WALLINGFORD-RUTLAND NHG SGNL(71)

Location: Vermont
Posted: Mar 25, 2026
Due: Apr 17, 2026
Agency: State of Vermont - Agency of Transportation
Type of Government: State & Local
Category:
  • S - Utilities and Training Services
Solicitation No: C03264
Publication URL: To access bid details, please log in.
CONSTRUCTION ADVERTISEMENTS QUESTIONS DUE PRIOR TO 4:30 PM ADDENDA BID OPENING

C03264

WALLINGFORD-RUTLAND NHG SGNL(71)

PROPOSAL

Geotechnical Data Report
TMP Checklist
APPROVED BIDDERS LIST

PLAN HOLDERS LIST

DOWNLOAD PLANS IN iCX

4/8/2026

4/17/2026

Attachment Preview

VERMONT AGENCY OF TRANSPORTATION
WALLINGFORD-RUTLAND NHG SGNL(71)
MONTPELIER, VERMONT
March 25, 2026
INVITATION FOR BIDS
Submitted bids will be opened electronically at 11:00 AM on Friday, April 17, 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: WALLINGFORD: INTERSECTION OF US ROUTE 7/VT ROUTE 140/DEPOT STREET; CLARENDON:
INTERSECTION OF US ROUTE 7/VT ROUTE 103/TH-19; RUTLAND TOWN: INTERSECTION OF US ROUTE
4/SHOPPING CENTER.
TYPE OF CONSTRUCTION: WORK TO BE PERFORMED INCLUDES THE REMOVAL OF EXISTING TRAFFIC SIGNAL
SYSTEM AND INSTALLATION OF NEW TRAFFIC SIGNAL SYSTEM INCLUDING MAST ARMS POLES, OVERHEAD
LIGHTING, PEDESTRIAN PEDESTAL POLES, CONTROLLER AND OTHER SIGNAL AND HIGHWAY RELATED ITEMS.
CONTRACT COMPLETION DATE: This Contract shall be completed on or before June 30, 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, April 8, 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
203.1500 COMMON EXCAVATION
203.3100 SAND BORROW
204.2000 TRENCH EXCAVATION OF EARTH
204.2200 TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.)
204.3000 GRANULAR BACKFILL FOR STRUCTURES
210.1200 FINE-MILLING, BITUMINOUS PAVEMENT
301.2600 SUBBASE OF CRUSHED GRAVEL, FINE GRADED
404.1100 TACK COAT, EMULSIFIED ASPHALT
406.0230 BITUMINOUS CONCRETE PAVEMENT, TYPE IIS, QA TIER III
406.0430 BITUMINOUS CONCRETE PAVEMENT, TYPE IVS, QA TIER III
406.3400 BITUMINOUS CONCRETE PAVEMENT, NON-PAVER PLACED, TYPE IVS
406.9100 PAY ADJUSTMENT, BCP, MIXTURE PROPERTIES (N.A.B.I.)
406.9200 PAY ADJUSTMENT, BCP, MAT DENSITY (N.A.B.I.)
601.0815 18 INCH RCP CLASS III
601.2605 12 INCH CPEP(SL)
601.2615 18 INCH CPEP(SL)
604.2000 PRECAST REINFORCED CONCRETE CATCH BASIN WITH CAST IRON
GRATE
604.2100 PRECAST REINFORCED CONCRETE MANHOLE WITH CAST IRON
COVER
604.4000 CHANGING ELEVATION OF DIS, CATCH BASINS, OR MANHOLES
604.4200 CHANGING ELEVATION OF SEWER MANHOLES
616.2100 VERTICAL GRANITE CURB
616.4000 REMOVING AND RESETTING CURB
618.1005 PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH
618.3000 DETECTABLE WARNING SURFACE
618.4005 STAMPED CONCRETE APRON, 5 INCH
621.0210 REMOVE AND RESET GUARDRAIL
625.1008 SLEEVES FOR UTILITIES, HDPE, 8 INCH
625.1012 SLEEVES FOR UTILITIES, HDPE, 12 INCH
625.5004 DIRECT BURIAL CONDUIT, 1 TO 4 CONDUITS (2 INCH)
625.5004 DIRECT BURIAL CONDUIT, 1 TO 4 CONDUITS (3 INCH)
625.6002 WIRED CONDUIT, 2 INCH
625.6003 WIRED CONDUIT, 3 INCH
625.7000 POWER DROP STANCHION
625.7010 JUNCTION BOX
628.1472 PVC SEWER PIPE, 18 INCH
630.1000 UNIFORMED TRAFFIC OFFICERS
630.1500 FLAGGERS
631.1600 TESTING EQUIPMENT, CONCRETE
631.1700 TESTING EQUIPMENT, BITUMINOUS
635.1100 MOBILIZATION/DEMOBILIZATION
641.1100 TRAFFIC CONTROL, ALL-INCLUSIVE
641.1500 PORTABLE CHANGEABLE MESSAGE SIGN
641.1600 PORTABLE ARROW BOARD
646.4040 DURABLE 4 INCH WHITE LINE, POLYUREA
646.4140 DURABLE 4 INCH YELLOW LINE, POLYUREA
646.4540 DURABLE 8 INCH YELLOW LINE, POLYUREA
QUANTITY UNITS
120.000 CY
100.000 CY
370.000 CY
1.000 CY
22.000 CY
2,175.000 SY
125.000 CY
25.000 CWT
80.000 TON
275.000 TON
25.000 SY
1.000 DL
1.000 DL
4.000 LF
15.000 LF
62.000 LF
2.000 EACH
2.000 EACH
5.000 EACH
1.000 EACH
305.000 LF
31.000 LF
200.000 SY
65.000 SF
90.000 SY
87.500 LF
20.000 LF
290.000 LF
580.000 LF
55.000 LF
1,770.000 LF
165.000 LF
3.000 EACH
10.000 EACH
4.000 LF
900.000 HR
1,280.000 HR
1.000 LS
1.000 LS
1.000 LS
1.000 LS
7.000 EACH
2.000 EACH
1,900.000 LF
1,260.000 LF
80.000 LF
Page 2
646.4840 DURABLE 24 INCH STOP BAR, POLYUREA
646.4940 DURABLE LETTER OR SYMBOL, POLYUREA
646.5040 DURABLE CROSSWALK MARKING, POLYUREA
646.6020 TEMPORARY 4 INCH WHITE LINE, PAINT
646.6120 TEMPORARY 4 INCH YELLOW LINE, PAINT
646.6820 TEMPORARY 24 INCH STOP BAR, PAINT
646.7020 TEMPORARY CROSSWALK MARKING, PAINT
646.7600 LINE STRIPING TARGETS
646.8500 REMOVAL OF EXISTING PAVEMENT MARKINGS
651.1500 TURF ESTABLISHMENT, GENERAL SEED
651.3500 TOPSOIL
653.1000 HAY MULCH
653.4002 INLET PROTECTION DEVICE, TYPE II
675.2000 TRAFFIC SIGN, FLAT SHEET ALUMINUM
675.5000 SIGN REMOVAL, FLAT SHEET ALUMINUM
678.1000 REMOVAL OF EXISTING TRAFFIC CONTROL SIGNAL SYSTEM
678.2005 CABINET ASSEMBLY
678.2010 MAST ARM POLE FOUNDATION
678.2015 PEDESTAL POST ASSEMBLY
678.2020 PEDESTRIAN SIGNAL ASSEMBLY
678.2025 TRAFFIC SIGNAL ASSEMBLY
678.2030 TRAFFIC SIGNAL HEAD ASSEMBLY
678.2040 VEHICLE DETECTION SYSTEM
678.2045 PAN-TILT-ZOOM CAMERA
678.2050 EMERGENCY VEHICLE PREEMPTION SYSTEM
679.4700 BRACKET ARM
679.5000 LUMINAIRE
690.0300 PRICE ADJUSTMENT, ASPHALT (N.A.B.I.)
145.000 LF
24.000 EACH
120.000 LF
260.000 LF
250.000 LF
130.000 LF
120.000 LF
350.000 EACH
960.000 SF
545.000 SY
65.000 CY
0.300 TON
6.000 EACH
120.000 SF
1.000 EACH
3.000 EACH
3.000 EACH
7.000 EACH
4.000 EACH
8.000 EACH
7.000 EACH
28.000 EACH
3.000 EACH
3.000 EACH
3.000 EACH
5.000 EACH
5.000 EACH
1.000 DL
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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