Bridge, Box Culvert and Approaches on Pineburr Road Sites A and B

Work includes the construction of 0.101 miles of bridge, box culvert, and approaches on the pinebur road, sites “a” & “b” being known as project no. sap46(70) in marion county, mississippi.principal items of work are approximately as follows: item quantity unit roadway items: mobilization lump sum ls clearing and grubbing lump sum ls removal of obstructions lump sum ls removal of bridge at station 10+03 1.000 un removal of bridge at station 10+48 1.000 un unclassified excavation (fm) 145.000 cy borrow excavation (f.m.e.) 1,273.000 cy (contractor furnished) (class 7) structure excavation 195.000 cy temporary stream diversion 1.000 ea granular material (lvm), 960.000 cy (class 6, group c) size (ii) stabilizer aggregate, 195.000 cy coarse hot mix asphalt, (st) (12.5 mm) 128.000 ton hot mix asphalt, (st) (25 mm) 255.000 ton asphalt for prime coat 403.000 gal (ea-1) class "b" structural concrete 168.620 cy reinforcing steel 31,680.000 lb 15" reinforced concrete pipe, 24.000 lf class iii guard rail, w-beam 50.000 lf guard rail, bridge end section, 4.000 ea type i thrie-beam guard rail, terminal end section 4.000 ea roadway construction surveying lump sum ls page 2 of 4 right-of-way markers (type i) 12.000 ea maintenance of traffic lump sum ls additional construction signs 0.000 sf 4" wide thermoplastic edge stripe 0.205 mi (continuous white) (60 mils) 4" wide thermoplastic traffic 1,080.000 lf stripe (continuous yellow) (90 mils) two-way yellow reflective high 11.000 ea performance raised markers reflectorized traffic object marker 8.000 ea (encapsulated lens)(type 3) erosion control items: agricultural limestone 2.400 ton commercial fertilizer (13-13-13) 1.200 ton seeding 1.200 ac vegetative materials for mulch 2.400 ton solid sodding 200.000 sy erosion mat 178.000 sy temporary silt fence 1,150.000 lf (type ii) (aos 0.15-0.84) wattles, 20" 160.000 lf loose riprap, 200 lb. 100.000 ton bridge site "a" items: test pile 2.000 ea conventional static pile load test 0.000 ea 14" prestressed concrete piling 520.000 lf 18" pre-formed pile holes 160.000 lf 19' precast concrete slab unit, 12.000 ea 3'-6" interior 31' precast concrete slab unit, 6.000 ea 3'-6" interior 19' precast concrete slab unit, 4.000 ea curb 31' precast concrete slab unit, 2.000 ea curb beam type railing with 138.000 lf concrete posts 29' precast concrete cap, 2.000 ea intermediate unit, concrete pile 29' precast concrete cap, 2.000 ea end unit, concrete pile 7.5' precast concrete wing 4.000 ea loose riprap, 300 lb. 260.000 ton page 3 of 4 geotextile under riprap, 463.000 sy type v, aos < 0.43.

Bridge, New Construction.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.