Average Unit Price Workbook 2015-11 - San Antonio

1 ITEMDESCRIPTIONUNITNO. OF BIDSAVERAGEUNIT & BONDLS-3% RIGHT-OF-WAYLS-4% ABANDONED STREET ( < 25,000 SY)SY9$ ABANDONED STREET ( > 25,000 SY)SY0$ CONCRETE CURB ( < 700 LF)LF40$ CONCRETE CURB (700 LF < X < 10,000 LF)LF62$ CONCRETE CURB ( > 10,000 LF)LF2$ CONCRETE SIDEWALKS & DRIVEWAYS ( < 1,000 SF)SF19$ CONCRETE SIDEWALKS & DRIVEWAYS (1,000 SF < X < 3,000 SF)SF26$ CONCRETE SIDEWALKS & DRIVEWAYS (3,000 SF < X < 10,000 SF)SF21$ CONCRETE SIDEWALKS & DRIVEWAYS ( > 10,000 SF)SF40$ MISCELLANEOUS CONCRETESF73$ EXCAVATION ( < 1,000 CY)CY27$ EXCAVATION (1,000 CY < X < 10,000 CY)CY56$ EXCAVATION ( > 10,000 CY)CY39$ EXCAVATION ( < 150 CY)CY26$ EXCAVATION (150 CY < X < 5,000 CY)CY30$ EXCAVATION(5,000 CY < X < 70,000 CY)CY4$ EXCAVATION ( > 70,000 CY)CY5$ CULVERT EXCAVATION & BACKFILL ( < 600 CY)CY18$ CULVERT EXCAVATION & BACKFILL (600 CY < X < 10,000 CY)CY22$ CULVERT EXCAVATION & BACKFILL ( > 10,000 CY)CY16$ (FINAL)(ORD COMP)(TY A)CY24$ (FINAL)(ORD COMP)(TY B)CY8$ (FINAL)(ORD COMP)(TY C)CY5$ (FINAL)(DENS CONT)(TY A)CY14$ 1 EMBANKMENT (FINAL)(DENS CONT)(TY B)CY35$16 77 DIVISION I -EARTHWORKUNIT Price LIST (11/2015) (FINAL)(DENS CONT)(TY B)CY35$ (ORIGINAL)(ORD COMP)(TY A)CY12$ (ORIGINAL)(ORD COMP)(TY B) (ORIGINAL)(ORD COMP)(TY C) (ORIGINAL)(ORD COMP)(TY D) (ORIGINAL)(DENS CONT)(TY A) (ORIGINAL)(DENS CONT)(TY B) (ORIGINAL)(DENS CONT)(TY C)

2 (ORIGINAL)(DENS CONT)(TY D) (VEHICLE)(ORD COMP)(TY A) (VEHICLE)(ORD COMP)(TY B) (VEHICLE)(ORD COMP)(TY C) (VEHICLE)(ORD COMP)(TY D) (VEHICLE)(DENS CONT)(TY A) (VEHICLE)(DENS CONT)(TY B) (VEHICLE)(DENS CONT)(TY C) (VEHICLE)(DENS CONT)(TY D) TREATED SUBGRADE (6" COMPACTED DEPTH)SY65$ ( < 100 TON)TON13$ ( > 100 TON)TON45$ TREATED SUBGRADE (6" COMP. DEPTH)SY0$ $ UNITNO. OF BIDSAVERAGEUNIT BASE (6" COMPACTED DEPTH)SY0$ BASE (8" COMPACTED DEPTH)SY4$ BASE (10" COMPACTED DEPTH)SY0$ BASE (14" COMPACTED DEPTH)SY0$ COATGAL19$ COATGAL109$ COURSE SURFACE TREATMENTSY0-DIVISION II - BASE & SURFACE COURSE SURFACE MIX ASPHALTIC PAVEMENT, TYPE B ( " COMP. DEPTH) SY0$ MIX ASPHALTIC PAVEMENT, TYPE B (3" COMP.)

3 DEPTH) SY4$ MIX ASPHALTIC PAVEMENT, TYPE B (4" COMP. DEPTH)SY14$ MIX ASPHALTIC PAVEMENT, TYPE B (5" COMP. DEPTH) SY11$ MIX ASPHALTIC PAVEMENT, TYPE B (6" COMP. DEPTH) SY33$ MIX ASPHALTIC PAVEMENT, TYPE B (8" COMP. DEPTH) SY28$ MIX ASPHALTIC PAVEMENT, TYPE B (9" COMP. DEPTH) SY3$ MIX ASPHALTIC PAVEMENT, TYPE B (10" COMP. DEPTH)SY21$ MIX ASPHALTIC PAVEMENT, TYPE B (11" COMP. DEPTH) SY0$ MIX ASPHALTIC PAVEMENT, TYPE B (12" COMP. DEPTH) SY11$ MIX ASPHALTIC PAVEMENT, TYPE C (2" COMP. DEPTH)SY23$ MIX ASPHALTIC PAVEMENT, TYPE D ( " COMP. DEPTH) ( < 1000 SY)SY5$ MIX ASPHALTIC PAVEMENT, TYPE D ( " COMP. DEPTH) (1000 SY < X < 5000 SY)SY0$ MIX ASPHALTIC PAVEMENT, TYPE D ( " COMP. DEPTH) ( > 5000 SY)SY17$ MIX ASPHALTIC PAVEMENT, TYPE D (2" COMP.

4 DEPTH) ( < 5000 SY)SY24$ MIX ASPHALTIC PAVEMENT, TYPE D (2" COMP. DEPTH) ( > 5000 SY)SY63$ MIX ASPHALTIC PAVEMENT, TYPE D ( " COMP. DEPTH) SY4$ COURSE BITUMINOUS SLURRY COURSE BITUMINOUS SLURRY , HAULING & STOCKPILING RECLAIMABLE ASPHALTIC PAVEMENT ( " DEPTH)SY5$ , HAULING & STOCKPILING RECLAIMABLE ASPHALTIC PAVEMENT(2" DEPTH)SY31$ , HAULING & STOCKPILING RECLAIMABLE ASPHALTIC PAVEMENT(3" DEPTH)SY4$ CONCRETE PAVEMENT (10" THICK)SY32$ CONCRETE BUS PADSY12$ PAVEMENT STRUCTURE REPAIR ( " COMP. DEPTH)SY0$ PAVEMENT STRUCTURE REPAIR ( " COMP. DEPTH)SY0$ PAVEMENT STRUCTURE REPAIR (8" COMP. DEPTH)SY0$ PAVEMENT STRUCTURE REPAIR ( " COMP. DEPTH)SY0$ PAVEMENT FULL-DEPTH REPAIR (6" )SY0$ REINFORCEMENTSY0$ PER TREATMENT(EXISTING BASE)(X" COMP.

5 DEPTH) TREATMENT(MIXING EXISTING MATERIAL AND NEW BASE)(X" COMP. DEPTH)SY0-237 1 POTHOLE EMULSION AGGREGATE SLURRY WITH POLYMER (REAS) MIX ASPHALTIC CONCRETE (TYPE "A"; X" THICK) MIX ASPHALTIC CONCRETE (TYPE "B"; X" THICK) MIX ASPHALTIC CONCRETE (TYPE "C"; X" THICK) MIX ASPHALTIC CONCRETE (TYPE "D"; X" THICK) MIX ASPHALTIC CONCRETE (TYPE "F"; X" THICK)SY0-ITEMDESCRIPTION UNITNO. OF BIDSAVERAGEUNIT FOR STRUCTURES ( < 500 LBS)LBS0$ FOR STRUCTURES ( > 500 LBS)LBS12$ EXCAVATION ( < 100 CY)CY13$ EXCAVATION (100 < X < 500 CY)CY12$ EXCAVATION (500 < X < 2000 CY)CY13$ EXCAVATION ( > 2000 CY)CY4$ STRUCTURE (APPROACH SLABS)CY0$ STRUCTURE (BRIDGE DECKS)CY12$ STRUCTURE (BRIDGE COLUMNS & PIERS )CY0$ STRUCTURE (BRIDGE CAPS)CY5$1, STRUCTURE (ABUTMENTS & WINGWALLS)CY4$1, STRUCTURE(RETAINING WALLS) ( < 10 CY)CY7$1, STRUCTURE (RETAINING WALLS) (10 CY < X < 100 CY)CY11$ STRUCTURE (RETAINING WALLS) ( > 100 CY)CY4$ STRUCTURE (HEADWALLS OR OUTFALL STRUCTURES)CY31$1, STRUCTURE (DRIVEWAY RETAINING WALLS) ( < 10 CY)CY4$ STRUCTURE (DRIVEWAY RETAINING WALLS)

6 ( > 10 CY)CY11$ STRUCTURE (ELEVATED SIDEWALKS) ( < 10 CY)CY3$2, STRUCTURE (ELEVATED SIDEWALKS) ( > 10 CY)CY0$ III - CONCRETE & CONCRETE STRUCTURE (MISCELLANEOUS)CY2$ SHAFTS (18")LF2$ SHAFTS (24")LF31$ SHAFTS (30")LF29$ SHAFTS (36")LF47$ SHAFTS (42")LF0$ REINFORCED CONCRETE BOX CULVERT (3' x 2')LF6$ REINFORCED CONCRETE BOX CULVERT (3' x 3')LF10$ REINFORCED CONCRETE BOX CULVERT (4' x 2')LF0$ REINFORCED CONCRETE BOX CULVERT (4' x 3')LF12$ REINFORCED CONCRETE BOX CULVERT (4' x 4')LF22$ REINFORCED CONCRETE BOX CULVERT (5' x 2')LF8$ REINFORCED CONCRETE BOX CULVERT (5' x 3')LF21$ REINFORCED CONCRETE BOX CULVERT (5' x 4')LF3$ REINFORCED CONCRETE BOX CULVERT (5' x 5')LF4$ REINFORCED CONCRETE BOX CULVERT (6' x 4')LF5$ REINFORCED CONCRETE BOX CULVERT (6' x 5')LF0$ REINFORCED CONCRETE BOX CULVERT (6' x 6')LF0$ REINFORCED CONCRETE BOX CULVERT (7' x 4')LF0$ REINFORCED CONCRETE BOX CULVERT (8' x 4')LF0$ REINFORCED CONCRETE BOX CULVERT (8' x 5')LF0$ REINFORCED CONCRETE BOX CULVERT (11' x 4')LF0$ REINFORCED CONCRETE BOX CULVERT (11' x 5')LF0$ REINFORCED CONCRETE BOX CULVERT (10' x 3')LF5$ REINFORCED CONCRETE BOX CULVERT (10' x 5')LF5$ REINFORCED CONCRETE BOX CULVERT (10' x 6')LF0$ REINFORCED CONCRETE BOX CULVERT (10' x 8')LF0$ REINFORCED CONCRETE BOX CULVERT (12' x 8') LF0$1, CONCRETE PRECAST BOX TRANSITION (4'X3' TO 5'X3')

7 LF4$3, CONCRETE PRECAST BOX TRANSITION (5'X3' TO 5'X5')LF0$3, CONCRETE PRECAST BOX TRANSITION (5'X3' TO 6'X3')LF110$3, CONCRETE PRECAST BOX TRANSITION (5'X5' TO 8'X5')LF0$4, CONCRETE PRECAST BOX TRANSITION (6'X' TO 60")LF4$8, 2 REINFORCED CONCRETE PRECAST BOX TRANSITION (8'X5'TO 10'X5')LF0$10 000 CONCRETE PRECAST BOX TRANSITION (8 X5 TO 10 X5 )LF0$10, , PRESTRESSED BRIDGE , PRESTRESSED BRIDGE BEAMS (BOX) , PRESTRESSED BRIDGE BEAMS (DOUBLE TEES) SURFACE FINISHSY0-ITEMDESCRIPTION UNITNO. OF BIDSAVERAGEUNIT CONCRETE PIPE (CLASS III)(18" DIA)LF6$ CONCRETE PIPE (CLASS IV)(18" DIA)LF0$ CONCRETE PIPE (CLASS III)(24" DIA)LF82$ CONCRETE PIPE (CLASS IV)(24" DIA)LF13$ CONCRETE PIPE (CLASS III)(30" DIA)LF59$ CONCRETE PIPE (CLASS IV)(30" DIA)LF17$ CONCRETE PIPE (CLASS III)(36" DIA)LF42$ CONCRETE PIPE (CLASS IV)(36" DIA)LF4$ CONCRETE PIPE (CLASS III)(42" DIA)LF18$ CONCRETE PIPE (CLASS IV)(42" DIA)LF8$ CONCRETE PIPE (CLASS III)(48" DIA)LF16$ CONCRETE PIPE (CLASS IV)(48" DIA)LF4$ CONCRETE PIPE (CLASS III)(54" DIA) CONCRETE PIPE (CLASS IV)(54" DIA) CONCRETE PIPE (CLASS III)(60" DIA)LF4$ CONCRETE PIPE (CLASS III)(66" DIA) CONCRETE PIPE (CLASS IV)(66" DIA)

8 CONCRETE PIPE (CLASS III)(72" DIA) CONCRETE PIPE (CLASS IV)(72" DIA) CONCRETE PIPE (PLUG) CONCRETE PIPE (ARCH)(18" X 28 1/2" CLASS II) CONCRETE PIPE (ARCH)(18" X 28 1/2" CLASS III) CONCRETE PIPE (ARCH)(22 1/2" X 36 1/4" CLASS II) CONCRETE PIPE (ARCH)(26 5/8" X 43 3/4" CLASS II)LF0-DIVISION IV - STORM CONCRETE PIPE (ARCH)(31 5/16" X 51 1/8" CLASS II) CONCRETE PIPE (ELLIPTICAL)(19"x30") END TREATMENT (TYPE I)(24" DIA)EA6$1, END TREATMENT (TYPE I)(36" DIA) END TREATMENT (TYPE I)(48" DIA) END TREATMENT (TYPE I)(60" DIA) END TREATMENT (TYPE II)(18" DIA) END TREATMENT (TYPE II)(24" DIA)EA5$2, END TREATMENT (TYPE II)(30" DIA)EA10$3, END TREATMENT (TYPE II)(36" DIA) END TREATMENT (TYPE II)(42" DIA) END TREATMENT (TYPE II)(DESIGN SIZE 1) END TREATMENT (TYPE II)(DESIGN SIZE 2) END TREATMENT (TYPE II)(DESIGN SIZE 3) POLYETHYLENE BOX 4'X4'X4'EA44$4, BOX 5'X5'X5'EA47$5, BOX 6'X6'X6'EA32$7, BOX 7'X7'X7'EA6$10, JUNCTION BOXES (COMPLETE)EA8$11, TYPE I (COMPLETE)(10 FT)EA43$6, TYPE II (COMPETE)(10 FT)EA18$7, EXTENSIONS (10 FT)EA16$3, INLET (4-WAY)EA3$6, REINFORCED CONCRETE PIPE (CLASS X)(X" DIA)(TYPE X) , BORING OR TUNNELING PIPE (24") , BORING OR TUNNELING PIPE (36") , BORING OR TUNNELING PIPE (54") , BORING OR TUNNELING PIPE (60") , BORING OR TUNNELING PIPE (66") , BORING OR TUNNELING PIPE (78") OR TUNNELING BOX CULVERT (X' x X')

9 ENCASEMENTCY4$ 2 CONCRETE COLLARSCY25$ AND AND AND SUBGRADE FILLER ( X < 1OO CY)CY12$ SUBGRADE FILLER (100 CY < X < 1,000 CY)CY40$ SUBGRADE FILLER (1000 CY < X < 3,000 CY)CY2$ SUBGRADE FILLER (MORE THAN 3,000 CY) FILL (LOW STRENGTH)CY13$ FILL (HIGH STRENGTH)CY8$ FILL (HIGH STRENGTH EMERGENCY REPAIR)CY0$ UNITNO. OF BIDSAVERAGEUNIT CURB ( < 1,000 LF)LF22$ CURB ( > 1,000 LF)LF71$ CURB & GUTTER ( < 1,000 LF)LF9$ CURB & GUTTER ( > 1,000 LF)LF36$ SIDEWALKS ( < 150 SY)SY0$ SIDEWALKS (150 SY < X < 1,000 SY)SY31$ SIDEWALKS(1,000 SY < X < 10,000 SY)SY73$ SIDEWALKS ( > 10,000 SY)SY5$ DRAINEA36$2, CEMENT CONCRETE DRIVEWAYS ( < 100 SY)SY14$ CEMENT CONCRETE DRIVEWAYS (100 SY < X < 10,000 SY)SY61$ CEMENT CONCRETE DRIVEWAYS ( > 10,000 SY)SY0$ CEMENT CONCRETE DRIVEWAYS - COMMERCIALSY79$ V - MISCELLANEOUS AGGREGATE DRIVEWAYSY3$ CONCRETE DRIVEWAY ( < 100 SY)SY19$ CONCRETE DRIVEWAY (100 SY < X < 1000 SY)SY6$ DRIVEWAY ( < 100 SY)SY8$ DRIVEWAY (100 SY < X < 750 SY)

10 SY15$ MEDIAN (4" THICK)SY28$ DIRECTIONAL ISLANDSY5$ RIPRAP (4" THICK)SY31$ RIPRAP (5" THICK) ( < 100 SY)SY29$ RIPRAP (5" THICK) (100 SY < X < 4000 SY)SY42$ RIPRAP (5" THICK) (4000 SY < X < 10000 SY)SY5$ RIPRAP (5" THICK) ( > 10000 SY)SY0$ RIPRAP (6" THICK) ( < 4000 SY)SY10$ RIPRAP (6" THICK)( > 4000 SY)SY0$ RETAINING WALLS-COMB. TYPE ( < 20 CY)CY41$1, RETAINING WALLS-COMB. TYPE (20 CY < X < 50 CY)CY23$ RETAINING WALLS-COMB. TYPE ( > 50 CY)CY8$ LINK WIRE FENCE (4' HIGH)LF19$ LINK WIRE FENCE (6' HIGH)LF8$ LINK WIRE FENCE (8' HIGH)LF5$ $ VEHICULAROPEN28$ WIRE FENCELF9$ BEAM GUARD RAIL ( < 200 LF)LF4$ BEAM GUARD RAIL ( > 200 LF)LF8$ GUARD WITH FLEXIBLE BASE & PAVEMENT (8"COMPACTED DEPTH)SY4$ WITH FLEXIBLE BASE &