Project Information

Bid Title

FAIRLEE IM 091-2(91) Addendum #2

Issuing Agency

State of Vermont - Agency of Transportation

Location

Vermont

Published Date

May 1, 2026

Closing Date

May 29, 2026

Government Level

State & Local

Status

Closed

Ref. #

C03272

Original Source

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Project Description

CONSTRUCTION ADVERTISEMENTS	QUESTIONS DUE PRIOR TO 4:30 PM	ADDENDA	BID OPENING
C03272 FAIRLEE IM 091-2(91) PROPOSAL Geotechnical Data Report I-91 Southbound Condition Data TMP Checklist Record Plans APPROVED BIDDERS LIST PLAN HOLDERS LIST DOWNLOAD PLANS IN iCX	5/20/2026	Addendum #1 Addendum #2	5/29/2026

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VERMONT AGENCY OF TRANSPORTATION

FAIRLEE IM 091-2(91)

MONTPELIER, VERMONT

April 22, 2026

INVITATION FOR BIDS

Submitted bids will be opened electronically at 11:00 AM on Friday, May 29, 2026; and will be posted to the Vermont

Agency of Transportation website. The time of receiving and opening bids may be postponed due to emergencies or

unforeseen conditions.

LOCATION: BRIDGES 55-2 AND 55-3 ARE LOCATED APPROXIMATELY 0.6 MILES SOUTH OF EXIT 15 ALONG

INTERSTATE 91 (I-91).

TYPE OF CONSTRUCTION: REPLACEMENT OF BRIDGES 55-2 AND 55-3 WITH A PRECAST CONCRETE

STRUCTURE AND CONSTRUCTION OF TEMPORARY CROSSOVERS, ALONG WITH RELATED APPROACH

ROADWAY AND CHANNEL WORK. SURFACE PREPARATION, MILLING, AND PAVING I-91 SOUTHBOUND

BETWEEN MILE MARKERS 89.852 AND 91.513.

CONTRACT COMPLETION DATE: This Contract shall be completed on or before October 15, 2028.

BID BOND: Electronic bid bond to be submitted in the amount of 5% of the Contractor's bid.

ENGINEER's ESTIMATE: For this proposal the Engineer's Estimate is Category G.

PLANS AND PROPOSALS MAY BE OBTAINED AT NO COST BY: On the VTrans website at:

https://vtrans.vermont.gov/contract-admin/bids-requests/construction-contracting

QUESTIONS: During the advertisement period, all questions shall be addressed solely to the Office of Contract

Administration via email: AOT.ConstructionContractingInquiry@vermont.gov. All inquiries must be received by 4:30 PM

on Wednesday, May 20, 2026.

PREQUALIFICATION OF CONTRACTORS: All bidders on this project must hold both current annual Prequalification

with the Vermont Agency of Transportation through the "Contractor's Experience Questionnaire and Financial Statement"

and unconditioned project-specific approval through the "Standard Form - Request for Proposal" CA-82 form. These

documents are available at: https://vtrans.vermont.gov/sites/aot/files/contractadmin/documents/PreQualCA82.pdf, and

must be submitted/uploaded through the iCXWeb website at: https://vtrans.exevision.com/icx/Index.aspx

STANDARD SPECIFICATIONS: The work to be performed under this Contract shall be in accordance with the 2024

Standard Specifications for Construction, as modified. The Standard Specifications are available on the Vermont Agency

of Transportation website.

https://vtrans.vermont.gov/highway/construct-material/construct-services/pre-contractspecifications

NON-COLLUSION AFFIDAVIT: All bidders will be required to execute a sworn statement, certifying that the bidder has

not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in

restraint of free competitive bidding in connection with this Contract.

NONDISCRIMINATION IN AGENCY CONTRACTS: VTrans hereby notifies all bidders that it will insure that in any

contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to

submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, religion, sex,

or national origin in consideration for an award.

MANDATORY ELECTRONIC BIDDING: Bidders are hereby notified that only electronic bids will be accepted by the

Agency. For information on electronic bidding with the Agency, please visit our website at:

https://vtrans.vermont.gov/contract-admin/resources/construction-contracting/electronic-bidding

Page 1

TELECOMMUNICATIONS RELAY SERVICE

TTY/TDD 1-800-253-0191

ESTIMATE OF QUANTITIES

ITEM NO.

DESCRIPTION

201.1000 CLEARING AND GRUBBING, INCLUDING INDIVIDUAL TREES AND

STUMPS

203.1500 COMMON EXCAVATION

203.2700 UNCLASSIFIED CHANNEL EXCAVATION

203.3000 EARTH BORROW

203.3100 SAND BORROW

203.3200 GRANULAR BORROW

204.2200 TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.)

204.2500 STRUCTURE EXCAVATION

204.3000 GRANULAR BACKFILL FOR STRUCTURES

210.1000 COARSE-MILLING, BITUMINOUS PAVEMENT

210.1200 FINE-MILLING, BITUMINOUS PAVEMENT

213.2010 MILLED RUMBLE STRIPS, SHOULDER

225.0500001 TEMPORARY SUPPORT OF EXCAVATION

240.0100 TEMPORARY ACCESS ROAD (NORTHBOUND ACCESS)

240.0100 TEMPORARY ACCESS ROAD (SOUTHBOUND ACCESS)

240.0100004 DIVIDED HIGHWAY CROSSOVER (NORTHBOUND CROSSOVER)

240.0100004 DIVIDED HIGHWAY CROSSOVER (SOUTHBOUND CROSSOVER)

301.3500 SUBBASE OF DENSE GRADED CRUSHED STONE

401.1000 AGGREGATE SURFACE COURSE

402.1300 AGGREGATE SHOULDERS, RAP

404.1100 TACK COAT, EMULSIFIED ASPHALT

406.0230 BITUMINOUS CONCRETE PAVEMENT, TYPE IIS, QA TIER III

406.0310 BITUMINOUS CONCRETE PAVEMENT, TYPE IIIS, QA TIER I

406.0430 BITUMINOUS CONCRETE PAVEMENT, TYPE IVS, QA TIER III

406.2400 BITUMINOUS CONCRETE PAVEMENT, SURFACE PREPARATION, TYPE

IVS

406.9100 PAY ADJUSTMENT, BCP, MIXTURE PROPERTIES (N.A.B.I.)

406.9200 PAY ADJUSTMENT, BCP, MAT DENSITY (N.A.B.I.)

406.9300 PAY ADJUSTMENT, BCP, LONGITUDINAL JOINT DENSITY (N.A.B.I.)

406.9400 PAY ADJUSTMENT, BCP, PAVEMENT ROUGHNESS (N.A.B.I.)

410.1000 MATERIAL TRANSFER VEHICLE

514.1000 WATER REPELLENT, SILANE

529.1500 REMOVAL OF STRUCTURE (7FT DIA X 290FT LENGTH CMP)

540.1000 PRECAST CONCRETE STRUCTURE (18FT X13FT X292FT PRECAST

BOX CULVERT)

541.4500 FLOWABLE FILL

604.6500 DECOMMISSION DROP INLET

608.1500 POWER GRADER RENTAL

608.2501 ALL-PURPOSE EXCAVATOR RENTAL, TYPE I

608.3001 POWER BROOM RENTAL, TYPE I

608.3002 POWER BROOM RENTAL, TYPE II

608.3700 TRUCK RENTAL

613.0602 E-STONE FILL, TYPE II

614.1000 TEMPORARY RELOCATION OF STREAM

620.2500 WOVEN WIRE FENCE WITH STEEL POSTS

620.4000 STEEL BRACE FOR WOVEN WIRE FENCE

620.5500 REMOVAL OF EXISTING FENCE

QUANTITY UNITS

1.000 LS

6,300.000 CY

590.000 CY

800.000 CY

2,500.000 CY

800.000 CY

1.000 CY

44,500.000 CY

2,700.000 CY

650.000 SY

40,300.000 SY

18,800.000 LF

1.000 LS

1.000 LS

1.000 LS

1.000 LS

1.000 LS

3,150.000 CY

50.000 CY

275.000 TON

600.000 CWT

1,025.000 TON

4,950.000 TON

750.000 TON

10.000 TON

1.000 DL

1.000 DL

1.000 DL

1.000 DL

6,700.000 TON

10.000 GAL

2.000 EACH

1.000 LS

5.000 CY

1.000 EACH

10.000 HR

10.000 HR

100.000 HR

100.000 HR

10.000 HR

800.000 CY

1.000 EACH

780.000 LF

12.000 EACH

840.000 LF

Page 2

621.0100 REMOVAL OF GUARDRAIL

600.000 LF

621.0210 REMOVE AND RESET GUARDRAIL

200.000 LF

621.0220 ADJUST HEIGHT OF GUARDRAIL

175.000 LF

621.0300 REPLACE GUARDRAIL BEAM UNIT, W-BEAM

15.000 EACH

621.0360 REPLACE GUARDRAIL POST ASSEMBLY, W-BEAM WITH 6 FOOT POSTS

30.000 EACH

621.1060 STEEL BEAM GUARDRAIL

675.000 LF

621.1500 STEEL BEAM GUARDRAIL OFFSET BLOCK

30.000 EACH

621.1530 ANCHOR FOR STEEL BEAM GUARDRAIL, MGS

4.000 EACH

621.1560 TRAFFIC BARRIER DELINEATOR

100.000 EACH

621.3130 MTS, MGS, FLARED, TL-3

1.000 EACH

630.1000 UNIFORMED TRAFFIC OFFICERS

800.000 HR

630.1500 FLAGGERS

150.000 HR

631.1000 FIELD OFFICE, ENGINEER’S

1.000 LS

631.1600 TESTING EQUIPMENT, CONCRETE

1.000 LS

631.1700 TESTING EQUIPMENT, BITUMINOUS

1.000 LS

631.1900 TESTING EQUIPMENT, GROUT

1.000 LS

631.2600 FIELD OFFICE COMMUNICATIONS (N.A.B.I.)

6,000.000 DL

633.1000 CPM SCHEDULE

13.000 EACH

635.1100 MOBILIZATION/DEMOBILIZATION

1.000 LS

641.1100 TRAFFIC CONTROL, ALL-INCLUSIVE (NORTHBOUND BARREL AND

1.000 LS

CROSSOVER)

641.1100 TRAFFIC CONTROL, ALL-INCLUSIVE (SOUTHBOUND BARREL AND

1.000 LS

CROSSOVER)

641.1500 PORTABLE CHANGEABLE MESSAGE SIGN

4.000 EACH

641.1600 PORTABLE ARROW BOARD

4.000 EACH

646.6200 TEMPORARY 6 INCH WHITE LINE

25,750.000 LF

646.6212 TEMPORARY 6 INCH WHITE LINE, TYPE C TAPE

700.000 LF

646.6300 TEMPORARY 6 INCH YELLOW LINE

20,000.000 LF

646.6600 TEMPORARY 12 INCH WHITE LINE

650.000 LF

646.7600 LINE STRIPING TARGETS

4,800.000 EACH

649.1100 GEOTEXTILE FOR ROADBED SEPARATOR

1,965.000 SY

649.3100 GEOTEXTILE UNDER STONE FILL

550.000 SY

651.1500 TURF ESTABLISHMENT, GENERAL SEED

38,100.000 SY

651.1600 TURF ESTABLISHMENT, SPECIALTY SEED (POLLINATOR DRY MIX)

15,500.000 SY

651.1600 TURF ESTABLISHMENT, SPECIALTY SEED (POLLINATOR WET MIX)

1,000.000 SY

651.3500 TOPSOIL

700.000 CY

651.4012 GRUBBING MATERIAL, 12 INCH

400.000 SY

653.0100 EPSC PLAN

1.000 LS

653.0200 MONITORING EPSC PLAN

120.000 HR

653.0300 MAINTENANCE OF EPSC PLAN (N.A.B.I.)

3,000.000 DL

653.1000 HAY MULCH

18.000 TON

653.1200 STRAW MULCH

3.000 TON

653.2001 ROLLED EROSION CONTROL PRODUCT, TYPE I

16,050.000 SY

653.2501 CHECK DAM, TYPE I

150.000 CY

653.3500 STABILIZED CONSTRUCTION ENTRANCE

210.000 CY

653.4001 INLET PROTECTION DEVICE, TYPE I

21.000 EACH

653.4002 INLET PROTECTION DEVICE, TYPE II

1.000 EACH

653.4003 INLET PROTECTION DEVICE, TYPE III

40.000 CY

653.4500 FILTER BAG

4.000 EACH

653.4701 SILT FENCE, TYPE I

1,160.000 LF

653.4702 SILT FENCE, TYPE II

1,000.000 LF

653.5000 BARRIER FENCE

700.000 LF

653.5500 PROJECT DEMARCATION FENCE

1,700.000 LF

653.6000 EROSION LOG

2,600.000 LF

656.1200 TUBELINGS

80.000 EACH

656.6500 LANDSCAPE WATERING

12.000 MGAL

656.8000 LANDSCAPE BACKFILL, TRUCK MEASUREMENT

31.000 CY

Page 3

675.2000 TRAFFIC SIGN, FLAT SHEET ALUMINUM

675.3100 W-SHAPE STEEL SIGN POST

675.4100 FOUNDATION FOR W-SHAPE STEEL POST, 24 INCH DIAMETER

675.5000 SIGN REMOVAL, FLAT SHEET ALUMINUM

675.5100 SIGN REMOVAL, EXTRUDED ALUMINUM

675.6000 RESETTING SIGNS

676.1000 DELINEATOR WITH STEEL POST

676.1200 REMOVAL OF EXISTING DELINEATOR AND POST

690.0300 PRICE ADJUSTMENT, ASPHALT (N.A.B.I.)

690.0400 PRICE ADJUSTMENT, FUEL (N.A.B.I.)

OPTION - PAVEMENT MARKING OPTIONS - EPOXY PAINT ITEMS

646.4230 DURABLE 6 INCH WHITE LINE, EPOXY PAINT

646.4330 DURABLE 6 INCH YELLOW LINE, EPOXY PAINT

646.4630 DURABLE 12 INCH WHITE LINE, EPOXY PAINT

OPTION - PAVEMENT MARKING OPTIONS - POLYUREA ITEMS

646.4240 DURABLE 6 INCH WHITE LINE, POLYUREA

646.4340 DURABLE 6 INCH YELLOW LINE, POLYUREA

646.4640 DURABLE 12 INCH WHITE LINE, POLYUREA

8.840 SF

1,060.000 LB

2.000 EACH

6.000 EACH

3.000 EACH

3.000 EACH

7.000 EACH

7.000 EACH

1.000 DL

1.000 DL

13,500.000 LF

10,500.000 LF

325.000 LF

13,500.000 LF

10,500.000 LF

325.000 LF

The estimates of quantities are not guaranteed, but are given as a basis for the comparison of bids.

The right is reserved to reject any or all bids, to waive any formality, and any and all technicalities in bids, and to accept

such bids as may be deemed in the best interest of the awarding agency.

Page 4

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