Site work and paving for a civil project in Tunica, Mississippi. Completed plans call for site work for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; and road / highway.

PRINCIPAL ITEMS OF WORK ARE APPROXIMATELY AS FOLLOWS: ITEM QUANTITY UNIT Mobilization Lump Sum Lump Sum Clearing and Grubbing Lump Sum Lump Sum Removal of Bridge (Sta. 26+69) 1 Each Removal of Pipe (All Sizes) 26 L.F. Unclassified Excavation (FM) 1,840 C.Y. Borrow Excavation (F.M.E.) (Contractor Furnished) 990 C.Y. (Class 9) Crushed Stone 1,512 Tons Hot Mix Asphalt (ST) (12.5 mm) 141 Tons Hot Mix Asphalt (ST) (19 mm) 279 Tons 72" Reinforced Concrete Pipe, Class III 72 L.F. Guardrail, W-Beam 200.00 L.F. Guardrail, Bridge End Section, Type "I" Thrie-Beam 4 Each Guardrail, Terminal End Section 4 Each Right-of-Way Markers (Type II) 4 Each Maintenance of Traffic Lump Sum L.S. Additional Construction Signs 0 S.F. 4" Wide Thermoplastic Edge Stripe 0.322 Miles (Continuous White) (90 Mils) 4" Wide Thermoplastic Traffic Stripe 0.322 Miles (Continuous Yellow) (90 Mils) Two Way Yellow Reflective High Performance 11 Each Raised Markers Reflectorized Traffic Object Marker 4 Each (Encapsulated Lens) (Type 3) Hydroseeding 1.04 Acres Temporary Silt Fence (Type I or II) 1,650 L.F. (AOS 0.15 - 0.84) Wattles, (20 inch) 400 L.F. Test Piles 2 Each Conventional Static Pile Load Testing 0 Each 18 in. Prestressed Concrete Piling 2,340 L.F. 24 in. Pre-formed Pile Hole 200 L.F. Bridge Concrete, Class "A" 163.12 C.Y 31 ft. Prestressed Concrete Beam, Type I+2 153.75 L.F. 40 ft. Prestressed Concrete Beam, Type I+2 397.50 L.F. Reinforcement 28,917 Lbs. Concrete Railing 222.00 L.F. Roadway Construction Surveying Lump Sum L.S. Bridge Construction Surveying Lump Sum L.S. Project No - SA72-0025