Jackson County: Construction of 0.132 miles of BRIDGE AND APPROACHES on GRAND BATURE ROAD. LUMP SUM LS CLEARING AND GRUBBING: LUMP SUM LS REMOVAL OF BRIDGE AT STATION 16+11.36: 1.000 UN REMOVAL OF ASPHALT PAVING, ALL DEPTHS: 1262.000 SY REMOVAL OF PIPE, ALL SIZES: 235.000 LF UNCLASSIFIED EXCAVATION (FM): 151.000 CY BORROW EXCAVATION (CONTRACTOR FURNISHED), (LVM) (CLASS 7): 556.000 CY EXCESS EXCAVATION (LVM): 169.000 CY GEOGRID, TYPE III: 1417.000 SY GRANULAR MATERIAL (LVM): 103.000 CY (CLASS 9, GROUP B) CRUSHED STONE (SIZE 610) (LVM): 624.000 CY SIZE 1 STABILIZER AGGREGATE: 26.000 CY COARSE 18" REINFORCED CONCRETE PIPE, CLASS III: 352.000 LF 18" REINFORCED CONCRETE PIPE, END SECTION: 22.000 EA RIGHT OF WAY MARKERS (TYPE II): 15.000 EA MAINTENANCE OF TRAFFIC: LUMP SUM LS ADDITIONAL CONSTRUCTION SIGNS: 0.000 SF REFLECTORIZED TRAFFIC OBJECT: 4.000 EA MARKER (ENCAPSULATED LENS) (TYPE III) EROSION CONTROL ITEMS: AGRICULTURAL LIMESTONE: 1.460 TON COMMERCIAL FERTILIZER (13-13-13): 1.460 TON AMMONIUM NITRATE: 0.180 CY SEEDING: 1.460 AC VEGETATIVE MATERIALS FOR MULCH: 1.460 TON SOLID SODDING: 280.000 SY TEMPORARY SILT FENCE: 1968.000 LF (TYPE II) (AOS 0.15-0.84) WATTLES, 20": 160.00 LF BRIDGE ITEMS: BRIDGE 3 @ 31' PRECAST CONCRETE SPANS TEST PILINGS: 2.00 EA CONVENTIONAL STATIC PILE LOAD TEST: 0.000 EA 14" PRESTRESSED CONCRETE PILING: 800.00 LF 31' PRECAST CONCRETE SLAB UNIT, 3.5' INTERIOR: 18.000 EA 31' PRECAST CONCRETE SLAB UNIT, CURB: 6.000 EA BEAM TYPE RAILING WITH CONCRETE POSTS: 186.000 LF 29.0' PRECAST CONCRETE CAP INTERMEDIATE UNIT, CONC. PILE: 2.000 EA 29.0' PRECAST CONCRETE CAP END UNIT, CONC. PILE: 2.000 EA 7.5' PRECAST CONCRETE WING: 4.000 EA LOOSE RIPRAP, 300 LB. : 47.000 TON GEOTEXTILE UNDER RIPRAP, TYPE V, AOS 0.21-0.43: 121.000 S
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