Bids sought for replacement of two local bridges

OFFICE OF STATE AID ROAD CONSTRUCTION MISSISSIPPI DEPARTMENT OF TRANSPORTATION

AND GREENE COUNTY BOARD OF SUPERVISORS

SECTION 900

NOTICE TO CONTRACTORS:

 

Sealed  bids  will  be  received  by  the  Board  of  Supervisors  of Greene County, Mississippi at the Greene County Courthouse, Leakesville, Mississippi,  until  10:00 am  on  the  26th  day of March, 2018 and shortly thereafter publicly opened for the construction of 0.464 miles of BRIDGE REPLACEMENT on the SITE “A”  VERNAL  RIVER  RD SITE  “B”  HIGH  SCHOOL  RD  being known as Project No. SAP-21(81) in Greene 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 BRIDGE (STA. 271+83)                      1.000             UN

REMOVAL OF BRIDGE (STA. 536+15)                      1.000             UN

REMOVAL OF PAVEMENT, ALL DEPTHS                  2,357.000             SY

REMOVAL OF PIPE (ALL SIZES)                        257.000             LF

UNCLASSIFIED EXCAVATION (FM)                       587.000             CY

BORROW EXCAVATION (F.M.E.)                       2,508.000             CY

(CONTRACTOR FURNISHED) (CLASS 5)

GRANULAR MATERIAL (LVM), (CLASS 9, GROUP B)        436.000             CY

CRUSHED STONE (SIZE 610)                           861.000             TON

HOT MIX ASPHALT, (ST) ( 9.5MM)                     455.000             TON

HOT MIX ASPHALT, (ST) (12.5MM)                     782.000             TON

CLASS B STRUCTURAL CONCRETE,                         1.134             CY

MINOR STRUCTURES

18″ REINFORCED CONCRETE PIPE, CLASS III            184.000             LF

24″ REINFORCED CONCRETE PIPE, CLASS III             48.000             LF

36″ REINFORCED CONCRETE PIPE, CLASS III             64.000             LF

18″ REINFORCED CONCRETE PIPE END SECTION            12.000             EA

24″ REINFORCED CONCRETE PIPE, END SECTION              2.000             EA

36″ REINFORCED CONCRETE PIPE, END SECTION            4.000             EA

GUARD RAIL, “W” BEAM,                              300.000             LF

COMPLETE-IN-PLACE

GUARD RAIL, BRIDGE END SECTION,                      8.000             EA

TYPE “I”, THRIE BEAM

GUARD RAIL, TERMINAL END SECTION                     8.000             EA

RIGHT-OF-WAY MARKERS (TYPE II)                      14.000             EA

MAINTENANCE OF TRAFFIC                            LUMP SUM             LS

ADDITIONAL CONSTRUCTION SIGNS                        0.000             SF

4″ WIDE COLD PLASTIC EDGE STRIPE                     0.080             MI

(CONTINUOUS WHITE)

4″ WIDE COLD PLASTIC TRAFFIC                         0.080             MI

STRIPE (CONTINUOUS YELLOW)

4″ WIDE THERMOPLASTIC EDGE STRIPE                    0.847             MI

(CONTINUOUS WHITE) (60 MILS)

4″ WIDE THERMOPLASTIC TRAFFIC                        0.847             MI

STRIPE (CONTINUOUS YELLOW)

(90 MILS)

TWO-WAY YELLOW REFLECTIVE HIGH                      56.000             EA

PERFORMANCE RAISED MARKERS

REFLECTORIZED TRAFFIC OBJECT MARKER                  8.000             EA

(ENCAPSULATED LENS)(TYPE 3)

 

EROSION CONTROL ITEMS:

 

AGRICULTURAL LIMESTONE                               5.380             TON

COMMERCIAL FERTILIZER (13-13-13)                     2.690             TON

AMMONIUM NITRATE                                     0.270             TON

SEEDING                                              2.690             AC

VEGETATIVE MATERIALS FOR MULCH                       5.380             TON

SOLID SODDING                                       53.300             SY

EXCELSIOR BLANKET                                  800.000             SY

TEMPORARY SILT FENCE                             5,630.000             LF

(TYPE II) (AOS 0.15-0.84)

WATTLES, 20″                                     1,200.000             LF

 

BRIDGE SITE A ITEMS:

 

 

TEST PILE                                            2.000             EA

CONVENTIONAL STATIC PILE LOAD TEST                   0.000             EA

14″ PRESTRESSED CONCRETE PILING                    670.000             LF

18″ PRE-FORMED PILE HOLES                          607.000             LF

40′ PRECAST CONCRETE SLAB UNIT,                     18.000             EA

3.5′ INTERIOR

40′ PRECAST CONCRETE SLAB UNIT,                      6.000             EA

3.5′ EXTERIOR

PRECAST CONCRETE BARRIER RAIL                      240.000             LF

31.17′ PRECAST CONCRETE CAP,                         2.000             EA

INTERMEDIATE UNIT, CONCRETE PILE,

31.17′ PRECAST CONCRETE CAP,                         2.000             EA

END UNIT, CONCRETE PILE,

9.17′ PRECAST CONCRETE WING                          4.000             EA

LOOSE RIPRAP, 300 LB.                              163.000             TON

GEOTEXTILE UNDER RIPRAP,                           519.000             SY

TYPE V, AOS 0.21-0.43

 

BRIDGE SITE B ITEMS:

 

 

TEST PILE                                            2.000             EA

CONVENTIONAL STATIC PILE LOAD TEST                   0.000             EA

14″ PRESTRESSED CONCRETE PILING                    590.000             LF

18″ PRE-FORMED PILE HOLES                          450.000             LF

31′ PRECAST CONCRETE SLAB UNIT,                     18.000             EA

3.5′ INTERIOR

31′ PRECAST CONCRETE SLAB UNIT,                      6.000             EA

3.5′ EXTERIOR

PRECAST CONCRETE BARRIER RAIL                      186.000             LF

31.00′ PRECAST CONCRETE CAP,                         2.000             EA

INTERMEDIATE UNIT, CONCRETE PILE,

31.00′ PRECAST CONCRETE CAP,                         2.000             EA

END UNIT, CONCRETE PILE,

9.25′ PRECAST CONCRETE WING                          4.000             EA

LOOSE RIPRAP, 300 LB.                              188.000             TON

GEOTEXTILE UNDER RIPRAP                            650.000             SY

TYPE V, AOS 0.21-0.43

 

PROJECT NO. SAP-21(81)        GREENE 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 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.

PLANS AND SPECIFICATIONS are on file in the Office of the Chancery Clerk of Greene 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 accordance with the latest edition of the Mississippi  Standard  Specifications for State Aid Road and Bridge Construction.

 

PLANS AND PROPOSALS may be secured from Donald E. Walker, County Engineer for Greene County, Mississippi, P. O. Box 16496, Hattiesburg.    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 Greene 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.

Jerry Mills, President

Greene County Board of Supervisors

Dates of Publication:  February 22, 2018 & March 1, 2018

Leave a Comment