| Location: | Vermont |
|---|---|
| Posted: | Aug 26, 2026 |
| Due: | Sep 18, 2026 |
| Agency: | State of Vermont - Agency of Transportation |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | C03287 |
| Publication URL: | To access bid details, please log in. |
| CONSTRUCTION ADVERTISEMENTS | QUESTIONS DUE PRIOR TO 4:30 PM | ADDENDA | BID OPENING |
|
C03287 CHELSEA ER P23-1(440) PROPOSAL Geotechnical Data Report TMP Checklist APPROVED BIDDERS LIST PLAN HOLDERS LIST DOWNLOAD PLANS IN iCX |
9/9/2026 |
9/18/2026 |
VERMONT AGENCY OF TRANSPORTATION MONTPELIER, VERMONT
CHELSEA ER P23-1(440) August 26, 2026
INVITATION FOR BIDS
Submitted bids will be opened electronically at 11:00 AM on Friday, September 18, 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: LOCATED ON ROUTE VT 110 APPROXIMATELY 3.5 MILES NORTH OF THE TOWN OF CHELSEA.
TYPE OF CONSTRUCTION: REPLACEMENT OF BRIDGE #13 ON VT 110 IN CHELSEA ON A SHIFTED ALIGNMENT
WITH ROADWAY APPROACH WORK.
CONTRACT COMPLETION DATE: This Contract shall be completed on or before June 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 E.
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, September 9, 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 |
| 199.8121 | LIQUIDATED DAMAGES, INTERIM COMPLETION DATE (N.A.B.I.) | 1.000 | DL |
| 201.1000 | CLEARING AND GRUBBING, INCLUDING INDIVIDUAL TREES AND STUMPS | 1.000 | LS |
| 203.1500 | COMMON EXCAVATION | 2,600.000 | CY |
| 203.2700 | UNCLASSIFIED CHANNEL EXCAVATION | 560.000 | CY |
| 203.3000 | EARTH BORROW | 640.000 | CY |
| 204.2000 | TRENCH EXCAVATION OF EARTH | 145.000 | CY |
| 204.2200 | TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.) | 1.000 | CY |
| 204.3000 | GRANULAR BACKFILL FOR STRUCTURES | 310.000 | CY |
| 208.3000 | COFFERDAM EXCAVATION, EARTH | 554.000 | CY |
| 208.3500 | COFFERDAM EXCAVATION, ROCK | 5.000 | CY |
| 208.4000 | COFFERDAM (ABUTMENT 1) | 1.000 | LS |
| 208.4000 | COFFERDAM (ABUTMENT 2) | 1.000 | LS |
| 210.1000 | COARSE-MILLING, BITUMINOUS PAVEMENT | 370.000 | SY |
| 301.3500 | SUBBASE OF DENSE GRADED CRUSHED STONE | 2,810.000 | CY |
| 401.1000 | AGGREGATE SURFACE COURSE | 60.000 | CY |
| 404.1100 | TACK COAT, EMULSIFIED ASPHALT | 28.000 | CWT |
| 406.0230 | BITUMINOUS CONCRETE PAVEMENT, TYPE IIS, QA TIER III | 580.000 | TON |
| 406.1430 | BITUMINOUS CONCRETE PAVEMENT, TYPE IVSB, QA TIER III | 395.000 | TON |
| 406.3400 | BITUMINOUS CONCRETE PAVEMENT, NON-PAVER PLACED, TYPE IVS | 50.000 | 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 |
| 501.3700 | PERFORMANCE-BASED CONCRETE, CLASS PCD | 7.000 | CY |
| 501.3800 | PERFORMANCE-BASED CONCRETE, CLASS PCS | 234.000 | CY |
| 504.1000 | FURNISHING EQUIPMENT FOR DRIVING PILING | 1.000 | LS |
| 505.2000 | STEEL PILING, HP 14 x 117 | 821.000 | LF |
| 505.4500 | DYNAMIC PILE LOADING TEST | 2.000 | EACH |
| 507.1100 | REINFORCING STEEL, LEVEL I | 11,230.000 | LB |
| 507.1100 | REINFORCING STEEL, LEVEL I (EPOXY) | 6,480.000 | LB |
| 507.1200 | REINFORCING STEEL, LEVEL II | 17,410.000 | LB |
| 507.1900 | MECHANICAL BAR CONNECTOR | 44.000 | EACH |
| 510.2500 | PRESTRESSED CONCRETE SOLID SLABS (21 IN X 43.5 IN (FPQ)) | 364.840 | LF |
| 514.1000 | WATER REPELLENT, SILANE | 12.000 | GAL |
| 516.1000 | BRIDGE EXPANSION JOINT, ASPHALTIC PLUG | 33.000 | LF |
| 519.1000 | MEMBRANE WATERPROOFING, SPRAY APPLIED | 162.000 | SY |
| 524.1100 | JOINT SEALER, HOT POURED | 99.000 | LF |
| 525.3130 | BRIDGE RAILING, GALVANIZED 3 RAIL BOX BEAM | 105.000 | LF |
| 527.1000001 | MAINTENANCE OF STRUCTURES AND APPROACHES (N.A.B.I.) | 5,000.000 | DL |
| 529.1500 | REMOVAL OF STRUCTURE (EXISTING BRIDGE, 26FT X 25FT) | 1.000 | EACH |
| 531.1700 | BEARING DEVICE ASSEMBLY, STEEL REINFORCED ELASTOMERIC PAD | 21.000 | EACH |
| 541.2200 | CONCRETE, CLASS B | 2.850 | CY |
| 542.1000 | HIGH PERFORMANCE CONCRETE, RAPID SET | 24.000 | CY |
| 601.2620 | 24 INCH CPEP(SL) | 75.000 | LF |
| 608.2501 | ALL-PURPOSE EXCAVATOR RENTAL, TYPE I | 40.000 | HR |
| 609.1000 | DUST CONTROL WITH WATER | 10.000 | MGAL |
| 613.0603 | E-STONE FILL, TYPE III | 280.000 | CY |
| 613.1002 | STONE FILL, TYPE II | 10.000 | CY |
| 613.1003 | STONE FILL, TYPE III | 85.000 | CY |
| Page 2 |
TELECOMMUNICATIONS RELAY SERVICE
TTY/TDD 1-800-253-0191
ESTIMATE OF QUANTITIES
ITEM NO. DESCRIPTION QUANTITY UNITS
199.8121 LIQUIDATED DAMAGES, INTERIM COMPLETION DATE (N.A.B.I.) 1.000 DL
201.1000 CLEARING AND GRUBBING, INCLUDING INDIVIDUAL TREES AND 1.000 LS
STUMPS
203.1500 COMMON EXCAVATION 2,600.000 CY
203.2700 UNCLASSIFIED CHANNEL EXCAVATION 560.000 CY
203.3000 EARTH BORROW 640.000 CY
204.2000 TRENCH EXCAVATION OF EARTH 145.000 CY
204.2200 TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.) 1.000 CY
204.3000 GRANULAR BACKFILL FOR STRUCTURES 310.000 CY
208.3000 COFFERDAM EXCAVATION, EARTH 554.000 CY
208.3500 COFFERDAM EXCAVATION, ROCK 5.000 CY
208.4000 COFFERDAM (ABUTMENT 1) 1.000 LS
208.4000 COFFERDAM (ABUTMENT 2) 1.000 LS
210.1000 COARSE-MILLING, BITUMINOUS PAVEMENT 370.000 SY
301.3500 SUBBASE OF DENSE GRADED CRUSHED STONE 2,810.000 CY
401.1000 AGGREGATE SURFACE COURSE 60.000 CY
404.1100 TACK COAT, EMULSIFIED ASPHALT 28.000 CWT
406.0230 BITUMINOUS CONCRETE PAVEMENT, TYPE IIS, QA TIER III 580.000 TON
406.1430 BITUMINOUS CONCRETE PAVEMENT, TYPE IVSB, QA TIER III 395.000 TON
406.3400 BITUMINOUS CONCRETE PAVEMENT, NON-PAVER PLACED, TYPE IVS 50.000 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
501.3700 PERFORMANCE-BASED CONCRETE, CLASS PCD 7.000 CY
501.3800 PERFORMANCE-BASED CONCRETE, CLASS PCS 234.000 CY
504.1000 FURNISHING EQUIPMENT FOR DRIVING PILING 1.000 LS
505.2000 STEEL PILING, HP 14 x 117 821.000 LF
505.4500 DYNAMIC PILE LOADING TEST 2.000 EACH
507.1100 REINFORCING STEEL, LEVEL I 11,230.000 LB
507.1100 REINFORCING STEEL, LEVEL I (EPOXY) 6,480.000 LB
507.1200 REINFORCING STEEL, LEVEL II 17,410.000 LB
507.1900 MECHANICAL BAR CONNECTOR 44.000 EACH
510.2500 PRESTRESSED CONCRETE SOLID SLABS (21 IN X 43.5 IN (FPQ)) 364.840 LF
514.1000 WATER REPELLENT, SILANE 12.000 GAL
516.1000 BRIDGE EXPANSION JOINT, ASPHALTIC PLUG 33.000 LF
519.1000 MEMBRANE WATERPROOFING, SPRAY APPLIED 162.000 SY
524.1100 JOINT SEALER, HOT POURED 99.000 LF
525.3130 BRIDGE RAILING, GALVANIZED 3 RAIL BOX BEAM 105.000 LF
527.1000001 MAINTENANCE OF STRUCTURES AND APPROACHES (N.A.B.I.) 5,000.000 DL
529.1500 REMOVAL OF STRUCTURE (EXISTING BRIDGE, 26FT X 25FT) 1.000 EACH
531.1700 BEARING DEVICE ASSEMBLY, STEEL REINFORCED ELASTOMERIC PAD 21.000 EACH
541.2200 CONCRETE, CLASS B 2.850 CY
542.1000 HIGH PERFORMANCE CONCRETE, RAPID SET 24.000 CY
601.2620 24 INCH CPEP(SL) 75.000 LF
608.2501 ALL-PURPOSE EXCAVATOR RENTAL, TYPE I 40.000 HR
609.1000 DUST CONTROL WITH WATER 10.000 MGAL
613.0603 E-STONE FILL, TYPE III 280.000 CY
613.1002 STONE FILL, TYPE II 10.000 CY
613.1003 STONE FILL, TYPE III 85.000 CY
Page 2
| 614.2000 | IN-WATER SEDIMENT ISOLATION MEASURES | 1.000 | LS |
| 616.2702 | CAST-IN-PLACE CONCRETE CURB, TYPE B | 130.000 | LF |
| 621.0100 | REMOVAL OF GUARDRAIL | 343.000 | LF |
| 621.1060 | STEEL BEAM GUARDRAIL | 250.000 | LF |
| 621.2400 | TEMPORARY TRAFFIC BARRIER | 580.000 | LF |
| 621.3130 | MTS, MGS, FLARED, TL-3 | 4.000 | EACH |
| 621.8130 | GUARDRAIL APPROACH SECTION, 3 RAIL BOX BEAM | 4.000 | EACH |
| 630.1000 | UNIFORMED TRAFFIC OFFICERS | 40.000 | HR |
| 630.1500 | FLAGGERS | 1,600.000 | 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.) | 3,000.000 | DL |
| 633.1000 | CPM SCHEDULE | 8.000 | EACH |
| 635.1100 | MOBILIZATION/DEMOBILIZATION | 1.000 | LS |
| 641.1100 | TRAFFIC CONTROL, ALL-INCLUSIVE | 1.000 | LS |
| 641.1500 | PORTABLE CHANGEABLE MESSAGE SIGN | 2.000 | EACH |
| 641.2200 | TEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM, PORTABLE | 1.000 | EACH |
| 646.2010 | 4 INCH WHITE LINE, WATERBORNE PAINT | 1,800.000 | LF |
| 646.2111 | 4 INCH YELLOW LINE, WATERBORNE PAINT | 1,800.000 | LF |
| 646.6000 | TEMPORARY 4 INCH WHITE LINE | 3,350.000 | LF |
| 649.1100 | GEOTEXTILE FOR ROADBED SEPARATOR | 3,910.000 | SY |
| 649.3100 | GEOTEXTILE UNDER STONE FILL | 100.000 | SY |
| 651.1500 | TURF ESTABLISHMENT, GENERAL SEED | 4,469.000 | SY |
| 651.3500 | TOPSOIL | 230.000 | CY |
| 651.4012 | GRUBBING MATERIAL, 12 INCH | 140.000 | 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.) | 20,000.000 | DL |
| 653.1000 | HAY MULCH | 1.000 | TON |
| 653.2001 | ROLLED EROSION CONTROL PRODUCT, TYPE I | 740.000 | SY |
| 653.2501 | CHECK DAM, TYPE I | 150.000 | CY |
| 653.3400 | STABILIZED CONSTRUCTION ENTRANCE | 4.000 | EACH |
| 653.4500 | FILTER BAG | 4.000 | EACH |
| 653.4701 | SILT FENCE, TYPE I | 250.000 | LF |
| 653.4702 | SILT FENCE, TYPE II | 100.000 | LF |
| 653.5000 | BARRIER FENCE | 570.000 | LF |
| 653.5500 | PROJECT DEMARCATION FENCE | 1,130.000 | LF |
| 653.6000 | EROSION LOG | 250.000 | LF |
| 656.3500 | DECIDUOUS SHRUBS | 32.000 | EACH |
| 656.6500 | LANDSCAPE WATERING | 8.000 | MGAL |
| 656.8000 | LANDSCAPE BACKFILL, TRUCK MEASUREMENT | 6.000 | CY |
| 675.2000 | TRAFFIC SIGN, FLAT SHEET ALUMINUM | 1.260 | SF |
| 675.3410 | SQUARE TUBE SIGN POST AND ANCHOR | 24.000 | LF |
| 675.5000 | SIGN REMOVAL, FLAT SHEET ALUMINUM | 5.000 | EACH |
| 676.1000 | DELINEATOR WITH STEEL POST | 4.000 | 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. |
614.2000 IN-WATER SEDIMENT ISOLATION MEASURES 1.000 LS
616.2702 CAST-IN-PLACE CONCRETE CURB, TYPE B 130.000 LF
621.0100 REMOVAL OF GUARDRAIL 343.000 LF
621.1060 STEEL BEAM GUARDRAIL 250.000 LF
621.2400 TEMPORARY TRAFFIC BARRIER 580.000 LF
621.3130 MTS, MGS, FLARED, TL-3 4.000 EACH
621.8130 GUARDRAIL APPROACH SECTION, 3 RAIL BOX BEAM 4.000 EACH
630.1000 UNIFORMED TRAFFIC OFFICERS 40.000 HR
630.1500 FLAGGERS 1,600.000 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.) 3,000.000 DL
633.1000 CPM SCHEDULE 8.000 EACH
635.1100 MOBILIZATION/DEMOBILIZATION 1.000 LS
641.1100 TRAFFIC CONTROL, ALL-INCLUSIVE 1.000 LS
641.1500 PORTABLE CHANGEABLE MESSAGE SIGN 2.000 EACH
641.2200 TEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM, PORTABLE 1.000 EACH
646.2010 4 INCH WHITE LINE, WATERBORNE PAINT 1,800.000 LF
646.2111 4 INCH YELLOW LINE, WATERBORNE PAINT 1,800.000 LF
646.6000 TEMPORARY 4 INCH WHITE LINE 3,350.000 LF
649.1100 GEOTEXTILE FOR ROADBED SEPARATOR 3,910.000 SY
649.3100 GEOTEXTILE UNDER STONE FILL 100.000 SY
651.1500 TURF ESTABLISHMENT, GENERAL SEED 4,469.000 SY
651.3500 TOPSOIL 230.000 CY
651.4012 GRUBBING MATERIAL, 12 INCH 140.000 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.) 20,000.000 DL
653.1000 HAY MULCH 1.000 TON
653.2001 ROLLED EROSION CONTROL PRODUCT, TYPE I 740.000 SY
653.2501 CHECK DAM, TYPE I 150.000 CY
653.3400 STABILIZED CONSTRUCTION ENTRANCE 4.000 EACH
653.4500 FILTER BAG 4.000 EACH
653.4701 SILT FENCE, TYPE I 250.000 LF
653.4702 SILT FENCE, TYPE II 100.000 LF
653.5000 BARRIER FENCE 570.000 LF
653.5500 PROJECT DEMARCATION FENCE 1,130.000 LF
653.6000 EROSION LOG 250.000 LF
656.3500 DECIDUOUS SHRUBS 32.000 EACH
656.6500 LANDSCAPE WATERING 8.000 MGAL
656.8000 LANDSCAPE BACKFILL, TRUCK MEASUREMENT 6.000 CY
675.2000 TRAFFIC SIGN, FLAT SHEET ALUMINUM 1.260 SF
675.3410 SQUARE TUBE SIGN POST AND ANCHOR 24.000 LF
675.5000 SIGN REMOVAL, FLAT SHEET ALUMINUM 5.000 EACH
676.1000 DELINEATOR WITH STEEL POST 4.000 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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