SWANTON-HIGHGATE STP FPAV(77)
| Location: | Vermont |
|---|---|
| Posted: | May 20, 2026 |
| Due: | Jun 12, 2026 |
| Agency: | State of Vermont - Agency of Transportation |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | C03281 |
| Publication URL: | To access bid details, please log in. |
| CONSTRUCTION ADVERTISEMENTS | QUESTIONS DUE PRIOR TO 4:30 PM | ADDENDA | BID OPENING |
|
C03281 SWANTON-HIGHGATE STP FPAV(77) PROPOSAL TMP Checklist APPROVED BIDDERS LIST PLAN HOLDERS LIST DOWNLOAD PLANS IN iCX |
6/3/2026 |
6/12/2026 |
Attachment Preview
VERMONT AGENCY OF TRANSPORTATION
SWANTON-HIGHGATE STP FPAV(77)
MONTPELIER, VERMONT
May 20, 2026
INVITATION FOR BIDS
Submitted bids will be opened electronically at 11:00 AM on Friday, June 12, 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: BEGINNING ON VT ROUTE 207 IN THE TOWN OF SWANTON AT MM 0.000 AND EXTENDING
NORTHERLY ALONG VT ROUTE 207 FOR A DISTANCE OF APPROXIMATELY 6.778 MILES (35,786.48 FEET) TO MM
1.991 IN THE TOWN OF HIGHGATE.
TYPE OF CONSTRUCTION: WORK TO BE PERFORMED UNDER THIS PROJECT INCLUDES FINE-MILLING AND
RESURFACING THE EXISTING HIGHWAY, GUARDRAIL IMPROVEMENTS, PAVEMENT MARKINGS AND OTHER
RELATED HIGHWAY ITEMS.
CONTRACT COMPLETION DATE: This Contract shall be completed on or before August 02, 2027.
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 D.
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, June 3, 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
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TELECOMMUNICATIONS RELAY SERVICE
TTY/TDD 1-800-253-0191
ESTIMATE OF QUANTITIES
ITEM NO.
DESCRIPTION
QUANTITY UNITS
203.4000 SHOULDER BERM REMOVAL
650.000 LF
204.2200 TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.)
1.000 CY
210.1200 FINE-MILLING, BITUMINOUS PAVEMENT
107,600.00 SY
0
402.1300 AGGREGATE SHOULDERS, RAP
1,120.000 TON
404.1100 TACK COAT, EMULSIFIED ASPHALT
880.000 CWT
406.0410 BITUMINOUS CONCRETE PAVEMENT, TYPE IVS, QA TIER I
11,000.000 TON
406.2400 BITUMINOUS CONCRETE PAVEMENT, SURFACE PREPARATION, TYPE
100.000 TON
IVS
406.3400 BITUMINOUS CONCRETE PAVEMENT, NON-PAVER PLACED, TYPE IVS
730.000 SY
406.9100 PAY ADJUSTMENT, BCP, MIXTURE PROPERTIES (N.A.B.I.)
1.000 DL
410.1000 MATERIAL TRANSFER VEHICLE
9,410.000 TON
516.1000 BRIDGE EXPANSION JOINT, ASPHALTIC PLUG
66.000 LF
580.1203 CONCRETE REPAIR MATERIAL, TYPE III
25.000 CF
604.4101 REHABILITATING DIS, CATCH BASINS, OR MANHOLES, CLASS I
7.000 EACH
604.4102 REHABILITATING DIS, CATCH BASINS, OR MANHOLES, CLASS II
1.000 EACH
604.4103 REHABILITATING DIS, CATCH BASINS, OR MANHOLES, CLASS III
1.000 EACH
608.2501 ALL-PURPOSE EXCAVATOR RENTAL, TYPE I
110.000 HR
608.3001 POWER BROOM RENTAL, TYPE I
50.000 HR
608.3002 POWER BROOM RENTAL, TYPE II
90.000 HR
608.3700 TRUCK RENTAL
220.000 HR
608.4001 LOADER RENTAL, TYPE I
35.000 HR
613.1001 STONE FILL, TYPE I
100.000 CY
616.3500 TREATED TIMBER CURB
40.000 LF
616.4700 BITUMINOUS CONCRETE GUTTERS AND TRAFFIC ISLANDS
11.000 TON
621.0100 REMOVAL OF GUARDRAIL
275.000 LF
621.0220 ADJUST HEIGHT OF GUARDRAIL
230.000 LF
621.0300 REPLACE GUARDRAIL BEAM UNIT, W-BEAM
25.000 EACH
621.0360 REPLACE GUARDRAIL POST ASSEMBLY, W-BEAM WITH 6 FOOT POSTS
90.000 EACH
621.1060 STEEL BEAM GUARDRAIL
275.000 LF
621.1500 STEEL BEAM GUARDRAIL OFFSET BLOCK
90.000 EACH
621.1520 ANCHOR FOR STEEL BEAM GUARDRAIL
2.000 EACH
621.1560 TRAFFIC BARRIER DELINEATOR
55.000 EACH
630.1000 UNIFORMED TRAFFIC OFFICERS
300.000 HR
630.1500 FLAGGERS
2,800.000 HR
631.1000 FIELD OFFICE, ENGINEER’S
1.000 LS
631.1700 TESTING EQUIPMENT, BITUMINOUS
1.000 LS
631.2600 FIELD OFFICE COMMUNICATIONS (N.A.B.I.)
3,000.000 DL
635.1100 MOBILIZATION/DEMOBILIZATION
1.000 LS
641.1100 TRAFFIC CONTROL, ALL-INCLUSIVE
1.000 LS
641.1500 PORTABLE CHANGEABLE MESSAGE SIGN
5.000 EACH
646.6020 TEMPORARY 4 INCH WHITE LINE, PAINT
83,200.000 LF
646.6120 TEMPORARY 4 INCH YELLOW LINE, PAINT
73,750.000 LF
646.6420 TEMPORARY 8 INCH WHITE LINE, PAINT
140.000 LF
646.6820 TEMPORARY 24 INCH STOP BAR, PAINT
40.000 LF
646.6920 TEMPORARY LETTER OR SYMBOL, PAINT
24.000 EACH
646.7600 LINE STRIPING TARGETS
26,300.000 EACH
651.1500 TURF ESTABLISHMENT, GENERAL SEED
8,050.000 SY
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653.1000 HAY MULCH
4.000 TON
653.2001 ROLLED EROSION CONTROL PRODUCT, TYPE I
100.000 SY
676.1000 DELINEATOR WITH STEEL POST
12.000 EACH
676.1200 REMOVAL OF EXISTING DELINEATOR AND POST
12.000 EACH
690.0300 PRICE ADJUSTMENT, ASPHALT (N.A.B.I.)
1.000 DL
690.0400 PRICE ADJUSTMENT, FUEL (N.A.B.I.)
1.000 DL
OPTION - DURABLE 24 INCH STOP BAR OPTIONS - DURABLE 24 INCH STOP BAR, EPOXY PAINT
646.4830 DURABLE 24 INCH STOP BAR, EPOXY PAINT
40.000 LF
OPTION - DURABLE 24 INCH STOP BAR OPTIONS - DURABLE 24 INCH STOP BAR, POLYUREA
646.4840 DURABLE 24 INCH STOP BAR, POLYUREA
40.000 LF
OPTION - DURABLE LETTER OR SYMBOL OPTIONS - DURABLE LETTER OR SYMBOL, EPOXY PAINT
646.4930 DURABLE LETTER OR SYMBOL, EPOXY PAINT
24.000 EACH
OPTION - DURABLE LETTER OR SYMBOL OPTIONS - DURABLE LETTER OR SYMBOL, POLYUREA
646.4940 DURABLE LETTER OR SYMBOL, POLYUREA
24.000 EACH
OPTION - PAVEMENT MARKING OPTIONS - EPOXY PAINT ITEMS
646.4030 DURABLE 4 INCH WHITE LINE, EPOXY PAINT
71,300.000 LF
646.4130 DURABLE 4 INCH YELLOW LINE, EPOXY PAINT
59,400.000 LF
646.4430 DURABLE 8 INCH WHITE LINE, EPOXY PAINT
140.000 LF
OPTION - PAVEMENT MARKING OPTIONS - POLYUREA PAINT ITEMS
646.4040 DURABLE 4 INCH WHITE LINE, POLYUREA
71,300.000 LF
646.4140 DURABLE 4 INCH YELLOW LINE, POLYUREA
59,400.000 LF
646.4440 DURABLE 8 INCH WHITE LINE, POLYUREA
140.000 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 3
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