SOUTH BURLINGTON IM CULV(173)
| Agency: | State of Vermont - Agency of Transportation |
|---|---|
| State: | Vermont |
| Type of Government: | State & Local |
| Posted Date: | Jul 15, 2026 |
| Due Date: | Aug 7, 2026 |
| Solicitation No: | C03282 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Description
| CONSTRUCTION ADVERTISEMENTS | QUESTIONS DUE PRIOR TO 4:30 PM | ADDENDA | BID OPENING |
|
C03282 SOUTH BURLINGTON IM CULV(173) PROPOSAL Record Plans TMP Checklist APPROVED BIDDERS LIST PLAN HOLDERS LIST DOWNLOAD PLANS IN iCX |
7/29/2026 |
8/7/2026 |
Attachment Preview
VERMONT AGENCY OF TRANSPORTATION MONTPELIER, VERMONT
SOUTH BURLINGTON IM CULV(173) July 15, 2026
INVITATION FOR BIDS
Submitted bids will be opened electronically at 11:00 AM on Friday, August 07, 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: IN THE CITY OF SOUTH BURLINGTON ON I-89 AT MM 89.121, APPROXIMATELY 0.39 MILES NORTH
OF THE INTERCHANGE WITH US ROUTE 2.
TYPE OF CONSTRUCTION: REHABILITATION OF EXISTING CULVERT AND RELATED CHANNEL WORK.
CONTRACT COMPLETION DATE: This Contract shall be completed on or before May 28, 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, July 29, 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 | 42.000 | CY |
| 203.2700 | UNCLASSIFIED CHANNEL EXCAVATION | 275.000 | CY |
| 203.3200 | GRANULAR BORROW | 22.000 | CY |
| 204.2000 | TRENCH EXCAVATION OF EARTH | 78.000 | CY |
| 204.2100 | TRENCH EXCAVATION OF ROCK | 3.000 | CY |
| 204.2200 | TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.) | 1.000 | CY |
| 204.2500 | STRUCTURE EXCAVATION | 136.000 | CY |
| 204.3000 | GRANULAR BACKFILL FOR STRUCTURES | 34.000 | CY |
| 209.0100002 | CORRUGATED STEEL PIPE SLIP LINER | 347.000 | LF |
| 240.0100 | TEMPORARY ACCESS ROAD (ACCESS ROAD 1) | 1.000 | LS |
| 240.0100 | TEMPORARY ACCESS ROAD (ACCESS ROAD 2) | 1.000 | LS |
| 402.1300 | AGGREGATE SHOULDERS, RAP | 11.000 | TON |
| 507.1200 | REINFORCING STEEL, LEVEL II | 3,500.000 | LB |
| 529.2500 | REMOVAL OF CONCRETE OR MASONRY | 12.500 | CY |
| 541.2200 | CONCRETE, CLASS B | 30.000 | CY |
| 541.4600 | FLOWABLE FILL, EXCAVATABLE | 70.000 | CY |
| 601.0915 | 18 INCH CPEP | 10.000 | LF |
| 601.9950 | CLEANING CULVERT PIPE, IN-PLACE (0 TO 24 INCHES, INCLUSIVE) | 136.000 | LF |
| 605.1006 | UNDERDRAIN PIPE, 6 INCH | 165.000 | LF |
| 613.0601 | E-STONE FILL, TYPE I | 34.000 | CY |
| 613.0602 | E-STONE FILL, TYPE II | 171.000 | CY |
| 613.1001 | STONE FILL, TYPE I | 42.000 | CY |
| 613.1002 | STONE FILL, TYPE II | 81.000 | CY |
| 614.1000 | TEMPORARY RELOCATION OF STREAM | 1.000 | EACH |
| 621.0200 | REMOVE AND RESET TEMPORARY TRAFFIC BARRIER | 900.000 | LF |
| 621.0210 | REMOVE AND RESET GUARDRAIL | 200.000 | LF |
| 621.1560 | TRAFFIC BARRIER DELINEATOR | 40.000 | EACH |
| 621.2400 | TEMPORARY TRAFFIC BARRIER | 900.000 | LF |
| 621.7030 | ENERGY ABSORPTION ATTENUATOR, TEMPORARY, TL-3 | 3.000 | EACH |
| 630.1000 | UNIFORMED TRAFFIC OFFICERS | 1,000.000 | HR |
| 631.1000 | FIELD OFFICE, ENGINEER'S | 1.000 | LS |
| 631.1600 | TESTING EQUIPMENT, CONCRETE | 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 | 6.000 | 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 |
| 646.6212 | TEMPORARY 6 INCH WHITE LINE, TYPE C TAPE | 600.000 | LF |
| 646.8600 | PAVEMENT MARKING MASK | 50.000 | SF |
| 649.3100 | GEOTEXTILE UNDER STONE FILL | 312.000 | SY |
| 651.1500 | TURF ESTABLISHMENT, GENERAL SEED | 20.000 | SY |
| 651.1600 | TURF ESTABLISHMENT, SPECIALTY SEED (WET AREA SEED) | 132.000 | SY |
| 651.3500 | TOPSOIL | 5.000 | CY |
| 651.4006 | GRUBBING MATERIAL, 6 INCH | 125.000 | SY |
| 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 42.000 CY
203.2700 UNCLASSIFIED CHANNEL EXCAVATION 275.000 CY
203.3200 GRANULAR BORROW 22.000 CY
204.2000 TRENCH EXCAVATION OF EARTH 78.000 CY
204.2100 TRENCH EXCAVATION OF ROCK 3.000 CY
204.2200 TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.) 1.000 CY
204.2500 STRUCTURE EXCAVATION 136.000 CY
204.3000 GRANULAR BACKFILL FOR STRUCTURES 34.000 CY
209.0100002 CORRUGATED STEEL PIPE SLIP LINER 347.000 LF
240.0100 TEMPORARY ACCESS ROAD (ACCESS ROAD 1) 1.000 LS
240.0100 TEMPORARY ACCESS ROAD (ACCESS ROAD 2) 1.000 LS
402.1300 AGGREGATE SHOULDERS, RAP 11.000 TON
507.1200 REINFORCING STEEL, LEVEL II 3,500.000 LB
529.2500 REMOVAL OF CONCRETE OR MASONRY 12.500 CY
541.2200 CONCRETE, CLASS B 30.000 CY
541.4600 FLOWABLE FILL, EXCAVATABLE 70.000 CY
601.0915 18 INCH CPEP 10.000 LF
601.9950 CLEANING CULVERT PIPE, IN-PLACE (0 TO 24 INCHES, INCLUSIVE) 136.000 LF
605.1006 UNDERDRAIN PIPE, 6 INCH 165.000 LF
613.0601 E-STONE FILL, TYPE I 34.000 CY
613.0602 E-STONE FILL, TYPE II 171.000 CY
613.1001 STONE FILL, TYPE I 42.000 CY
613.1002 STONE FILL, TYPE II 81.000 CY
614.1000 TEMPORARY RELOCATION OF STREAM 1.000 EACH
621.0200 REMOVE AND RESET TEMPORARY TRAFFIC BARRIER 900.000 LF
621.0210 REMOVE AND RESET GUARDRAIL 200.000 LF
621.1560 TRAFFIC BARRIER DELINEATOR 40.000 EACH
621.2400 TEMPORARY TRAFFIC BARRIER 900.000 LF
621.7030 ENERGY ABSORPTION ATTENUATOR, TEMPORARY, TL-3 3.000 EACH
630.1000 UNIFORMED TRAFFIC OFFICERS 1,000.000 HR
631.1000 FIELD OFFICE, ENGINEER'S 1.000 LS
631.1600 TESTING EQUIPMENT, CONCRETE 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 6.000 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
646.6212 TEMPORARY 6 INCH WHITE LINE, TYPE C TAPE 600.000 LF
646.8600 PAVEMENT MARKING MASK 50.000 SF
649.3100 GEOTEXTILE UNDER STONE FILL 312.000 SY
651.1500 TURF ESTABLISHMENT, GENERAL SEED 20.000 SY
651.1600 TURF ESTABLISHMENT, SPECIALTY SEED (WET AREA SEED) 132.000 SY
651.3500 TOPSOIL 5.000 CY
651.4006 GRUBBING MATERIAL, 6 INCH 125.000 SY
Page 2
| 651.4012 | GRUBBING MATERIAL, 12 INCH | 210.000 | SY |
| 653.0100 | EPSC PLAN | 1.000 | LS |
| 653.0200 | MONITORING EPSC PLAN | 40.000 | HR |
| 653.0300 | MAINTENANCE OF EPSC PLAN (N.A.B.I.) | 4,000.000 | DL |
| 653.1000 | HAY MULCH | 0.500 | TON |
| 653.1200 | STRAW MULCH | 0.500 | TON |
| 653.2001 | ROLLED EROSION CONTROL PRODUCT, TYPE I | 125.000 | SY |
| 653.2501 | CHECK DAM, TYPE I | 100.000 | CY |
| 653.3500 | STABILIZED CONSTRUCTION ENTRANCE | 32.000 | CY |
| 653.4500 | FILTER BAG | 1.000 | EACH |
| 653.4701 | SILT FENCE, TYPE I | 260.000 | LF |
| 653.4702 | SILT FENCE, TYPE II | 500.000 | LF |
| 653.5000 | BARRIER FENCE | 930.000 | LF |
| 653.5500 | PROJECT DEMARCATION FENCE | 1,000.000 | LF |
| 676.1000 | DELINEATOR WITH STEEL POST | 2.000 | EACH |
| 676.1200 | REMOVAL OF EXISTING DELINEATOR AND POST | 2.000 | EACH |
| OPTION - PRECAST CONCRETE STRUCTURE OPTIONS - PRECAST CONCRETE STRUCTURE | |||
| 540.1500 | PRECAST CONCRETE STRUCTURE (STRAIGHT HEADWALL FOR 18 INCH CMP) | 1.000 | EACH |
| OPTION - PRECAST CONCRETE STRUCTURE OPTIONS - PRECAST CONCRETE STRUCTURE | |||
| 543.1500 | CONTRACTOR-FABRICATED PRECAST CONCRETE STRUCTURE (STRAIGHT HEADWALL FOR 18 INCH CMP) | 1.000 | EACH |
| 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. |
651.4012 GRUBBING MATERIAL, 12 INCH 210.000 SY
653.0100 EPSC PLAN 1.000 LS
653.0200 MONITORING EPSC PLAN 40.000 HR
653.0300 MAINTENANCE OF EPSC PLAN (N.A.B.I.) 4,000.000 DL
653.1000 HAY MULCH 0.500 TON
653.1200 STRAW MULCH 0.500 TON
653.2001 ROLLED EROSION CONTROL PRODUCT, TYPE I 125.000 SY
653.2501 CHECK DAM, TYPE I 100.000 CY
653.3500 STABILIZED CONSTRUCTION ENTRANCE 32.000 CY
653.4500 FILTER BAG 1.000 EACH
653.4701 SILT FENCE, TYPE I 260.000 LF
653.4702 SILT FENCE, TYPE II 500.000 LF
653.5000 BARRIER FENCE 930.000 LF
653.5500 PROJECT DEMARCATION FENCE 1,000.000 LF
676.1000 DELINEATOR WITH STEEL POST 2.000 EACH
676.1200 REMOVAL OF EXISTING DELINEATOR AND POST 2.000 EACH
OPTION - PRECAST CONCRETE STRUCTURE OPTIONS - PRECAST CONCRETE STRUCTURE
540.1500 PRECAST CONCRETE STRUCTURE (STRAIGHT HEADWALL FOR 18 1.000 EACH
INCH CMP)
OPTION - PRECAST CONCRETE STRUCTURE OPTIONS - PRECAST CONCRETE STRUCTURE
543.1500 CONTRACTOR-FABRICATED PRECAST CONCRETE STRUCTURE 1.000 EACH
(STRAIGHT HEADWALL FOR 18 INCH CMP)
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