Earth Excavation

Old Bluff Road, from STA. 10+13.70 to STA. 18+08.87 DD Road, from STA 27+17.51 to STA 39+50 New curb and gutter, hot-mix asphalt, concrete pavement, and storm sewers. Description: EARTH EXCAVATION - CU YD 1,515.00 TRENCH BACKFILL - CU YD 519.00 SEEDING, CLASS 2 - ACRE 1.00 NITROGEN FERTILIZER NUTRIENT - POUND 89.00 PHOSPHORUS FERTILIZER NUTRIENT - POUND 89.00 POTASSIUM FERTILIZER NUTRIENT - POUND 89.00 MULCH, METHOD 2 - ACRE 1.00 EROSION CONTROL BLANKET - SQ YD 1,263.00 TEMPORARY EROSION CONTROL SEEDING - POUND 100.00 TEMPORARY DITCH CHECKS - FOOT 28.00 PERIMETER EROSION BARRIER - FOOT 1,410.00 INLET AND PIPE PROTECTION - EACH 26.00 STONE RIPRAP, CLASS A3 - SQ YD 53.00 STONE RIPRAP, CLASS A4 - SQ YD 27.00 FILTER FABRIC - SQ YD 27.00 AGGREGATE BASE COURSE, TYPE A 4" - SQ YD 1,553.00 AGGREGATE BASE COURSE, TYPE A 8" - SQ YD 3,548.00 AGGREGATE SURFACE COURSE, TYPE A 6" - SQ YD 117.00 AGGREGATE FOR TEMPORARY ACCESS - TON 100.00 BITUMINOUS MATERIALS (PRIME COAT) - POUND 8,302.00 BITUMINOUS MATERIALS (TACK COAT) - POUND 1,267.00 TEMPORARY RAMP - SQ YD 55.00 HMA BINDER COURSE, IL-19.0, N50 - TON 517.00 HMA SURFACE CSE, IL-9.5FG, MIX "C", N50 - TON 391.00 BITUMINOUS MATERIALS (PRIME COAT) - POUND 228.00 INCIDENTAL HOT-MIX ASPHALT SURFACING - TON 23.00 PORTLAND CEMENT CONC. PAVEMENT 7" - SQ YD 747.00 PORTLAND CEMENT CONC. DRIVEWAY 6" - SQ YD 284.00 PAVEMENT REMOVAL - SQ YD 107.00 DRIVEWAY PAVEMENT REMOVAL - SQ YD 211.00 HOT-MIX ASPHALT SURFACE REMOVAL, 1.5" - SQ YD 225.00 AGGREGATE SHOULDERS, TYPE B 6" - SQ YD 383.00 PRC FLAR END SEC 18" - EACH 2.00 PRC FLAR END SEC 36" - EACH 1.00 STORM SEWERS, CLASS A, TYPE 1 15" - FOOT 324.00 STORM SEWERS, CLASS A, TYPE 1 18" - FOOT 276.00 STORM SEWERS, CLASS A, TYPE 1 24" - FOOT 433.00 STORM SEWERS, CLASS A, TYPE 2 24" - FOOT 245.00 STORM SEWERS, CLASS A, TYPE 2 36" - FOOT 555.00 STORM SEWER REMOVAL 15" - FOOT 39.00 STORM SEWER REMOVAL 18" - FOOT 38.00 STORM SEWER REMOVAL 21" - FOOT 171.00 STORM SEWER REMOVAL 36" - FOOT 70.00 MANHOLES, TYPE A, 4` DIA, TYPE 3 F&G - EACH 7.00 MANHOLES, TYPE A, 5` DIA, TYPE 1, OPEN LID - EACH 3.00 MANHOLES, TYPE A, 5` DIA, TYPE 3 F&G - EACH 1.00 INLETS, TYPE A, TYPE 3 F&G - EACH 5.00 INLETS, TYPE B, TYPE 3 F&G - EACH 7.00 INLETS, TYPE B, TYPE 8 GRATE - EACH 4.00 INLET TO BE ADJUSTED - EACH 1.00 COMB CC&G TB6.18 - FOOT 2,260.00 MOBILIZATION - L SUM 1.00 SIGN PANEL - TYPE 1 - SQ FT 19.00 REMOVE SIGN PANEL ASSEMBLY - TYPE A - EACH 13.00 RELOCATE SIGN PANEL ASSEMBLY - TYPE A - EACH 13.00 METAL POST-TYPE A - FOOT 136.00 THPL PAVEMENT MARKING - LINE 12" - FOOT 83.00 RELOCATE EXISTING MAILBOX - EACH 1.00 TRAF CONT & PROT SPL - L SUM 1.00

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.