| Location: | Vermont |
|---|---|
| Posted: | Mar 25, 2026 |
| Due: | Apr 17, 2026 |
| Agency: | State of Vermont - Agency of Transportation |
| Type of Government: | State & Local |
| Category: |
|
| 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 |
VERMONT AGENCY OF TRANSPORTATION MONTPELIER, VERMONT
WALLINGFORD-RUTLAND NHG SGNL(71) 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 | QUANTITY | UNITS |
| 203.1500 | COMMON EXCAVATION | 120.000 | CY |
| 203.3100 | SAND BORROW | 100.000 | CY |
| 204.2000 | TRENCH EXCAVATION OF EARTH | 370.000 | CY |
| 204.2200 | TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.) | 1.000 | CY |
| 204.3000 | GRANULAR BACKFILL FOR STRUCTURES | 22.000 | CY |
| 210.1200 | FINE-MILLING, BITUMINOUS PAVEMENT | 2,175.000 | SY |
| 301.2600 | SUBBASE OF CRUSHED GRAVEL, FINE GRADED | 125.000 | CY |
| 404.1100 | TACK COAT, EMULSIFIED ASPHALT | 25.000 | CWT |
| 406.0230 | BITUMINOUS CONCRETE PAVEMENT, TYPE IIS, QA TIER III | 80.000 | TON |
| 406.0430 | BITUMINOUS CONCRETE PAVEMENT, TYPE IVS, QA TIER III | 275.000 | TON |
| 406.3400 | BITUMINOUS CONCRETE PAVEMENT, NON-PAVER PLACED, TYPE IVS | 25.000 | SY |
| 406.9100 | PAY ADJUSTMENT, BCP, MIXTURE PROPERTIES (N.A.B.I.) | 1.000 | DL |
| 406.9200 | PAY ADJUSTMENT, BCP, MAT DENSITY (N.A.B.I.) | 1.000 | DL |
| 601.0815 | 18 INCH RCP CLASS III | 4.000 | LF |
| 601.2605 | 12 INCH CPEP(SL) | 15.000 | LF |
| 601.2615 | 18 INCH CPEP(SL) | 62.000 | LF |
| 604.2000 | PRECAST REINFORCED CONCRETE CATCH BASIN WITH CAST IRON GRATE | 2.000 | EACH |
| 604.2100 | PRECAST REINFORCED CONCRETE MANHOLE WITH CAST IRON COVER | 2.000 | EACH |
| 604.4000 | CHANGING ELEVATION OF DIS, CATCH BASINS, OR MANHOLES | 5.000 | EACH |
| 604.4200 | CHANGING ELEVATION OF SEWER MANHOLES | 1.000 | EACH |
| 616.2100 | VERTICAL GRANITE CURB | 305.000 | LF |
| 616.4000 | REMOVING AND RESETTING CURB | 31.000 | LF |
| 618.1005 | PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH | 200.000 | SY |
| 618.3000 | DETECTABLE WARNING SURFACE | 65.000 | SF |
| 618.4005 | STAMPED CONCRETE APRON, 5 INCH | 90.000 | SY |
| 621.0210 | REMOVE AND RESET GUARDRAIL | 87.500 | LF |
| 625.1008 | SLEEVES FOR UTILITIES, HDPE, 8 INCH | 20.000 | LF |
| 625.1012 | SLEEVES FOR UTILITIES, HDPE, 12 INCH | 290.000 | LF |
| 625.5004 | DIRECT BURIAL CONDUIT, 1 TO 4 CONDUITS (2 INCH) | 580.000 | LF |
| 625.5004 | DIRECT BURIAL CONDUIT, 1 TO 4 CONDUITS (3 INCH) | 55.000 | LF |
| 625.6002 | WIRED CONDUIT, 2 INCH | 1,770.000 | LF |
| 625.6003 | WIRED CONDUIT, 3 INCH | 165.000 | LF |
| 625.7000 | POWER DROP STANCHION | 3.000 | EACH |
| 625.7010 | JUNCTION BOX | 10.000 | EACH |
| 628.1472 | PVC SEWER PIPE, 18 INCH | 4.000 | LF |
| 630.1000 | UNIFORMED TRAFFIC OFFICERS | 900.000 | HR |
| 630.1500 | FLAGGERS | 1,280.000 | HR |
| 631.1600 | TESTING EQUIPMENT, CONCRETE | 1.000 | LS |
| 631.1700 | TESTING EQUIPMENT, BITUMINOUS | 1.000 | LS |
| 635.1100 | MOBILIZATION/DEMOBILIZATION | 1.000 | LS |
| 641.1100 | TRAFFIC CONTROL, ALL-INCLUSIVE | 1.000 | LS |
| 641.1500 | PORTABLE CHANGEABLE MESSAGE SIGN | 7.000 | EACH |
| 641.1600 | PORTABLE ARROW BOARD | 2.000 | EACH |
| 646.4040 | DURABLE 4 INCH WHITE LINE, POLYUREA | 1,900.000 | LF |
| 646.4140 | DURABLE 4 INCH YELLOW LINE, POLYUREA | 1,260.000 | LF |
| 646.4540 | DURABLE 8 INCH YELLOW LINE, POLYUREA | 80.000 | LF |
| Page 2 |
TELECOMMUNICATIONS RELAY SERVICE
TTY/TDD 1-800-253-0191
ESTIMATE OF QUANTITIES
ITEM NO. DESCRIPTION QUANTITY UNITS
203.1500 COMMON EXCAVATION 120.000 CY
203.3100 SAND BORROW 100.000 CY
204.2000 TRENCH EXCAVATION OF EARTH 370.000 CY
204.2200 TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.) 1.000 CY
204.3000 GRANULAR BACKFILL FOR STRUCTURES 22.000 CY
210.1200 FINE-MILLING, BITUMINOUS PAVEMENT 2,175.000 SY
301.2600 SUBBASE OF CRUSHED GRAVEL, FINE GRADED 125.000 CY
404.1100 TACK COAT, EMULSIFIED ASPHALT 25.000 CWT
406.0230 BITUMINOUS CONCRETE PAVEMENT, TYPE IIS, QA TIER III 80.000 TON
406.0430 BITUMINOUS CONCRETE PAVEMENT, TYPE IVS, QA TIER III 275.000 TON
406.3400 BITUMINOUS CONCRETE PAVEMENT, NON-PAVER PLACED, TYPE IVS 25.000 SY
406.9100 PAY ADJUSTMENT, BCP, MIXTURE PROPERTIES (N.A.B.I.) 1.000 DL
406.9200 PAY ADJUSTMENT, BCP, MAT DENSITY (N.A.B.I.) 1.000 DL
601.0815 18 INCH RCP CLASS III 4.000 LF
601.2605 12 INCH CPEP(SL) 15.000 LF
601.2615 18 INCH CPEP(SL) 62.000 LF
604.2000 PRECAST REINFORCED CONCRETE CATCH BASIN WITH CAST IRON 2.000 EACH
GRATE
604.2100 PRECAST REINFORCED CONCRETE MANHOLE WITH CAST IRON 2.000 EACH
COVER
604.4000 CHANGING ELEVATION OF DIS, CATCH BASINS, OR MANHOLES 5.000 EACH
604.4200 CHANGING ELEVATION OF SEWER MANHOLES 1.000 EACH
616.2100 VERTICAL GRANITE CURB 305.000 LF
616.4000 REMOVING AND RESETTING CURB 31.000 LF
618.1005 PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH 200.000 SY
618.3000 DETECTABLE WARNING SURFACE 65.000 SF
618.4005 STAMPED CONCRETE APRON, 5 INCH 90.000 SY
621.0210 REMOVE AND RESET GUARDRAIL 87.500 LF
625.1008 SLEEVES FOR UTILITIES, HDPE, 8 INCH 20.000 LF
625.1012 SLEEVES FOR UTILITIES, HDPE, 12 INCH 290.000 LF
625.5004 DIRECT BURIAL CONDUIT, 1 TO 4 CONDUITS (2 INCH) 580.000 LF
625.5004 DIRECT BURIAL CONDUIT, 1 TO 4 CONDUITS (3 INCH) 55.000 LF
625.6002 WIRED CONDUIT, 2 INCH 1,770.000 LF
625.6003 WIRED CONDUIT, 3 INCH 165.000 LF
625.7000 POWER DROP STANCHION 3.000 EACH
625.7010 JUNCTION BOX 10.000 EACH
628.1472 PVC SEWER PIPE, 18 INCH 4.000 LF
630.1000 UNIFORMED TRAFFIC OFFICERS 900.000 HR
630.1500 FLAGGERS 1,280.000 HR
631.1600 TESTING EQUIPMENT, CONCRETE 1.000 LS
631.1700 TESTING EQUIPMENT, BITUMINOUS 1.000 LS
635.1100 MOBILIZATION/DEMOBILIZATION 1.000 LS
641.1100 TRAFFIC CONTROL, ALL-INCLUSIVE 1.000 LS
641.1500 PORTABLE CHANGEABLE MESSAGE SIGN 7.000 EACH
641.1600 PORTABLE ARROW BOARD 2.000 EACH
646.4040 DURABLE 4 INCH WHITE LINE, POLYUREA 1,900.000 LF
646.4140 DURABLE 4 INCH YELLOW LINE, POLYUREA 1,260.000 LF
646.4540 DURABLE 8 INCH YELLOW LINE, POLYUREA 80.000 LF
Page 2
| 646.4840 | DURABLE 24 INCH STOP BAR, POLYUREA | 145.000 | LF |
| 646.4940 | DURABLE LETTER OR SYMBOL, POLYUREA | 24.000 | EACH |
| 646.5040 | DURABLE CROSSWALK MARKING, POLYUREA | 120.000 | LF |
| 646.6020 | TEMPORARY 4 INCH WHITE LINE, PAINT | 260.000 | LF |
| 646.6120 | TEMPORARY 4 INCH YELLOW LINE, PAINT | 250.000 | LF |
| 646.6820 | TEMPORARY 24 INCH STOP BAR, PAINT | 130.000 | LF |
| 646.7020 | TEMPORARY CROSSWALK MARKING, PAINT | 120.000 | LF |
| 646.7600 | LINE STRIPING TARGETS | 350.000 | EACH |
| 646.8500 | REMOVAL OF EXISTING PAVEMENT MARKINGS | 960.000 | SF |
| 651.1500 | TURF ESTABLISHMENT, GENERAL SEED | 545.000 | SY |
| 651.3500 | TOPSOIL | 65.000 | CY |
| 653.1000 | HAY MULCH | 0.300 | TON |
| 653.4002 | INLET PROTECTION DEVICE, TYPE II | 6.000 | EACH |
| 675.2000 | TRAFFIC SIGN, FLAT SHEET ALUMINUM | 120.000 | SF |
| 675.5000 | SIGN REMOVAL, FLAT SHEET ALUMINUM | 1.000 | EACH |
| 678.1000 | REMOVAL OF EXISTING TRAFFIC CONTROL SIGNAL SYSTEM | 3.000 | EACH |
| 678.2005 | CABINET ASSEMBLY | 3.000 | EACH |
| 678.2010 | MAST ARM POLE FOUNDATION | 7.000 | EACH |
| 678.2015 | PEDESTAL POST ASSEMBLY | 4.000 | EACH |
| 678.2020 | PEDESTRIAN SIGNAL ASSEMBLY | 8.000 | EACH |
| 678.2025 | TRAFFIC SIGNAL ASSEMBLY | 7.000 | EACH |
| 678.2030 | TRAFFIC SIGNAL HEAD ASSEMBLY | 28.000 | EACH |
| 678.2040 | VEHICLE DETECTION SYSTEM | 3.000 | EACH |
| 678.2045 | PAN-TILT-ZOOM CAMERA | 3.000 | EACH |
| 678.2050 | EMERGENCY VEHICLE PREEMPTION SYSTEM | 3.000 | EACH |
| 679.4700 | BRACKET ARM | 5.000 | EACH |
| 679.5000 | LUMINAIRE | 5.000 | EACH |
| 690.0300 | PRICE ADJUSTMENT, ASPHALT (N.A.B.I.) | 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. |
646.4840 DURABLE 24 INCH STOP BAR, POLYUREA 145.000 LF
646.4940 DURABLE LETTER OR SYMBOL, POLYUREA 24.000 EACH
646.5040 DURABLE CROSSWALK MARKING, POLYUREA 120.000 LF
646.6020 TEMPORARY 4 INCH WHITE LINE, PAINT 260.000 LF
646.6120 TEMPORARY 4 INCH YELLOW LINE, PAINT 250.000 LF
646.6820 TEMPORARY 24 INCH STOP BAR, PAINT 130.000 LF
646.7020 TEMPORARY CROSSWALK MARKING, PAINT 120.000 LF
646.7600 LINE STRIPING TARGETS 350.000 EACH
646.8500 REMOVAL OF EXISTING PAVEMENT MARKINGS 960.000 SF
651.1500 TURF ESTABLISHMENT, GENERAL SEED 545.000 SY
651.3500 TOPSOIL 65.000 CY
653.1000 HAY MULCH 0.300 TON
653.4002 INLET PROTECTION DEVICE, TYPE II 6.000 EACH
675.2000 TRAFFIC SIGN, FLAT SHEET ALUMINUM 120.000 SF
675.5000 SIGN REMOVAL, FLAT SHEET ALUMINUM 1.000 EACH
678.1000 REMOVAL OF EXISTING TRAFFIC CONTROL SIGNAL SYSTEM 3.000 EACH
678.2005 CABINET ASSEMBLY 3.000 EACH
678.2010 MAST ARM POLE FOUNDATION 7.000 EACH
678.2015 PEDESTAL POST ASSEMBLY 4.000 EACH
678.2020 PEDESTRIAN SIGNAL ASSEMBLY 8.000 EACH
678.2025 TRAFFIC SIGNAL ASSEMBLY 7.000 EACH
678.2030 TRAFFIC SIGNAL HEAD ASSEMBLY 28.000 EACH
678.2040 VEHICLE DETECTION SYSTEM 3.000 EACH
678.2045 PAN-TILT-ZOOM CAMERA 3.000 EACH
678.2050 EMERGENCY VEHICLE PREEMPTION SYSTEM 3.000 EACH
679.4700 BRACKET ARM 5.000 EACH
679.5000 LUMINAIRE 5.000 EACH
690.0300 PRICE ADJUSTMENT, ASPHALT (N.A.B.I.) 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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