall be done making every effort that cut line does not bisect the tactile domes, but falls between them. If cuts do bisect a dome, then the edge of the cut dome must be ground to meet ADA requirements for change in vertical grades. Cut pieces shall be dry fitted to ensure tight butt joint between plates prior to placing tactile warning in wet concrete. Set plates in wet concrete at final position. Keep wet concrete off of the top surface of the plates at all times. Press tiles into wet concrete to final elevation. Finish brick paving around assembled plates. Plates must be flush with abutting surface and flush curbing.

METHOD OF MEASUREMENT:

Detectable Warning Cast Iron Paver will be measured on a per square foot basis, complete, in-place, as shown on the Drawings, as specified herein, and as directed by the Engineer. Price shall include all materials, equipment, tools and labor incidental thereto including the removing and disposal of all surplus materials, excavation, furnishing and installing the concrete base slab, detectable warning cast iron pavers, and expansion joints.

BASIS OF PAYMENT:

The detectable warning iron paver will be paid for at the contract unit price per square foot for

“DETECTABLE WARNING CAST IRON PAVER” which price shall include all materials, equipment, tools and labor incidental thereto including the removing and disposal of all surplus materials, excavation, furnishing and installing the concrete base slab, detectable warning iron pavers, and expansion joints.

Pay Item Pay Unit Detectable Warning Cast Iron Paver SF

Rev. 01/29/2013

ITEM #0913984A

ITEM #0913984A – TEMPORARY PROTECTIVE FENCE

Work under this item shall conform to the requirements of Section 9.13 supplemented and amended as follows:

Description:

Work under this item shall consist of furnishing, installing, maintaining, repairing, resetting, relocating as required, and removing temporary protective fence to delineate pedestrian walkways and to isolate work zones from pedestrians in accordance with the item

“MAINTENANCE AND PROTECTION OF TRAFFIC”, as shown on the plans and as ordered by the Engineer.

Materials:

Fencing materials shall be chainlink, wood or other suitable material in accordance with the latest edition of the MUTCD for a pedestrian channelizing device with a minimum height of

1.8m and with a continuous detectable edging.

Where fencing is to be located on permanent paved or concrete surfaces, such fencing shall be self-supporting without the need for anchorage into the bituminous or concrete surface. Fence sections shall be ballasted as necessary to secure individual fence sections from inadvertent movement. The materials used shall be new or in good condition, if previously used.

Construction Methods:

The Contractor shall have, available on the project, a sufficient length of temporary fence to provide adequate control of pedestrian movement as required by the plans and in accordance with the item “MAINTENANCE AND PROTECTION OF TRAFFIC”.

Method of Measurement:

This work will be measured for payment by the number of linear feet of temporary protective fence furnished and used on the project for protection and control of pedestrian movements.

Temporary fencing installed by the Contractor to secure construction laydown areas but otherwise not required for channelizing pedestrian movements shall not be measured for payment under this item but shall be considered incidental to the general cost of construction.

Basis of Payment:

This item will be paid for at the contract unit price per linear foot for “Temporary Protective

Fence”, which price shall include furnishing, installing, maintaining, repairing, resetting, relocating as required, and removing the temporary protective fencing required for the project as shown on the plans and as ordered by the Engineer. Temporary protective fence will be paid for once, regardless of the number of times or locations it is used on the project.

Pay Item Pay Unit Temporary Protective Fence LF

0202000 50 c.y.

EARTH EXCAVATION at____________________ dollars and____________________ cents per cubic yard. $ $

0202100 5 c.y.

ROCK EXCAVATION at____________________ dollars and____________________ cents per cubic yard. $ $

0202452A 88 c.y.

TEST PIT EXCAVATION at __________________ dollars and ____________________ cents per cubic yard. $ $

0202529 1154 l.f.

CUT BITUMINOUS CONCRETE PAVEMENT

at____________________ dollars and____________________ cents per linear foot. $ $

0202559A 6 ea.

REMOVE AND RESET SURVEY MONUMENT

at____________________ dollars and____________________ cents per each. $ $

0219011A 20 ea.

SEDIMENT CONTROL SYSTEM AT CATCH BASIN

at____________________ dollars and____________________ cents per each. $ $

0286001.10 11 c.y.

ROCK IN DRAINAGE TRENCH EXCAVATION 0'-10'

DEEP at____________________ dollars and____________________ cents per cubic yard. $ $

0402899A 35 ea.

GRANITE BLOCK (2x2x2 GRANITE BLOCK ON FOUNDATION) at____________________ dollars and____________________ cents per each. $ $

0404100A 665 s.y.

BITUMINOUS CONCRETE PATCHING - PAVEMENT

RECONSTRUCTION - CITY

at____________________ dollars and____________________ cents per square yard.

0406171 31 ton

HMA S0.5 at____________________ dollars and____________________ cents per ton.

0406236 35 gal

MATERIAL FOR TACK COAT

at____________________ dollars and____________________ cents per gallon. $ $

0406275 296 s.y.

FINE MILLING OF BITUMINOUS CONCRETE (0" TO

4") at____________________ dollars and____________________ cents per square yard. $ $

0586001.10 3 ea.

TYPE 'C' CATCH BASIN - 0' - 10' DEEP

at____________________ dollars and____________________ cents per each. $ $

Arch Street Complete Streets Improvements

PROPOSAL FORM

New Britain

LOTCIP NO. L088-0005

DESCRIPTION AND WRITTEN UNIT PRICE AMOUNTITEM NO. EST. QTY. UNITS UNIT PRICE

LOTCIP No. L088-0005 Form of Bid

BID-4Addendum No. 1

DESCRIPTION AND WRITTEN UNIT PRICE AMOUNTITEM NO. EST. QTY. UNITS UNIT PRICE

0586003.10 1 ea.

TYPE 'C' CATCH BASIN DOUBLE GRATE TYPE 1 - 0' -

10' DEEP at____________________ dollars and____________________ cents per each. $ $

0586040.10 1 ea.

TYPE 'C-L' CATCH BASIN - 0' - 10' DEEP

at____________________ dollars and____________________ cents per each. $ $

0586300.10 2 ea.

OFFSET CATCH BASIN - 0'-10' DEEP

at____________________ dollars and____________________ cents per each. $ $

0586300.11 4 ea.

CONVERT CATCH BASIN TO OFFSET CATCH BASIN -

0'-10' DEEP at____________________ dollars and____________________ cents per each. $ $

0586500.10 3 ea.

MANHOLE - 0' - 10' DEEP at____________________ dollars and____________________ cents per each.

0586651 5 ea.

RESET MANHOLE (STORM)

at____________________ dollars and____________________ cents per each. $ $

0586703 6 ea.

CONVERT CATCH BASIN TO MANHOLE

at____________________ dollars and____________________ cents per each. $ $

0586790.10 2 ea.

REMOVE DRAINAGE STRUCTURE - 0' - 10' DEEP

at____________________ dollars and____________________ cents per each. $ $

0603661A 4 ea.

PAINT GALVANIZED EXISTING MAST ARM

at____________________ dollars and____________________ cents per each. $ $

0653630 10 ea.

CLEAN EXISTING DRAINAGE STRUCTURE

at____________________ dollars and____________________ cents per each. $ $

0686000.12 287 l.f.

12" R.C. PIPE - 0' - 10' DEEP

at____________________ dollars and____________________ cents per linear foot. $ $

0686950.10 16 l.f.

REMOVE EXISTING PIPE - 0' - 10' DEEP

at____________________ dollars and____________________ cents per linear foot. $ $

0755014A 665 s.y.

GEOTEXTILE (SEPARATION - HIGH SURVIVABILITY)

at____________________ dollars and____________________ cents per square yard. $ $

0811001 94 l.f.

CONCRETE CURBING at____________________ dollars and____________________ cents per linear foot. $ $

0813042 1788 l.f.

6"x20" GRANITE STONE CURBING at____________________ dollars and____________________ cents per linear foot. $ $

BID-5Addendum No. 1

0813052 850 l.f.

6"x20" GRANITE CURVED STONE CURBING at____________________ dollars and____________________ cents per linear foot. $ $

0814002 51 l.f.

RESET GRANITE STONE CURBING

at____________________ dollars and____________________ cents per linear foot. $ $

0913984A 500 l.f.

TEMPORARY PROTECTIVE FENCE

at____________________ dollars and____________________ cents per linear foot. $ $

0914018A 124 l.f.

ORNAMENTAL METAL FENCE (4' HIGH)

at____________________ dollars and____________________ cents per linear foot. $ $

0921001A 18500 s.f.

CONCRETE SIDEWALK at____________________ dollars and____________________ cents per square foot. $ $

0921005A 303 s.f.

CONCRETE SIDEWALK RAMP

at____________________ dollars and____________________ cents per square foot. $ $

0921013A 5439 s.f.

CONCRETE DRIVEWAY APRON

at____________________ dollars and____________________ cents per square foot. $ $

0921024A 23908 s.f.

BRICK PAVER SIDEWALK at____________________ dollars and____________________ cents per square foot. $ $

0921039A 387 s.f.

DETECTABLE WARNING CAST IRON PAVER

at____________________ dollars and____________________ cents per square foot. $ $

0921099A 764 s.f.

FLEXI-PAVE PAVEMENT AT NEW TREE

at____________________ dollars and____________________ cents per square foot. $ $

0922005A 3787 s.f.

STAMPED ASPHALT CROSSWALK

at____________________ dollars and____________________ cents per square foot. $ $

0922500 147 s.y.

BITUMINOUS CONCRETE DRIVEWAY

(COMMERCIAL) at____________________ dollars and____________________ cents per square yard. $ $

0944000A 247 s.y.

FURNISHING AND PLACING TOPSOIL

at____________________ dollars and____________________ cents per square yard. $ $

0949000A 3 s.y.

WOOD CHIP MULCH at____________________ dollars and____________________ cents per square yard. $ $

0949038A 7 l.f.

CERCIS CANADENSIS at____________________ dollars and____________________ cents per linear foot. $ $

BID-6Addendum No. 1

0949424A 1 ea.

ACER BUERGERIANUM at____________________ dollars and____________________ cents per each.

0949432A 541 l.f.

ROOT BARRIER at____________________ dollars and____________________ cents per linear foot.

0949493A 3 ea.

ULMUS AMERICANA 'PRINCETON'

at____________________ dollars and____________________ cents per each. $ $

0949600A 5 ea.

JUNIPERUS VIRGINIANA 'GREY OWL'

at____________________ dollars and____________________ cents per each. $ $

0949735A 16 ea.

NYSSA SYLVATICA at____________________ dollars and____________________ cents per each.

0949770A 2 ea.

ACER CAMPESTRE at____________________ dollars and____________________ cents per each.

0949991A 12 ea.

TILIA CORDATA at____________________ dollars and____________________ cents per each.

0949998 91 s.f.

ORNAMENTAL GRASSES at____________________ dollars and____________________ cents per square foot. $ $

0950005 247 s.y.

TURF ESTABLISHMENT at____________________ dollars and____________________ cents per square yard. $ $

0952001A 1 l.s.

SELECTIVE CLEARING AND THINNING

at____________________ dollars and____________________ cents per lump sum. $ $

0970006 1 est.

TRAFFICPERSON (MUNICIPAL POLICE OFFICER)

at 150,000 dollars and zero cents per estimate.

150,000.00$ 150,000.00$

0970007 40 hr

TRAFFICPERSON (UNIFORMED FLAGGER)

at____________________ dollars and____________________ cents per hour. $ $

0971001A 1 l.s.

MAINTENANCE AND PROTECTION OF TRAFFIC

at____________________ dollars and____________________ cents per lump sum. $ $

0975004 1 l.s.

MOBILIZATION AND PROJECT CLOSEOUT (7%)

at____________________ dollars and____________________ cents per lump sum. $ $

0976002 1440 day

BARRICADE WARNING LIGHTS - HIGH INTENSITY

at____________________ dollars and____________________ cents per day. $ $

BID-7Addendum No. 1

0978002 50 ea.

TRAFFIC DRUM at____________________ dollars and____________________ cents per each.

0980020 1 l.s.

CONSTRUCTION SURVEYING (1%)

at____________________ dollars and____________________ cents per lump sum. $ $

0981100 50 ea.

42" TRAFFIC CONE at____________________ dollars and____________________ cents per each.

1001001 483 l.f.

TRENCHING AND BACKFILLING

at____________________ dollars and____________________ cents per linear foot. $ $

1002010 9 ea.

LIGHT POLE BASE at____________________ dollars and____________________ cents per each.

1002110A 9 ea.

INSTALL FURNISHED LIGHT STANDARD

FOUNDATION at____________________ dollars and____________________ cents per each. $ $

1002202A 4 ea.

TRAFFIC CONTROL FOUNDATION- MAST ARM

at____________________ dollars and____________________ cents per each. $ $

1002203 11 ea.

TRAFFIC CONTROL FOUNDATION-PEDESTAL-TYPE

I at____________________ dollars and____________________ cents per each. $ $

1002208 1 ea.

TRAFFIC CONTROL FOUNDATION - CONTROLLER -

TYPE IV at____________________ dollars and____________________ cents per each. $ $

1003912A 2 ea.

REMOVE CONCRETE LIGHT STANDARD BASE

at____________________ dollars and____________________ cents per each. $ $

1003916 9 ea.

REMOVE AND RELOCATE LIGHT STANDARD

at____________________ dollars and____________________ cents per each. $ $

1004440 9 ea.

REMOVE AND RELOCATE EXISTING ROADWAY

LUMINAIRE at____________________ dollars and____________________ cents per each. $ $

1008115 502 l.f.

2'' RIGID METAL CONDUIT IN TRENCH

at____________________ dollars and____________________ cents per linear foot. $ $

1008117A 126 l.f.

3" RMC at____________________ dollars and____________________ cents per linear foot.

1008127A 3050 l.f.

2" SCH 80 PVC CONDUIT at____________________ dollars and____________________ cents per linear foot. $ $

BID-8Addendum No. 1

1008215 361 l.f.

2'' RIGID METAL CONDUIT UNDER ROADWAY

at____________________ dollars and____________________ cents per linear foot. $ $

1008908A 766 l.f.

CLEAN EXISTING CONDUIT

at____________________ dollars and____________________ cents per linear foot. $ $

1010001 19 ea.

CONCRETE HANDHOLE at____________________ dollars and____________________ cents per each.

1010037A 5 ea.

PRECAST CONCRETE POLYMER HANDHOLE

at____________________ dollars and____________________ cents per each. $ $

1010052A 22 ea.

CAST IRON HANDHOLE COVER, TYPE I

at ___________________ dollars

1010054A 1 ea.

CAST IRON HANDHOLE COVER, TYPE II

at____________________ dollars and____________________ cents per each. $ $

1010060A 6 ea.

CLEAN EXISTING CONCRETE HANDHOLE

at____________________ dollars and____________________ cents per each. $ $

1010905 1 ea.

RESET CONCRETE HANDHOLE

at ____________________ dollars and ___________________ cents per each. $ $

1012010A 325 l.f.

NO. 10 SINGLE CONDUCTOR

at____________________ dollars and____________________ cents per linear foot. $ $

1012038A 1150 l.f.

NO. 8 SINGLE CONDUCTOR

at____________________ dollars and____________________ cents per linear foot. $ $

1012042A 1580 l.f.

NO. 12 SINGLE CONDUCTOR

at____________________ dollars and____________________ cents per linear foot. $ $

1015010A 1524 l.f.

NO. 8 BARE COPPER GROUNDING CONDUCTOR

at____________________ dollars and____________________ cents per linear foot. $ $

1017001A 3 ea.

SERVICE ENTRANCE AND CABINET - TYPE I

at____________________ dollars and____________________ cents per each. $ $

1017032A 3 ea.

SERVICE (METERED) at____________________ dollars and____________________ cents per each.

1017047A 2 ea.

EVERSOURCE VAULT CONNECTION

at____________________ dollars and____________________ cents per each. $ $

BID-9Addendum No. 1

1018031A 1 l.s.

FESTOON LIGHTING at____________________ dollars and____________________ cents per lump sum. $ $

1102002A 11 ea.

8' ALUMINUM PEDESTAL at____________________ dollars and____________________ cents per each.

1104022A 2 ea.

15' STEEL MAST ARM ASSEMBLY

at____________________ dollars and____________________ cents per each. $ $

1104026A 1 ea.

25' STEEL MAST ARM ASSEMBLY

at____________________ dollars and____________________ cents per each. $ $

1104031A 1 ea.

35' STEEL MAST ARM ASSEMBLY

at____________________ dollars and____________________ cents per each. $ $

1105103A 8 ea.

1 WAY, 3 SECTION MAST ARM TRAFFIC SIGNAL

at____________________ dollars and____________________ cents per each. $ $

1106001A 3 ea.

1 WAY PEDESTRIAN SIGNAL POLE MOUNTED

at____________________ dollars and____________________ cents per each. $ $

1106003A 9 ea.

1 WAY PEDESTRIAN SIGNAL PEDESTAL MOUNTED

at____________________ dollars and____________________ cents per each. $ $

1106004A 8 ea.

2 WAY PEDESTRIAN SIGNAL PEDESTAL MOUNTED

at____________________ dollars and____________________ cents per each. $ $

1107011A 16 ea.

ACCESSIBLE PEDESTRIAN SIGNAL AND DETECTOR

(TYPE A) at____________________ dollars and____________________ cents per each. $ $

1108118A 1 ea.

ATC NEMA TS2, TYPE 2 CONTROLLER AND

CABINET (16 PHASE) at____________________ dollars and____________________ cents per each. $ $

1108165A 1 ea.

REPLACE CONTROLLER IN EXISTING CABINET

at____________________ dollars and____________________ cents per each. $ $

1108187A 1 l.s.

SYSTEM INTEGRATION at____________________ dollars and____________________ cents per lump sum. $ $

1108660A 1 ea.

ETHERNET SWITCH at____________________ dollars and____________________ cents per each.

1108727A 1 ea.

PHASE SELECTOR (AUDIO)

at____________________ dollars and____________________ cents per each. $ $

BID-10Addendum No. 1

1112207A 4 ea.

SIREN DETECTOR at____________________ dollars and____________________ cents per each.

1112214A 4 ea.

IP VIDEO CAMERA ASSEMBLY

at____________________ dollars and____________________ cents per each. $ $

1112286A 1 ea.

360-DEGREE CAMERA ASSEMBLY

at____________________ dollars and____________________ cents per each. $ $

1112287A 1 ea.

360 DEGREE VIDEO DETECTION PROCESSOR

at____________________ dollars and____________________ cents per each. $ $

1113050 500 l.f.

2 CONDUCTOR NO. 14 CABLE

at____________________ dollars and____________________ cents per linear foot. $ $

1113102 1000 l.f.

5 CONDUCTOR NO. 14 CABLE

at____________________ dollars and____________________ cents per linear foot. $ $

1113103 1400 l.f.

7 CONDUCTOR NO. 14 CABLE

at____________________ dollars and____________________ cents per linear foot. $ $

1113725A 625 l.f.

23 AWG 4 TWISTED PAIR CATEGORY 6 CABLE

at____________________ dollars and____________________ cents per linear foot. $ $

1118012A 1 l.s.

REMOVAL AND/OR RELOCATION OF EXISTING

TRAFFIC EQUIPMENT at____________________ dollars and____________________ cents per lump sum.

1118051A 1 l.s.

TEMPORARY SIGNALIZATION (SITE NO. 1)

at____________________ dollars and____________________ cents per lump sum. $ $

1118052A 1 l.s.

TEMPORARY SIGNALIZATION (SITE NO.2)

at____________________ dollars and____________________ cents per lump sum. $ $

1206023A 1 l.s.

REMOVAL AND RELOCATION OF EXISTING SIGNS

at____________________ dollars and____________________ cents per lump sum. $ $

1208931A 269 s.f.

SIGN FACE - SHEET ALUMINUM (TYPE IX

RETROREFLECTIVE SHEETING)

at____________________ dollars and____________________ cents per square foot.

1208937A 252 s.f.

SIGN FACE - SHEET ALUMINUM (TYPE XI

RETROREFLECTIVE SHEETING)

at____________________ dollars and____________________ cents per square foot.

1210101 2025 l.f.

4" WHITE EPOXY RESIN PAVEMENT MARKINGS

at____________________ dollars and____________________ cents per linear foot. $ $

BID-11Addendum No. 1

1210102 4889 l.f.

4" YELLOW EPOXY RESIN PAVEMENT MARKINGS

at____________________ dollars and____________________ cents per linear foot. $ $

1210105 307 s.f.

EPOXY RESIN PAVEMENT MARKINGS, SYMBOLS

AND LEGENDS at____________________ dollars and____________________ cents per square foot. $ $

1220027A 570 s.f.

CONSTRUCTION SIGNS at____________________ dollars and____________________ cents per square foot. $ $

1302061A 45 ea.

ADJUST GATE BOX (WATER)

at____________________ dollars and____________________ cents per each. $ $

1302062A 37 ea.

ADJUST GATE BOX (GAS) at _________________ dollars and _____________________cents per each.

1403501A 1 ea.

RESET MANHOLE (SANITARY SEWER)

at____________________ dollars and____________________ cents per each. $ $

1500209A 16 ea.

REST MANHOLE (ELECTRIC)

at ___________________dollars and____________________cents per each. $ $

1500210A 3 ea.

RESET MANHOLE (TELEPHONE)

at____________________ dollars and____________________ cents per each. $ $

BID-12Addendum No. 1

0100241A 1 ea.

DECORATIVE ARCH at ______________________ dollars and ____________________cents per each.

0514989A 2 ea.

PLACEMAKING PYLON at _____________________ dollars and ____________________cents per each.

0514990A 1 ea.

GATEWAY PYLON at ___________________dollars and___________________________ cents per each.

Add up all values in the “Amount” column and insert the total here and as your Bid Alternate Proposal

"Unit price" amounts are to be shown in both words and figures. In case of discrepancy, the amount shown in words will govern. In case of discrepancy between "unit price" and "extended price", the unit price will govern.

Under penalty of perjury and other remedies available to the City of New Britain, the undersigned certifies this proposal is submitted without collusion, and all responses are true and accurate. If awarded this proposal it is agreed this forms a contractual obligation to provide services at the fees specified in this Proposal Form, subject to and in accordance with all instructions, proposal and contract documents, including any addenda, which are all made part of this proposal.

Signature of Authorized Person Date

Printed Name of Authorized Person

Company Title of Authorized Person

Name of Company

SUBTOTAL

The total amount of this Bid Alternate Proposal at______________________________________ dollars and________________________________ cents

Bid Alternate A

SUBTOTAL

The total amount of this Base Proposal at______________________________________ dollars and________________________________ cents Add up all values in the “Amount” column and insert the total here and as your Base Proposal

BID-13Addendum No. 1

Address of Company

City, State, and Zip Code

Telephone Number Facsimile Number

END OF PROPOSAL FORM

BID-14Addendum No. 1

BASE − DECORATIVE LIGHT POLE

PRECAST CONCRETE − STANDARD − 14−INCH BOLT CIRCLE

EVERSOURCE ENERGY

APPROVED

ORIGINAL

MATERIAL SPECIFICATION SPC B−157

12/18/00

9″

9″

9−7/8″

18″

2−3/4″

11″

Notes

1. Concrete and concrete design shall be in accordance with ACI 318−1986.

2. Final 28−day concrete strength to be 5000 psi.

3. Anchor bolts to be steel per ASTM A36−1987E1, 3/4″ x 24″ with 3−inch leg, rolled threads preferred, 4−inch thread, w/galvanized hex nut and round flat galvanized washer. Threaded end to be galvanized a minimum of 6 inches.

4. The 6−inch handhole at center of bolt circle projects into a 6−inch−wide slot 28 inches high through the base.

5. Manufacturer’s identification and month/year when manufactured shall be legibly marked in/on concrete within

3 inches of the top.

6. Eversource Item #566238 shall be written on side of base with an indelible marker.

6″

6″ ID

14″ BOLT CIRCLE

28″48″

1″

NOTE 5

3″ MAX

GROUND LINE

SIDE FRONT

SECTION A−A

12″ SQ

12−1/2″ SQ

3/4″

RECESS

A A