br-1910(9)b adv.txt
OFFICE OF STATE AID ROAD CONSTRUCTION
MISSISSIPPI DEPARTMENT OF TRANSPORTATION
AND
BENTON COUNTY BOARD OF SUPERVISORS
SECTION 900
___________
NOTICE TO CONTRACTORS:
______________________
Sealed bids will be received by the Board of Supervisors of Benton
County,
Mississippi at the Benton County Courthouse, Ashland, Mississippi, until 10:00
am on
the 6th day of August, 2010 and shortly thereafter publicly opened for
the
construction of 0.288 miles of PRECAST CONCRETE SPAN BRIDGES AND APPROACHES on
the
ASHLAND-BRODY ROAD being known as Project No. BR-1910(9)B in Benton
County,
Mississippi.
PRINCIPAL ITEMS OF WORK ARE APPROXIMATELY AS FOLLOWS:
_____________________________________________________
ITEM QUANTITY UNIT
______________________________________________________________________
ROADWAY ITEMS:
______________
MOBILIZATION LUMP SUM LS
CLEARING AND GRUBBING LUMP SUM LS
REMOVAL OF EXISTING BRIDGE AT 1.000 UN
STATION 230+90.26
REMOVAL OF EXISTING BRIDGE AT 1.000 UN
STATION 233+90.64
REMOVAL OF EXISTING BRIDGE AT 1.000 UN
STATION 237+97.28
UNCLASSIFIED EXCAVATION (FM) 948.000 CY
BORROW EXCAVATION (F.M.E.) 2,494.000 CY
(CONTRACTOR FURNISHED) (CLASS 9)
EXCESS EXCAVATION (LVM) 1,926.000 CY
GRANULAR MATERIAL (LVM), 245.000 CY
(CLASS 5, GROUP "C")
CRUSHED STONE 2,779.000 TON
MIXING, SHAPING AND COMPACTION 2,938.000 SY
HOT MIX ASPHALT, ST, 12.5 mm 442.000 TON
ASPHALT FOR PRIME COAT 938.000 GAL
(MC-70 OR EA-1)
18" REINFORCED CONCRETE PIPE, 40.000 LF
CLASS III
GUARD RAIL, "W" BEAM 911.290 LF
GUARD RAIL, BRIDGE END SECTION, 12.000 EA
TYPE "I" THRIE BEAM
GUARD RAIL, TERMINAL END SECTION 4.000 EA
RIGHT-OF-WAY MARKERS (TYPE I) 8.000 EA
MAINTENANCE OF TRAFFIC LUMP SUM LS
ADDITIONAL CONSTRUCTION SIGNS 0.000 SF
4" WIDE THERMOPLASTIC EDGE STRIPE 0.578 MI
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br-1910(9)b adv.txt
(CONTINUOUS WHITE) (60 MIL)
4" WIDE THERMOPLASTIC TRAFFIC 0.289 MI
STRIPE (SKIP YELLOW) (90 MIL)
REFLECTORIZED TRAFFIC OBJECT MARKER 12.000 EA
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================================================================================
SECTION 900
PROJECT NO. BR-1910(9)B
BENTON COUNTY
----------------------------------------------------------------------
(ENCAPSULATED LENS)(TYPE 3)
REFLECTORIZED TRAFFIC DELINEATOR 40.000 EA
SIGN (ENCAPSULATED LENS)
EROSION CONTROL ITEMS:
______________________
AGRICULTURAL LIMESTONE 4.530 TON
COMMERCIAL FERTILIZER (13-13-13) 2.263 TON
AMMONIUM NITRATE 0.570 TON
SEEDING 2.263 AC
VEGETATIVE MATERIALS FOR MULCH 4.530 TON
TEMPORARY SILT FENCE 100.000 LF
(TYPE I OR II) (AOS 0.15-0.84)
BRIDGE ITEMS:
_____________
SITE "A" PRECAST CONCRETE SPAN - STATION 230+65.00 - 1 @ 31', 1 @ 40', 1 @ 31'
ITEMS:
____________________________________________________________________________________
_
TEST PILE 2.000 EA
CONVENTIONAL STATIC PILE LOAD TEST 0.000 EA
10" STEEL PILING 640.000 LF
BRIDGE CONCRETE, CLASS "B" 2.800 CY
REINFORCEMENT 56.000 LB
31' PRECAST CONCRETE SLAB UNIT, 12.000 EA
3.5' INTERIOR, 30 DEG SKEW, RT FWD
40' PRECAST CONCRETE SLAB UNIT, 6.000 EA
3.5' INTERIOR, 30 DEG SKEW, RT FWD
31' PRECAST CONCRETE SLAB UNIT, 4.000 EA
3.5' EXTERIOR, 30 DEG SKEW, RT FWD
40' PRECAST CONCRETE SLAB UNIT, 2.000 EA
3.5' EXTERIOR, 30 DEG SKEW, RT FWD
PRECAST CONCRETE BARRIER RAIL 203.920 LF
36.17' PRECAST CONCRETE CAP, 2.000 EA
INTERMEDIATE UNIT, STEEL PILE,
30 DEG SKEW, RT FWD
36' PRECAST CONCRETE CAP, END UNIT, 2.000 EA
STEEL PILE, 30 DEG SKEW, RT FWD
11.33' PRECAST CONCRETE WING 4.000 EA
LOOSE RIPRAP, 300 LB. 134.000 TON
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br-1910(9)b adv.txt
SITE "B" PRECAST CONCRETE SPAN - STATION 233+71.00 - 1 @ 19', 3 @ 40, 1 @ 19'
ITEMS:
____________________________________________________________________________________
TEST PILE 4.000 EA
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================================================================================
SECTION 900
PROJECT NO. BR-1910(9)B
BENTON COUNTY
----------------------------------------------------------------------
CONVENTIONAL STATIC PILE LOAD TEST 0.000 EA
10" STEEL PILING 960.000 LF
BRIDGE CONCRETE, CLASS "B" 5.090 CY
REINFORCEMENT 96.000 LB
19' PRECAST CONCRETE SLAB UNIT, 12.000 EA
3.5' INTERIOR, 30 DEG SKEW, RT FWD
40' PRECAST CONCRETE SLAB UNIT, 18.000 EA
3.5' INTERIOR, 30 DEG SKEW, RT FWD
19' PRECAST CONCRETE SLAB UNIT, 4.000 EA
3.5' EXTERIOR, 30 DEG SKEW, RT FWD
40' PRECAST CONCRETE SLAB UNIT, 6.000 EA
3.5' EXTERIOR, 30 DEG SKEW, RT FWD
PRECAST CONCRETE BARRIER RAIL 315.920 LF
36.17' PRECAST CONCRETE CAP, 2.000 EA
INTERMEDIATE UNIT, STEEL PILE,
30 DEG SKEW, RT FWD
36.25' PRECAST CONCRETE CAP, 2.000 EA
INTERMEDIATE UNIT, STEEL PILE,
30 DEG SKEW, RT FWD
36' PRECAST CONCRETE CAP, END UNIT, 2.000 EA
STEEL PILE, 30 DEG SKEW, RT FWD
11.33' PRECAST CONCRETE WING 4.000 EA
LOOSE RIPRAP, 300 LB. 41.000 TON
SITE "C" PRECAST CONCRETE SPAN - STATION 237+65.65 - 1 @ 31', 1 @ 40', 1 @ 31'
ITEMS:
____________________________________________________________________________________
_
TEST PILE 2.000 EA
CONVENTIONAL STATIC PILE LOAD TEST 0.000 EA
10" STEEL PILING 640.000 LF
BRIDGE CONCRETE, CLASS "B" 4.500 CY
REINFORCEMENT 85.000 LB
31' PRECAST CONCRETE SLAB UNIT, 12.000 EA
3.5' INTERIOR
40' PRECAST CONCRETE SLAB UNIT, 6.000 EA
3.5' INTERIOR
31' PRECAST CONCRETE SLAB UNIT, 4.000 EA
3.5' EXTERIOR
40' PRECAST CONCRETE SLAB UNIT, 2.000 EA
3.5' EXTERIOR
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br-1910(9)b adv.txt
PRECAST CONCRETE BARRIER RAIL 203.920 LF
31.33' PRECAST CONCRETE CAP, 2.000 EA
INTERMEDIATE UNIT, STEEL PILE
31' PRECAST CONCRETE CAP, 2.000 EA
END UNIT, STEEL PILE
Page 3 of 5
================================================================================
SECTION 900
PROJECT NO. BR-1910(9)B
BENTON COUNTY
----------------------------------------------------------------------
10.0' PRECAST CONCRETE WING 4.000 EA
LOOSE RIPRAP, 300 LB. 122.000 TON
Page 4 of 5
================================================================================
PROJECT NO. BR-1910(9)B
BENTON COUNTY
NOTICE TO CONTRACTORS:
______________________
CONTRACT TIME: 120 Working Days
BASIS OF AWARD
______________
The award, if made, will be made to the lowest qualified bidder on the
basis of
published quantities.
The attention of the BIDDER is directed to the State and Federal laws
governing
selection of and employment of labor.
MINIMUM WAGE RATES for this project have been predetermined by the Secretary of
the
the Department of Labor in accordance with the requirements of Federal
regulations
governing the expenditure of FEDERAL AID HIGHWAY FUNDS and are set out in the
labor
regulations contained in the proposal.
The Board of Supervisors hereby notifies all bidders that it will
affirmatively
insure that in any contract entered into pursuant to this advertisement,
minority
business enterprise 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,
or national origin in consideration for an award.
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br-1910(9)b adv.txt
PLANS AND SPECIFICATIONS are on file in the Office of the Chancery Clerk of
Benton
County, the County Engineer's office and the Office of the State Aid Engineer,
412
E. Woodrow Wilson Avenue, Jackson, Mississippi. This project shall be
constructed
in acccordance with the latest edition of the Mississippi Standard
Specifications
for State Aid Road and Bridge Construction.
PLANS AND PROPOSALS may be secured from Kenneth P. Geno, Jr., County Engineer
for
Benton County, Mississippi, P. O. Box 1526, Tupelo. The Cost is fifty
dollars
($50.00) for plans and fifty dollars ($50.00) for the proposal, non-refundable
Certified check or bid bond for five percent (5%) of the total bid, made
payable to
Benton County and the State of Mississippi must accompany each proposal.
Bidders are hereby notified that any proposal accompanied by letters
qualifying in
any manner the condition under which the proposal is tendered will be
considered an
irregular bid and such proposal will not be considered in making the award.
Ricky Pipkin, President
Benton County Board of
Supervisors
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