Demolition, site work, paving and new construction of a bridge / tunnel in Camden, Mississippi. Completed plans call for the demolition of a bridge / tunnel; for the construction of a bridge / tunnel; for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

Roadway Items: Mobilization Lump Sum Ls Clearing and Grubbing Lump Sum Ls Removal of Bridge @ Sta 44+41 1.000 Un Removal of Pavement (All Types) 80.000 Sy (All Depths) Removal of Pipe (All Sizes) 30.000 Lf Unclassified Excavation (Pm) 1,181.000 Cy Channel Excavation (Fm) 1,039.000 Cy Granular Material (Class 5, 60.000 Ton Group C) Crushed Stone 124.000 Ton Hot Bituminous Pavement Surface 231.000 Ton Course (Sc-1)(Type 8) 24" Corrugated Polyethylene Pipe 40.000 Lf Guard Rail, W-beam, Complete-in-place 283.000 Lf Guard Rail, Bridge End Section, 4.000 Ea Type "I" Thrie Beam, Complete-in-place Guard Rail, Terminal End Section 6.000 Ea Roadway Construction Surveying Lump Sum Ls Right-of-way Markers (Type Ii) 16.000 Ea Maintenance of Traffic Lump Sum Ls Additional Construction Signs 0.000 Sf 4" Wide Thermoplastic Edge Stripe 0.240 Mi (Continuous White) (60 Mils) 4" Wide Thermoplastic Traffic 1,268.000 Lf Stripe (Continuous Yellow)(90 Mils) Two-way Yellow Reflective High 8.000 Ea Performance Raised Markers Reflectorized Traffic Warning Sign 2.000 Ea (Encapsulated Lens) Reflectorized Traffic Object Marker 4.000 Ea (Encapsulated Lens)(Type 3) Geotextile Under Crushed Stone 120.000 Sy (Type V)(Aos 0.21-0.43) Erosion Control Items: Agricultural Limestone 2.210 Ton Commercial Fertilizer (13-13-13) 1.110 Ton Ammonium Nitrate 0.111 Ton Seeding 1.107 Ac Vegetative Materials for Mulch 3.320 Ton Temporary Silt Fence (Type I) 1,289.000 Lf (Aos 0.15-0.84) Temporary Erosion Checks 50.000 Bl Wattles, 12" Diameter 200.000 Lf Crushed Stone 5.000 Ton Loose Riprap, 300 Lb. 475.000 Ton Geotextile Under Riprap 529.000 Sy (Type V)(Aos 0.21-0.43) Bridge Items: Bridge Construction Surveying Lump Sum Ls Test Pile 2.000 Ea Conventional Static Pile Load Test 0.000 Ea 14" Prestressed Concrete Piling 960.000 Lf 18" Preformed Pile Hole 200.000 Lf 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 Precast Concrete Barrier Rail 204.000 Lf 31.33' Precast Concrete Cap, 2.000 Ea Intermediate Unit, Concrete Pile 31.0' Precast Concrete Cap, 2.000 Ea 9.25' Precast Concrete Wing 4.000 Ea Loose Riprap, 300 Lb. 620.000 Ton Geotextile Under Riprap 720.000 Sy Contract Time: 100 Working Days The Award, if Made, Will Be Made to the Lowest and Best Qualified Bidder on the Basis of Published Quantities. Certified Check or Bid Bond for Five Percent (5%) of the Total Bid, Made Payable to Madison 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.