ESTIMATED QUANTITIES OF WORK
CSAH 7 - Bridge 85579
MOBILIZATION - 1 LS; CLEARING & GRUBBING - 1 LS; REMOVE DRAINAGE STRUCTURE - 4 EACH; REMOVE CONCRETE APRON - 2 EACH; REMOVE PIPE CULVERTS - 106 LF; REMOVE CURB & GUTTER - 352 LF; SAWING CONCRETE & BITUMINOUS PAVEMENT (FULL DEPTH) - 795 LF; REMOVE CONCRETE & BITUMINOUS PAVEMENT - 645 SY; COMMON EXCAVATION - 133 CY; AGGREGATE SURFACING & BASE CLASS 2 & CLASS 2 MODIFIED - 136 CY; CONCRETE PAVEMENT 6" & 8" - 35 SY; BITUMINOUS MATERIAL FOR TACK COAT - 12 GALLONS; TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) - 70 TON; STRUCTURAL CONCRETE (1G52) - 250 CY; STRUCTURAL CONCRETE (3B52, 3S52) (P) - 291 CY; REINFORCEMENT BARS (STD, EPOXY COATED, STAINLESS 75KSI) (P) - 82,390 POUND; STRUCUTURE EXCAVATION - 1 LS; SLOPE PREPARATION - 1 LS; BRIDGE SLAB CONCRETE (3YHPC-M) (P) - 2,719 SF; FLOOR DRAIN TYPE B706 MODIFIED - 2 EACH; BEARING ASSEMBLY - 8 EACH; STRUCTURAL STEEL (3306) (P) - 542 POUND; HARDWARE - 2,429 POUND; TREATED WOOD - 1,834 MBM; TIMBER RAILING - 166 LF; PRESTRESSED CONCRETE BEAMS MN45 (P) - 348 LF; DIAPHRAGMS FOR TYPE MN45 PRESTRESSED BEAMS (P) - 26 LF; BRIDGE APPROACH PANELS - 195 SY; ARCHITECTURAL SURFACE TREATMENT (P) - 317 SY; ARCHITECTURAL COLOR SYSTEM (P) - 317 SY; GROUTED REINFORCEMENT BARS - 96 EACH; REMOVE EXISTING BRIDGE - 1 LS; STEEL H-TEST PILE 30 FT. LONG 10" - 2 EACH; PILE TIP PROTECTION 10" - 13 EACH; STEEL H-PILING 10" - 220 LF; 16" STEEL PILE SHELLS - 104 LF; 15" & 24" RC PIPE APRONS - 2 EACH; 15" 18" & 24" RC PIPE CULVERT - 132 LF; DRAINAGE SYSTEM TYPE (B910) - 1 LS; DRAINAGE SYSTEM TYPE SPECIAL - 1 LS; CONSTRUCT DRAINAGE STRUCTURE DESIGN N & 48-4020 - 4 EACH; GEOTEXTILE FILTER TYPE 7 - 55 SY; RANDOM RIPRAP CLASS III - 424 CY; GRANULAR FILTER - 90 CY; CONCRETE CURB & GUTTER DESIGN B624 - 180; CONDUIT SYSTEM - 1 LS; END TREATMENT - TANGENT TERMINAL - 2 EACH; TRAFFIC BARRIER DESIGN SPECIAL 1 - 50 LF; TRAFFIC BARRIER DESIGN SPECIAL 2 - 38 LF; WIRE FENCE DESIGN SPECIAL VINYL COATED - 15 LF; TRAFFIC CONTROL - 1 LS; TEMPORARY SEDIMENT TRAP - 1 EACH; SILT FENCE TYPE MS - 300 LF; FLOATATION SILT CURTAIN TYPE MOVING WATER - 250 LF; TURF ESTABLISHMENT - 1 LS; EROSION CONTROL BLANKETS CATEGORY 3N - 370 SY; and Miscellaneous and Appurtenant Items required for a Complete Project.

CSAH 27 - Bridge 85578
MOBILIZATION - 1 LS; REMOVE PIPE CULVERTS - 32 LF; REMOVE BITUMINOUS PAVEMENT - 930 SY; REMOVE REGULATED WASTE MATERIAL (BRIDGE) - 1 LS; COMMON EXCAVATION (P) - 739 CY; SELECT GRANULAR BORROW MOD 15% (CV) - 50 CY; AGGREGATE BASE CLASS 2 & CLASS 2 MODIFIED - 923 TON; TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) - 141 TON; STRUCTURAL CONCRETE (3B52) (P) - 163 CY; BRIDGE SLAB CONCRETE (3YHPC-M) (P) - 2,356 SY; TYPE S (TL-4) RAILING CONCRETE (3S52) (P) - 136 LF; REINFORCEMENT BARS (EPOXY COATED & STAINLESS STEEL - 60 KSI) (P) - 40,120 POUND; STRUCUTURE EXCAVATION - 1 LS; FOUNDATION PREP PILE BENT PIERS - 1 LS; BRIDGE APPROACH PANELS - 166 SY; CONCRETE FLUME - 1 EACH; REMOVE EXISTING BRIDGE - 1 LS; C-I-P CONC TEST PILE 60 FT LONG 12" - 2 EACH; C-I-P CONC TEST PILE 65 FT LONG 12" - 2 EACH; C-I-P CONCRETE PILING 12" - 690 LF; PILE POINTS 12" - 16 EACH; 18" CS PIPE CULVERT - 32 LF; 18" CAS SAFETY APRON & GRATE DES 3128 - 2 EACH; DRAINAGE SYSTEM TYPE (B910) - 1 LS; RANDOM RIPRAP CLASS V - 370 CY; ANCHORAGE ASSEMBLY - PLATE BEAM - 1 EACH; END TREATMENT - TANGENT TERMINAL TYPE 31 - 1 EACH; TRAFFIC BARRIER DESIGN TRANS TYPE 31 - 50 LF; TRAFFIC BARRIER DESIGN TYPE 31 - 38 LF; TRAFFIC CONTROL - 1 LS; SILT FENCE TYPE MS - 900 LF; FLOTATION SILT CURTAIN TYPE MOVING WATER - 30 LF; COMMON TOPSOIL BORROW - 5 CY; TEMPORARY POLY COVERING - 2.400 SY; TURF ESTABLISHMENT - 1 LS; RAPID STABILIZATION METHOD 4 - 1,100 SY 4" SOLID & BROKEN LINE MULTI COMP - 1,185 LS; and Miscellaneous and Appurtenant Items required for a Complete Project.