Site work, paving and new construction of a civil project in Toomsuba, Mississippi. Completed plans call 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 at Sta. 17+16.00 1.000 Un Unclassified Excavation (Fm) 261.000 Cy Borrow Excavation (F.m.e.) 10,116.000 Cy (Contractor Furnished) (Class 9) Granular Material (L.v.m.), 2,175.000 Cy (Class 9, Group B) Size I Stabilizer Aggregate, 27.000 Cy Coarse Hot Mix Asphalt Base Course (Bb-1) 747.000 Ton Hot Bituminous Pavement Surface 366.000 Ton Course (Sc-1)(Type 8) 15" Reinforced Concrete Pipe, 88.000 Lf Class Iii Guardrail, W-beam 75.000 Lf Guardrail, Bridge End Section, 4.000 Ea Type "I" Thrie-beam Guardrail, Terminal End Section 4.000 Ea Right-of-way Markers (Type Ii) 14.000 Ea Maintenance of Traffic Lump Sum Ls Additional Construction Signs 0.000 Sf 4" Wide Thermoplastic Edge Stripe 0.531 Mi (Continuous White) (90 Mil) 4" Wide Thermoplastic Traffic 2,800.000 Lf Stripe (Continuous Yellow) (120 Mil) Two-way Yellow Reflective High 25.000 Ea Performance Raised Markers Reflectorized Traffic Object Marker 4.000 E (Encapsulated Lens)(Type 3) Erosion Control Items: Agricultural Limestone 5.780 Ton Commercial Fertilizer (13-13-13) 2.890 Ton Ammonium Nitrate 0.430 Ton Seeding 2.890 Ac Vegetative Materials for Mulch 8.670 Ton Solid Sodding 105.500 Sy Portland Cement Concrete 5.360 Cy Paved Ditch Temporary Silt Fence 2,500.000 Lf (Type Ii) (Aos 0.15-0.84) Wattles, 20" 300.000 Lf Loose Riprap, 200 Lb. 225.000 Ton Geotextile Under 200 Lb. Riprap, 475.000 Sy Type V, Non-woven <0.43 Bridge Items: Test Pile 2.000 Ea Conventional Static Pile Load Test 0.000 Ea 14" Prestressed Concrete Piling 1,530.000 Lf 18" Pre-formed Pile Holes 1,230.000 Lf Bridge Concrete, Class "a" 169.260 Cy 40 Ft. Prestressed Concrete Beam 397.500 Lf Type I+2 60 Ft. Prestressed Concrete Beam, 298.750 Lf Type Iii Reinforcement 29,355.000 Lb Concrete Railing 280.000 Lf Loose Riprap, 300 Lb. 326.000 Ton Geotextile Under 300 Lb. Riprap, 686.000 Sy Type V, Non-woven <0.43 Contract Time: 120 Working Days 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 Lauderdale 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. Certified check or bid bond for five percent (5%) of the total bid, made payable to Lauderdale 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.