Demolition, site work, paving and new construction of a bridge / tunnel in Hickory, 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 L.S. Clearing and Grubbing Lump Sum L.S. Removal of Bridge @ Sta.40+33 1.00 Unit Unclassified Excavation (F.M.) 3,720.00 Cu.Yd. Borrow Excavation (F.M.E.) (Contractor Furnished))Class 9-6) 2,833.00 Cu.Yd. Channel Excavation (LVM) 118.00 Cu.Yd. Crushed Stone, Size 825 1,358.00 Ton Hot Mix Asphalt, ST, 9.5mm 144.00 Ton Hot Mix Asphalt, ST, 19mm 400.00 Ton Guard Rail, "W" Beam 75.00 Lin.Ft. Guard Rail, Bridge End Section, Type I "Thrie Beam" 4.00 Each Guard Rail, Terminal End Section 4.00 Each Roadway Construction Surveying Lump Sum L.S. Right-of-Way Markers (Type II) 10.00 Each Maintenance of Traffic Lump Sum L.S. Additional Construction Signs 0.00 Sq.Ft. 4" Wide Cold Plastic Edge Stripe (Continuous White) 0.035 Mile 4" Wide Cold Plastic Traffic Stripe (Continuous Yellow) 186.00 Lin.Ft. 4" Wide Thermoplastic Edge Stripe (Continuous White) (60 Mil) 0.263 Mile 4" Wide Thermoplastic Traffic Stripe (Continuous Yellow) (90 Mil) 1,390.00 Lin.Ft. Two-Way Yellow Reflective High Performance Raised Markers 20.00 Each Reflectorized Traffic Warning Sign (Encapsulated Lens) 1.00 Each Reflectorized Traffic Object Marker (Encapsulated Lens) (Type 3) 4.00 Each Reflectorized Traffic Delineator Sign (Encapsulated Lens) 18.00 Each Geotextile Under Bridge End Treatments, Non-Woven Type V, AOS (<0.43) 136.00 Sq.Yd. Erosion Control Items Agricultural Limestone 5.62 Ton Commercial Fertilizer (13:13:13) 2.81 Ton Ammonium Nitrate 0.281 Ton Seeding 2.81 Acre Vegetative Materials for Mulch 5.62 Ton Solid Sodding 100.00 Sq.Yd. Temporary Silt Fence (Type II) (AOS-0.15-0.43) 1,700.00 Lin.Ft. Wattles, 12" 500.00 Lin.Ft. Loose Riprap, 200Lb. 840.00 Ton Geotextile Under Riprap, Non-Woven, Type V, AOS (0.21-0.43) 1,556.00 Sq.Yd. Sediment Control Stone 50.00 Ton Bridge Items Test Pile 2.00 Each Conventional Static Pile Load Test 0.00 Each 14" Prestressed Concrete Piling 520.00 Lin.Ft. 18" Pre-formed Pile Hole 200.00 Lin.Ft. 31' Precast Concrete Slab Unit, 3.5' Interior 18.00 Each 31' Precast Concrete Slab Unit, 3.5' Exterior 6.00 Each Precast Concrete Barrier Rail 186.00 Lin.Ft. 31.0' Precast Concrete Cap, Intermediate Unit, Concrete Pile 2.00 Each 31.0' Precast Concrete Cap, End Unit, Concrete Pile 2.00 Each 9.25' Precast Concrete Wing 4.00 Each Loose Riprap, 300 Lb. 373.00 Ton Geotextile Under Riprap, Non-woven, Type V, AOS (<0.43) 748.00 Sq.Yd. construction of: 3 span @ 31 LF Precast Concrete Span Bridge and Approaches on 0.149 miles of Hickory-Fellowship Road, District Five, Newton County, Mississippi Total Contract Time as Advertised: 100 Working Days Certified Check or Bid Bond for five percent (5%) of total bid payable to Newton County and the State of Mississippi must accompany each proposal. The award, if made, will be made to the lowest qualified bidder on the basis of the published quantities. Bidders are hereby notified that any proposal accompanied by letter qualifying in any manner the condition under which the proposal is tendered will be considered an irregular bid, and such proposals will not be considered in making the award. 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 enterprises 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.