JAMAICA ER P23-1(216) STANDARD SPECIFICATIONS FOR CONSTRUCTION DATED 2024 SHALL APPLY TO THIS CONTRACT Addendum #2

VERMONT AGENCY OF TRANSPORTATION MONTPELIER, VERMONT
JAMAICA ER P23-1(216) August 05, 2026
INVITATION FOR BIDS
Submitted bids will be opened electronically at 11:00 AM on Friday, September 04, 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 VT ROUTE 30 IN JAMAICA, OVER THE WINHALL RIVER APPROXIMATELY 0.9 MILES
NORTH OF THE JUNCTION WITH VT ROUTE 100.
TYPE OF CONSTRUCTION: REMOVAL OF EXISTING TEMPORARY BRIDGE AND REPLACEMENT WITH A STEEL
GIRDER BRIDGE WITH ASSOCIATED CHANNEL, ROADWAY, AND APPROACH WORK.
CONTRACT COMPLETION DATE: This Contract shall be completed on or before June 30, 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, August 26, 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
199.8121 LIQUIDATED DAMAGES, INTERIM COMPLETION DATE (N.A.B.I.) 1.000 DL
(BRIDGE OPENING)
199.8121 LIQUIDATED DAMAGES, INTERIM COMPLETION DATE (N.A.B.I.) 1.000 DL
(TEMPORARY BRIDGE REMOVAL)
201.1000 CLEARING AND GRUBBING, INCLUDING INDIVIDUAL TREES AND 1.000 LS
STUMPS
203.1500 COMMON EXCAVATION 4,200.000 CY
203.2700 UNCLASSIFIED CHANNEL EXCAVATION 1,900.000 CY
203.2800 EXCAVATION OF SURFACES AND PAVEMENTS 290.000 CY
204.2000 TRENCH EXCAVATION OF EARTH 50.000 CY
204.2200 TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.) 1.000 CY
204.2500 STRUCTURE EXCAVATION 265.000 CY
204.3000 GRANULAR BACKFILL FOR STRUCTURES 180.000 CY
210.1000 COARSE-MILLING, BITUMINOUS PAVEMENT 720.000 SY
301.3500 SUBBASE OF DENSE GRADED CRUSHED STONE 3,600.000 CY
401.1000 AGGREGATE SURFACE COURSE 395.000 CY
404.1100 TACK COAT, EMULSIFIED ASPHALT 40.000 CWT
406.0230 BITUMINOUS CONCRETE PAVEMENT, TYPE IIS, QA TIER III 880.000 TON
406.0230001 BITUMINOUS CONCRETE PAVEMENT, TYPE IIS, LOW RISK 588.000 TON
406.0430 BITUMINOUS CONCRETE PAVEMENT, TYPE IVS, QA TIER III 575.000 TON
406.3400 BITUMINOUS CONCRETE PAVEMENT, NON-PAVER PLACED, TYPE IVS 364.000 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 (FPQ) 190.000 CY
501.3800 PERFORMANCE-BASED CONCRETE, CLASS PCS (FPQ) 150.000 CY
505.1800 STEEL PILING, HP 14 x 89 540.000 LF
505.4500 DYNAMIC PILE LOADING TEST 2.000 EACH
506.5500 STRUCTURAL STEEL, PLATE GIRDER (HYBRID)(METALIZED)(FPQ) 194,900.00 LB
0
507.1100 REINFORCING STEEL, LEVEL I 1,180.000 LB
507.1100 REINFORCING STEEL, LEVEL I (EPOXY COATED) 7,080.000 LB
507.1200 REINFORCING STEEL, LEVEL II 72,830.000 LB
508.1500 SHEAR CONNECTORS 1.000 LS
509.1500 CONCRETE BRIDGE DECK SURFACE PREPARATION 510.000 SF
514.1000 WATER REPELLENT, SILANE 15.000 GAL
514.1000001 CONCRETE CRACK SEALING, METHYL METHACRYLATE 5.000 GAL
516.1000 BRIDGE EXPANSION JOINT, ASPHALTIC PLUG (FPQ) 64.000 LF
524.1100 JOINT SEALER, HOT POURED (FPQ) 64.000 LF
525.3130 BRIDGE RAILING, GALVANIZED 3 RAIL BOX BEAM (FPQ) 246.000 LF
529.1500 REMOVAL OF STRUCTURE (TEMPORARY BRIDGE, 4900 SF) 1.000 EACH
541.2200 CONCRETE, CLASS B 10.000 CY
546.1500 PRE-EXCAVATION FOR PILES, EARTH 160.000 LF
546.2500 PRE-EXCAVATION FOR PILES, ROCK 50.000 LF
546.4000 FURNISHING EQUIPMENT FOR PRE-EXCAVATION FOR PILES 1.000 LS
601.2640 48 INCH CPEP(SL) 49.000 LF
608.2501 ALL-PURPOSE EXCAVATOR RENTAL, TYPE I 20.000 HR
609.1000 DUST CONTROL WITH WATER 1.000 MGAL
613.0604 E-STONE FILL, TYPE IV 735.000 CY
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613.1001 STONE FILL, TYPE I 20.000 CY
613.1004 STONE FILL, TYPE IV 940.000 CY
616.2702 CAST-IN-PLACE CONCRETE CURB, TYPE B 129.000 LF
621.0100 REMOVAL OF GUARDRAIL 748.000 LF
621.1060 STEEL BEAM GUARDRAIL 504.000 LF
621.3130 MTS, MGS, FLARED, TL-3 3.000 EACH
621.8130 GUARDRAIL APPROACH SECTION, 3 RAIL BOX BEAM 4.000 EACH
630.1000 UNIFORMED TRAFFIC OFFICERS 100.000 HR
630.1500 FLAGGERS 2,200.000 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
631.2600 FIELD OFFICE COMMUNICATIONS (N.A.B.I.) 3,000.000 DL
633.1000 CPM SCHEDULE 12.000 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
646.2010 4 INCH WHITE LINE, WATERBORNE PAINT 2,200.000 LF
646.2111 4 INCH YELLOW LINE, WATERBORNE PAINT 2,200.000 LF
646.6000 TEMPORARY 4 INCH WHITE LINE 2,200.000 LF
646.6100 TEMPORARY 4 INCH YELLOW LINE 2,200.000 LF
649.1100 GEOTEXTILE FOR ROADBED SEPARATOR 2,740.000 SY
649.3100 GEOTEXTILE UNDER STONE FILL 1,030.000 SY
651.1500 TURF ESTABLISHMENT, GENERAL SEED 2,560.000 SY
651.1700 TURF ESTABLISHMENT, TEMPORARY SEED 2,500.000 SY
651.3500 TOPSOIL 285.000 CY
653.0100 EPSC PLAN 1.000 LS
653.0200 MONITORING EPSC PLAN 80.000 HR
653.0300 MAINTENANCE OF EPSC PLAN (N.A.B.I.) 5,000.000 DL
653.1000 HAY MULCH 1.250 TON
653.2001 ROLLED EROSION CONTROL PRODUCT, TYPE I 490.000 SY
653.2501 CHECK DAM, TYPE I 50.000 CY
653.3400 STABILIZED CONSTRUCTION ENTRANCE 2.000 EACH
653.4003 INLET PROTECTION DEVICE, TYPE III 15.000 CY
653.4701 SILT FENCE, TYPE I 1,000.000 LF
653.5000 BARRIER FENCE 770.000 LF
653.5500 PROJECT DEMARCATION FENCE 1,250.000 LF
653.6000 EROSION LOG 100.000 LF
675.2000 TRAFFIC SIGN, FLAT SHEET ALUMINUM 2.000 SF
675.3410 SQUARE TUBE SIGN POST AND ANCHOR 24.000 LF
676.1000 DELINEATOR WITH STEEL POST 3.000 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.
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