BAKERSFIELD STP SCRP (11)

Agency: State of Vermont - Agency of Transportation
State: Vermont
Level of Government: State & Local
Category:
  • 89 - Subsistence (Food)
Opps ID: NBD16045205847697088
Posted Date: Jul 8, 2020
Due Date: Jul 31, 2020
Source: Members Only
CONSTRUCTION ADVERTISEMENTS QUESTIONS DUE PRIOR TO 4:30 PM ADDENDUMS BID OPENING
BAKERSFIELD STP SCRP (11)
10B248
APPROVED BIDDERS LIST
PLAN HOLDER LIST
7/22/20 N/A 7/31/20

Attachment Preview

VERMONT AGENCY OF TRANSPORTATION
BAKERSFIELD STP SCRP (11)
INVITATION FOR BIDS
MONTPELIER, VERMONT
July 08, 2020
Submitted bids will be opened electronically at 11:00 a.m. on Friday, July 31, 2020; and will be posted to the State of
Vermont, Agency of Transportation, Contract Administration website. The time of receiving and opening bids may be
postponed due to emergencies or unforeseen conditions.
LOCATION: BEGINNING AT A POINT ON VT ROUTE 108 APPROXIMATELY 1170 FEET (0.22 MILES) SOUTH OF
THE VT ROUTE 36 INTERSECTION WITH VT ROUTE 108 AND EXTENDING NORTHERLY THROUGH THE VILLAGE
OF BAKERSFIELD FOR A DISTANCE OF 3450.00 FEET (0.653 MILES) TO A POINT APPROXIMATELY 150 FEET
NORTH OF THE EGYPT ROAD (TH 20) INTERSECTION WITH VT ROUTE 108.
TYPE OF CONSTRUCTION: WORK TO BE PERFORMED UNDER THIS PROJECT INCLUDES COARSE-MILLING,
FULL DEPTH RECLAMATION AND RESURFACING OF THE EXISTING HIGHWAY, CORRECTING PROFILE AND
SUPERELEVATION DEFICIENCIES, INSTALLATION OF NEW DRAINAGE, CURB AND SIDEWALK AND OTHER
HIGHWAY RELATED ITEMS.
CONTRACT COMPLETION DATE: The Contract shall be completed on or before October 15, 2021.
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: Clicking on the following link then selecting and
submitting the "Request For Plans" form for the project you are requesting.
https://vtrans.vermont.gov/contract-admin/bids-requests/construction-contracting
QUESTIONS: During the advertisement period for this proposal, all questions shall be addressed solely to the Office of
Contract Administration via e-mail: AOT.ConstructionContractingInquiry@vermont.gov
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
JOINT VENTURES: Two or more Prequalified entities may combine all or a portion of their assets, equipment, personnel,
and experience for the purpose of bidding on a single Agency contract by providing a written request to obtain Contract
Specific Prequalification as a Joint Venture for a specific contract. Please refer to section 5.07 of the Policies and
Procedures on Prequalification, Bidding and Award of Contracts, available at -
https://vtrans.vermont.gov/sites/aot/files/contractadmin/documents/PPP%20V6%20010118%20Final.pdf
STANDARD SPECIFICATIONS: The work under this Contract shall be performed in accordance with the 2018
STANDARD SPECIFICATIONS FOR CONSTRUCTION, as modified. The Standard Specifications are available on the
VTrans website. https://vtrans.vermont.gov/highway/construct-material/construct-services/pre-contractspecifications
MINIMUM LABOR AND TRUCK RATES: For the project are included in the advertised specification and bid proposal
and such rates shall be a part of the Contract for this project.
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 such 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.
NOTICE TO BIDDERS-MANDATORY ELECTRONIC BIDDING: Bidders are hereby notified that only two-way electronic
bids will be accepted by the Agency for this proposal. 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
ITEM NO.
201.10
201.20
203.15
203.28
203.30
203.32
204.20
204.21
204.22
204.30
210.10
301.26
310.20
310.20
401.10
402.13
404.65
406.28
406.35
406.38
406.50
541.25
541.45
601.0410
601.0415
601.0425
601.0436
601.0816
601.0850
601.2610
601.2615
601.2620
601.2625
601.6015
601.6025
601.6815
601.7015
604.20
604.21
608.15
608.25
608.31
608.37
608.40
TELECOMMUNICATIONS RELAY SERVICE
TTY/TDD 1-800-253-0191
LINE NO.
0005
0010
0015
0020
0025
0030
0035
0040
0045
0050
0055
0060
0065
0070
0075
0080
0085
0090
0095
0100
0105
0110
0115
0120
0125
0130
0135
0140
0145
0150
0155
0160
0165
0170
0175
0180
0185
0190
0195
0200
0205
0210
0215
0220
APPROXIMATE ESTIMATE OF QUANTITIES
DESCRIPTION
CLEARING AND GRUBBING, INCLUDING INDIVIDUAL TREES AND STUMPS
REMOVING MEDIUM STUMPS
COMMON EXCAVATION
EXCAVATION OF SURFACES AND PAVEMENTS
EARTH BORROW
GRANULAR BORROW
TRENCH EXCAVATION OF EARTH
TRENCH EXCAVATION OF ROCK
TRENCH EXCAVATION OF EARTH, EXPLORATORY (N.A.B.I.)
GRANULAR BACKFILL FOR STRUCTURES
COARSE-MILLING, BITUMINOUS PAVEMENT
SUBBASE OF CRUSHED GRAVEL, FINE GRADED
FULL DEPTH RECLAMATION (FDR) (10" FIRST PASS)
FULL DEPTH RECLAMATION (FDR) (8" SECOND PASS)
AGGREGATE SURFACE COURSE
AGGREGATE SHOULDERS, RAP
EMULSIFIED ASPHALT
AIR VOIDS PAY ADJUSTMENT (N.A.B.I.)
SUPERPAVE BITUMINOUS CONCRETE PAVEMENT
HAND-PLACED BITUMINOUS CONCRETE MATERIAL, DRIVES
PRICE ADJUSTMENT, ASPHALT CEMENT (N.A.B.I.)
CONCRETE, CLASS B
CONTROLLED DENSITY (FLOWABLE) FILL
15" PCCSP .064 (2-2/3 X 1/2)
18" PCCSP .064 (2-2/3 X 1/2)
24" PCCSP .064 (2-2/3 X 1/2)
30" PCCSP .079 (2-2/3 X 1/2)
18" RCP CLASS IV
42" RCP CLASS III
15" CPEP(SL)
18" CPEP(SL)
24" CPEP(SL)
30" CPEP(SL)
18" CSPES .064 (2-2/3 X 1/2)
24" CSPES .064 (2-2/3 X 1/2)
18" RCPES CLASS III
18" CPEPES
PRECAST REINFORCED CONCRETE CATCH BASIN WITH CAST IRON GRATE
PRECAST REINFORCED CONCRETE MANHOLE WITH CAST IRON COVER
POWER GRADER RENTAL
ALL PURPOSE EXCAVATOR RENTAL, TYPE I
POWER BROOM RENTAL, TYPE II
TRUCK RENTAL
LOADER RENTAL, TYPE I
QUANTITY
UNITS
1.000 LS
10.000 EACH
3,620.000 CY
10.000 CY
50.000 CY
110.000 CY
10,136.000 CY
200.000 CY
1.000 CY
930.000 CY
12,200.000 SY
2,920.000 CY
12,070.000 SY
12,070.000 SY
15.000 CY
245.000 TON
90.000 CWT
1.000 LU
5,930.000 TON
1,705.000 SY
1.000 LU
1.000 CY
19.000 CY
30.000 LF
1,010.000 LF
40.000 LF
110.000 LF
152.000 LF
15.000 LF
660.000 LF
3,350.000 LF
200.000 LF
80.000 LF
2.000 EACH
2.000 EACH
1.000 EACH
1.000 EACH
59.000 EACH
3.000 EACH
10.000 HR
35.000 HR
8.000 HR
40.000 HR
5.000 HR
Page 2
ITEM NO.
609.10
613.10
613.11
613.12
616.20
616.21
616.40
616.41
616.47
617.10
617.12
618.10
618.11
618.30
619.17
619.20
622.10
629.20
629.23
629.24
629.29
629.35
629.54
630.10
630.15
631.10
631.16
631.17
631.19
631.26
633.10
635.11
641.11
641.15
646.602
646.612
646.682
646.692
646.702
646.76
649.11
649.31
651.15
651.18
651.20
651.35
653.01
653.02
653.03
653.10
LINE NO.
0225
0230
0235
0240
0245
0250
0255
0260
0265
0270
0275
0280
0285
0290
0295
0300
0305
0310
0315
0320
0325
0330
0335
0340
0345
0350
0355
0360
0365
0370
0375
0380
0385
0390
0395
0400
0405
0410
0415
0420
0425
0430
0435
0440
0445
0450
0455
0460
0465
0470
DESCRIPTION
DUST CONTROL WITH WATER
STONE FILL, TYPE I
STONE FILL, TYPE II
STONE FILL, TYPE III
GRANITE SLOPE EDGING
VERTICAL GRANITE CURB
REMOVING AND RESETTING CURB
REMOVAL OF EXISTING CURB
BITUMINOUS CONCRETE GUTTERS AND TRAFFIC ISLANDS
REMOVE AND RESET MAILBOX, SINGLE SUPPORT
REMOVE AND RESET MAILBOX, MULTIPLE SUPPORT
PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH
PORTLAND CEMENT CONCRETE SIDEWALK, 8 INCH
DETECTABLE WARNING SURFACE
YIELDING MARKER POSTS
REMOVING AND RESETTING PROPERTY MARKERS
INSULATION BOARD
ADJUST ELEVATION OF VALVE BOX
SEAMLESS COPPER WATER TUBE (3/4 INCH)
DUCTILE IRON WATER PIPE, CEMENT-LINED (6 INCH)
RELOCATE HYDRANT
TAPPING SLEEVE AND VALVE WITH VALVE BOX (8 INCH X 6 INCH)
CRUSHED STONE BEDDING
UNIFORMED TRAFFIC OFFICERS
FLAGGERS
FIELD OFFICE, ENGINEERS
TESTING EQUIPMENT, CONCRETE
TESTING EQUIPMENT, BITUMINOUS
TESTING EQUIPMENT, GROUT
FIELD OFFICE COMMUNICATIONS (N.A.B.I.)
CPM SCHEDULE
MOBILIZATION/DEMOBILIZATION
TRAFFIC CONTROL, ALL-INCLUSIVE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY 4 INCH WHITE LINE, PAINT
TEMPORARY 4 INCH YELLOW LINE, PAINT
TEMPORARY 24 INCH STOP BAR, PAINT
TEMPORARY LETTER OR SYMBOL, PAINT
TEMPORARY CROSSWALK MARKING, PAINT
LINE STRIPING TARGETS
GEOTEXTILE FOR ROADBED SEPARATOR
GEOTEXTILE UNDER STONE FILL
SEED
FERTILIZER
AGRICULTURAL LIMESTONE
TOPSOIL
EPSC PLAN
MONITORING EPSC PLAN
MAINTENANCE OF EPSC PLAN (N.A.B.I.)
HAY MULCH
Page 3
QUANTITY
UNITS
460.000 MGAL
160.000 CY
80.000 CY
230.000 CY
25.000 LF
3,110.000 LF
285.000 LF
23.000 LF
8.500 TON
5.000 EACH
1.000 EACH
1,010.000 SY
47.000 SY
40.000 SF
20.000 EACH
1.000 EACH
6.000 MFBM
10.000 EACH
170.000 LF
50.000 LF
2.000 EACH
1.000 EACH
5.000 TON
1,900.000 HR
4,000.000 HR
1.000 LS
1.000 LS
1.000 LS
1.000 LS
3,000.000 DL
7.000 EACH
1.000 LS
1.000 LS
4.000 EACH
15,750.000 LF
14,800.000 LF
200.000 LF
40.000 EACH
160.000 LF
1,480.000 EACH
1,280.000 SY
1,140.000 SY
210.000 LB
720.000 LB
3.000 TON
630.000 CY
1.000 LS
115.000 HR
1.000 LU
3.000 TON
ITEM NO.
653.20
653.35
653.40
653.42
653.45
653.475
653.50
653.55
656.20
656.20
656.30
656.85
675.341
675.50
675.60
690.50
900.608
900.608
900.620
900.620
900.620
900.620
900.620
900.635
900.640
900.645
900.645
646.402 AA1
646.403 AA2
646.404 AA3
646.412 BB1
646.413 BB2
646.414 BB3
646.442 CC1
646.443 CC2
646.444 CC3
646.482 DD1
646.483 DD2
646.484 DD3
646.492 EE1
646.493 EE2
646.494 EE3
646.502 FF1
646.503 FF2
646.504 FF3
LINE NO.
0475
0480
0485
0490
0495
0500
0505
0510
0515
0520
0525
0530
0535
0540
0545
0550
0555
0560
0565
0570
0575
0580
0585
0590
0595
0600
0605
0610
0615
0620
0625
0630
0635
0640
0645
0650
0655
0660
0665
0670
0675
0680
0685
0690
0695
DESCRIPTION
ROLLED EROSION CONTROL PRODUCT, TYPE I
STABILIZED CONSTRUCTION ENTRANCE
INLET PROTECTION DEVICE, TYPE I
INLET PROTECTION DEVICE, TYPE III
FILTER BAG
SILT FENCE, TYPE I
BARRIER FENCE
PROJECT DEMARCATION FENCE
EVERGREEN TREES (PICEA GLAUCA)(4'-5' HT.)(B&B)
EVERGREEN TREES (THUJA OCCIDENTALIS)(4'-5' HT.)(CONT.)
DECIDUOUS TREES (ACER FREMANI AUTUMN BLAZE)(2"-2.5" CAL.)(B&B)
TREE PROTECTION
SQUARE TUBE SIGN POST AND ANCHOR
REMOVING SIGNS
RESETTING SIGNS
PRICE ADJUSTMENT, FUEL (N.A.B.I.)
SPECIAL PROVISION (EXCAVATION OF HAZARDOUS CONTAMINATED
SOILS)
SPECIAL PROVISION (EXCAVATION OF NON-HAZARDOUS CONTAMINATED
SOILS)
SPECIAL PROVISION (42" RCPES CLASS III)
SPECIAL PROVISION (ADJUST ELEVATION OF WATER SHUT-OFF)
SPECIAL PROVISION (DEBRIS RACK)
SPECIAL PROVISION (DECOMMISSION GROUNDWATER MONITORING
WELL)
SPECIAL PROVISION (GNSS CONSTRUCTION INSPECTION EQUIPMENT)
SPECIAL PROVISION (WET AREA SEED MIX)
SPECIAL PROVISION (LIVE FASCINE)
SPECIAL PROVISION (GNSS MACHINE CONTROL GRADING)
SPECIAL PROVISION (SOIL AND GROUNDWATER MANAGEMENT PLAN)
DURABLE 4 INCH WHITE LINE, THERMOPLASTIC
DURABLE 4 INCH WHITE LINE, EPOXY PAINT
DURABLE 4 INCH WHITE LINE, POLYUREA
DURABLE 4 INCH YELLOW LINE, THERMOPLASTIC
DURABLE 4 INCH YELLOW LINE, EPOXY PAINT
DURABLE 4 INCH YELLOW LINE, POLYUREA
DURABLE 8 INCH WHITE LINE, THERMOPLASTIC
DURABLE 8 INCH WHITE LINE, EPOXY PAINT
DURABLE 8 INCH WHITE LINE, POLYUREA
DURABLE 24 INCH STOP BAR, THERMOPLASTIC
DURABLE 24 INCH STOP BAR, EPOXY PAINT
DURABLE 24 INCH STOP BAR, POLYUREA
DURABLE LETTER OR SYMBOL, THERMOPLASTIC
DURABLE LETTER OR SYMBOL, EPOXY PAINT
DURABLE LETTER OR SYMBOL, POLYUREA
DURABLE CROSSWALK MARKING, THERMOPLASTIC
DURABLE CROSSWALK MARKING, EPOXY PAINT
DURABLE CROSSWALK MARKING, POLYUREA
QUANTITY
UNITS
2,450.000 SY
15.000 CY
84.000 EACH
50.000 CY
3.000 EACH
520.000 LF
730.000 LF
5,480.000 LF
2.000 EACH
10.000 EACH
1.000 EACH
1.000 LS
470.000 LF
53.000 EACH
51.000 EACH
1.000 LU
85.000 CY
765.000 CY
2.000 EACH
9.000 EACH
2.000 EACH
4.000 EACH
1.000 EACH
2.000 LB
70.000 LF
1.000 LS
1.000 LS
7,900.000 LF
7,900.000 LF
7,900.000 LF
7,400.000 LF
7,400.000 LF
7,400.000 LF
80.000 LF
80.000 LF
80.000 LF
105.000 LF
105.000 LF
105.000 LF
20.000 EACH
20.000 EACH
20.000 EACH
80.000 LF
80.000 LF
80.000 LF
Page 4
The estimate 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.
Sincerely,
E-SIGNED by Stacy Andre
on 2020-07-08 09:35:47 EDT
Stacy L. Andre
Administrative Services Manager III
Page 5
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