Bridge Replacement Project ERBR-47(01) Bethlehem Road Attachment: ERBR47(01)B Contract Documents.pdf 
Mississippi > Marshall County
Sealed Bid: 42307577
Listing Information/Advertisement
NOTICE TO CONTRACTORS:
  
Sealed bids will be received by the Board of Supervisors of Marshall County, Mississippi at the Marshall County Courthouse, 107 Market St., Holly Springs, MS 38635, Mississippi, until 9:00 a.m. local on the 19TH day of January, 2021 and shortly thereafter publicly opened and read aloud at 11:00 a.m. local time for the construction of 0.306 miles of BRIDGE REPLACEMENT PROJECT on BETHLEHEM ROAD being known as Project No. ERBR-47(01) in Marshall County, Mississippi.
 
PRINCIPAL ITEMS OF WORK ARE APPROXIMATELY AS FOLLOWS:

              ITEM                                                                                            QUANTITY            UNIT

ROADWAY BASE BID ITEMS:
 
MOBILIZATION                                                                                             LUMP SUM          LS
CLEARING AND GRUBBING                                                                       LUMP SUM          LS
REMOVAL OF BRIDGE (STA. 431+97)                                                                 1.000          UN
REMOVAL OF ASPHALT (ALL DEPTHS)                                                      1,124.000          SY
UNCLASSIFIED EXCAVATION (F.M.)                                                               333.000          CY
BORROW EXCAVATION (F.M.E.)(CONTRACTOR FURNISHED)
(CLASS 9)                                                                                                      3,383.000          CY
GRANULAR MATERIAL (LVM), (CLASS 9, GROUP “D”)                                898.000          CY
GRANULAR MATERIAL (LVM), (CLASS 4, GROUP “C”)                                183.000          TON
PORTLAND CEMENT                                                                                     478.000          CWT
SOIL-CEMENT-WATER MIXING (MULTIPLE PASS MIXERS)                     1,411.000          SY
HOT MIX ASPHALT, (ST) (9.5 mm)                                                                 107.000          TON
HOT MIX ASPHALT, (ST) (12.5 mm)                                                               107.000          TON
POLYMERIZED-EMULSIFIED ASPHALT, GRADE CRS-2P                           691.000          GAL
COARSE AGGREGATE COVER MATERIAL, SIZE 56 STONE                       27.000          CY
CLASS “B” STRUCTURAL CONCRETE, MINOR STRUCTURES                     3.100          CY
REINFORCING STEEL                                                                                   148.000          LB
36” REINFORCED CONCRETE PIPE, CLASS III                                            32.000          LF
36” REINFORCED CONCRETE PIPE, END SECTION                                     2.000          EA
GUARD RAIL, W-BEAM                                                                                   50.000          LF
GUARD RAIL, BRIDGE END SECTION, TYPE “I”, THRIE BEAM                     4.000          EA
GUARD RAIL, TERMINAL END SECTION                                                        4.000          EA
MAINTENANCE OF TRAFFIC                                                                  LUMP SUM          LS
ADDITIONAL CONSTRUCTION SIGNS                                                            0.000          SF
4” WIDE THERMOPLASTIC EDGE STRIPE (CONTINUOUS
WHITE) (60 MIL)                                                                                                0.595          MI
4” WIDE THERMOPLASTIC TRAFFIC STRIPE (CONTINUOUS
YELLOW) (90 MIL)                                                                                      3,240.000          LF
THERMOPLASTIC LEGEND (WHITE) (120 MIL)                                           42.000          LF
REFLECTORIZED TRAFFIC WARNING SIGN
(ENCAPSULATED LENS)                                                                                 2.000          EA
REFLECTORIZED TRAFFIC REGULATORY SIGN
(ENCAPSULATED LENS)                                                                                 1.000          EA
REFLECTORIZED TRAFFIC OBJECT MARKER
(ENCAPSULATED LENS)(TYPE 3)                                                                   4.000          EA
 
EROSION CONTROL BASE BID ITEMS:
 
COMMERCIAL FERTILIZER (13:13:13)                                                           1.500          TON
AMMONIUM NITRATE                                                                                     0.150          TON
SEEDING                                                                                                          1.500          AC
VEGETATIVE MATERIALS FOR MULCH                                                        4.500          TON
TEMPORARY SILT FENCE
(TYPE I) (AOS 0.15 mm – 0.84 mm)                                                         1,200.000          LF
WATTLES, 20”                                                                                              200.000          LF
LOOSE RIPRAP, 300 LB                                                                             200.000          TON
GEOTEXTILE UNDER RIPRAP, (TYPE V),
(AOS 0.21 mm – 0.43 mm)                                                                          320.000          SY
 
ADD ALTERNATE BID NO. 1
BRIDGE ITEMS:    
 
TEST PILE                                                                                                       7.000          EA
CONVENTIONAL STATIC PILE LOAD TEST                                                 0.000          EA
18” PRESTRESSED CONCRETE PILING                                               8,130.000          LF
22” PRE-FORMED PILE HOLE                                                                   820.000          LF
BRIDGE CONCRETE, CLASS “A”                                                              597.790          CY
31’ PRESTRESSED CONCRETE BEAM, TYPE I + 2                                153.750          LF
40’ PRESTRESSED CONCRETE BEAM TYPE I + 2                                 397.500          LF
100’ PRESTRESSED CONCRETE BEAM, TYPE IV                                 997.500          LF
REINFORCEMENT                                                                              112,669.000          LB
31’ PRECAST CONCRETE SLAB UNIT, 3.5’ INTERIOR                            24.000          EA
40’ PRECAST CONCRETE SLAB UNIT, 3.5’ INTERIOR                          102.000          EA
31’ PRECAST CONCRETE SLAB UNIT, 3.5’ EXTERIOR                             8.000          EA
40’ PRECAST CONCRETE SLAB UNIT, 3.5’ EXTERIOR                           34.000          EA
PRECAST CONCRETE BARRIER RAIL                                                 1,608.000          LF
CONCRETE RAILING                                                                                 622.000          LF
LOOSE RIPRAP, 300 LB                                                                            252.000          TON
GEOTEXTILE UNDER RIPRAP (TYPE V)
(AOS 0.21 mm – 0.43 mm)                                                                         450.000          SY
 
ADD ALTERNATE BID NO. 2
BRIDGE ITEMS:
 
TEST PILE                                                                                                     7.000          EA
CONVENTIONAL STATIC PILE LOAD TEST                                               0.000          EA
18” PRESTRESSED CONCRETE PILING                                           12,960.000          LF
22” PRE-FORMED PILE HOLE                                                              1,340.000          LF
BRIDGE CONCRETE, CLASS “A”                                                        1,363.230          CY
31” PRESTRESSED CONCRETE BEAM, TYPE I + 2                              768.750          LF
40’ PRESTRESSED CONCRETE BEAM, TYPE I + 2                           3,776.250          LF
100’ PRESTRESSED CONCRETE BEAM, TYPE IV                                997.500          LF
REINFORCEMENT                                                                            250,457.000          LB
CONCRETE RAILING                                                                            2,230.000          LF
LOOSE RIPRAP, 300 LB                                                                          283.000          TON
GEOTEXTILE UNDER RIPRAP (TYPE V)
(AOS 0.21 mm 0.43 mm)                                                                         500.000          SY
     

NOTICE TO CONTRACTORS: ERBR-47(01)   
CONTRACT TIME:         300 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 Marshall County, the County Engineer's office.  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 Larry L. Britt, County Engineer for Marshall County, Mississippi, P.O. Box 308, 823 North Lamar Blvd., Oxford, MS  38655, 662-234-1763.  The Cost is seventy-five dollars ($75.00) for plans and thirty dollars ($30.00) for the proposal, non-refundable certified check or bid bond for five percent (5%) of the total bid, made payable to Marshall County and the State of Mississippi must accompany each proposal.
 
Official bid documents can be downloaded at www.centralbidding.com. Electronic bids may be submitted at www.centralbidding.com. For any questions relating to
the electronic bidding process, please call Central Bidding at 225-810-4814.  Project information is also available on the website of the Mississippi Office of State Aid Road Construction under the “Bid Calendars” tab.
 
The Marshall County Board of Supervisors reserves the right to select the lowest and best and most responsible bid combination from either of the alternates.  The Bid selected will be based on the  BASE BID + ALTERNATE BID NO.1, or BASE BID + ALTERNATE BID NO.2. BIDDERS MAY CHOOSE TO BID BOTH ALTERNATES OR CHOOSE ONLY ONE TO BID.  BIDDERS WILL MARK THROUGH ALTERNATE NOT BID AND IT WILL NOT BE CONSIDERED TO DETERMINE BIDDER’S LOWEST BID.
 
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.
 
Bidders are hereby notified that any proposal that is submitted as a stripped bid will be considered an irregular bid and such proposal will not be considered in making the award.
 
Published:
December 10,  2020
December 17, 2020
 
 
                                            /s/                                 .
                                           Keith Taylor, President
                                           Marshall County Board of Supervisors

BID SUBMITTAL INFORMATION
Creator Username: ElliotBrittLB
Bidding Privacy: Bid encryption
Started: 10-Dec-2020 08:00:00 AM
Ends: 19-Jan-2021 09:00:00 AM ( 2d, 1h+ )
History: 212 Views, 0 Messages
Event Status: Event open for bids
Actions: Sign-In to Bid
Username:

Password:
Visitors: Visitors/Central Bidding Plan Holders
PUBLIC MESSAGE BOARD
Discuss questions with the owner/creator of this Listing.
UPDATE/ADDENDUM HISTORY
All updates/changes are listed below::
15-Jan-2021 10:16:23 AM
To clarify Bridge Layout Sheet IV standard - not needed.