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March 05, 2021 Letting 12:00 PM
086-89475

Bulletin Description

Replace the bridge carrying CH 8 over Brush Creek, 5 miles east of Abingdon.
Region District DBE % VBP % Federal Project #
3 4 5.00 0.00 Y4C7(237)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Knox
  • FAS 397
  • 07-00081-08-BR
  • C-94-077-07
  • 4-10258-0000
Contract Specifics
55 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (1 Submitted / 1 Answered ) Questions not accepted as of February 23, 2021 04:30 PM.

  • X5030305 Do you need a Finishing Machine for concrete wearing surface,5"
    GBSP 34 – finishing equipment shall be according to Article 503.03. A finishing machine will be required due to the width of the bridge deck (36’-0” pour width greater than 16’) for a better consistent quality finish. If a vibrating screed is wanting to be used - that will be subject to the approval of the Engineer and will have to meet all requirements listed in the Standard Specifications for Road and Bridge Construction. (02/24/2021)

Authorized Bidders

  • No authorized bidders

Non Bidders

  • No requests received
Pay Item # UOM Description Type Quantity Unit Price
20200100 CU YD EARTH EXCAVATION Base items 395.000
20300100 CU YD CHANNEL EXCAVATION Base items 335.000
20700220 CU YD POROUS GRANULAR EMBANKMENT Base items 17.500
28000250 POUND TEMPORARY EROSION CONTROL SEEDING Base items 500.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 940.000
28200200 SQ YD FILTER FABRIC Base items 500.000
35100100 TON AGGREGATE BASE COURSE, TYPE A Base items 749.000
40600275 POUND BITUMINOUS MATERIALS (PRIME COAT) Base items 2,573.000
40600290 POUND BITUMINOUS MATERIALS (TACK COAT) Base items 232.000
40603080 TON HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 Base items 174.000
40604050 TON HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "C", N50 Base items 85.000
48101200 TON AGGREGATE SHOULDERS, TYPE B Base items 125.000
50100100 EACH REMOVAL OF EXISTING STRUCTURES Base items 1.000
50200100 CU YD STRUCTURE EXCAVATION Base items 65.000
50200300 CU YD COFFERDAM EXCAVATION Base items 160.000
50201101 EACH COFFERDAM (TYPE 1) (LOCATION - 1) Base items 1.000
50201102 EACH COFFERDAM (TYPE 1) (LOCATION - 2) Base items 1.000
50300225 CU YD CONCRETE STRUCTURES Base items 165.700
50300260 SQ YD BRIDGE DECK GROOVING Base items 405.000
50300280 CU YD CONCRETE ENCASEMENT Base items 20.700
50300300 SQ YD PROTECTIVE COAT Base items 480.000
50400305 SQ FT PRECAST PRESTRESSED CONCRETE DECK BEAMS (17" DEPTH) Base items 3,852.000
50800205 POUND REINFORCEMENT BARS, EPOXY COATED Base items 17,770.000
51201400 FOOT FURNISHING STEEL PILES HP10X42 Base items 350.000
51201600 FOOT FURNISHING STEEL PILES HP12X53 Base items 504.000
51202305 FOOT DRIVING PILES Base items 350.000
51203400 EACH TEST PILE STEEL HP10X42 Base items 2.000
51204650 EACH PILE SHOES Base items 12.000
51500100 EACH NAME PLATES Base items 1.000
63000005 FOOT STEEL PLATE BEAM GUARDRAIL, TYPE B Base items 25.000
63100087 EACH TRAFFIC BARRIER TERMINAL, TYPE 6A Base items 2.000
63100167 EACH TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT Base items 2.000
63200310 FOOT GUARDRAIL REMOVAL Base items 758.000
67100100 L SUM MOBILIZATION Base items 1.000
72501000 EACH TERMINAL MARKER - DIRECT APPLIED Base items 4.000
78001110 FOOT PAINT PAVEMENT MARKING - LINE 4" Base items 1,180.000
X2501000 ACRE SEEDING, CLASS 2 (SPECIAL) Base items 0.900
X2810210 TON STONE RIPRAP, CLASS A5 (SPECIAL) Base items 820.000
X5030305 SQ YD CONCRETE WEARING SURFACE, 5" Base items 429.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
XX006199 FOOT STEEL BRIDGE RAIL, TYPE SM (SPECIAL) Base items 218.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0065002 CU FT DRILLING AND SETTING PILES (IN ROCK) Base items 220.000
Z0076600 HOUR TRAINEES Base items 500.000 $0.80
Z0076604 HOUR TRAINEES TRAINING PROGRAM GRADUATE Base items 500.000 $15.00
No More Pay Items

The contract details above are for informational purposes only until the Plans and Special Provisions are posted on this web page. If an addendum is posted, the contract details above may be revised. Please continue to check for addenda.