UNIT PRICE LIST (09/30/2012) DIVISION I -EARTHWORK

Transcription

1 LIST (09/30/2012) DIVISION I -EARTHWORK MOBILIZATION L.S. - 11% INSURANCE & BOND L.S. - 3% PREPARING RIGHT OF WAY L.S. - 4% OBLITERATING ABANDONED STREET ( < 25,000 S.Y.) S.Y. 6 $ OBLITERATING ABANDONED STREET ( > 25,000 S.Y.) S.Y. 12 $ REMOVE CONCRETE CURB (< 700 L.F.) L.F. 24 $ REMOVE CONCRETE CURB (700 L.F.< X < 10,000 L.F.) L.F. 21 $ REMOVE CONCRETE CURB ( > 10,000 L.F.) L.F. 7 $ REMOVE CONCRETE TRAFFIC BARRIER L.F. 17 $ REMOVE CONCRETE SIDEWALKS & DRIVEWAYS ( < 1,000 S.F.) S.F. 15 $ REMOVE CONCRETE SIDEWALKS & DRIVEWAYS (1,000 S.F. < X < 3,000 S.F.) S.F. 16 $ REMOVE CONCRETE SIDEWALKS & DRIVEWAYS (3,000 S.F. < X < 10,000 S.F.) S.F REMOVE CONCRETE SIDEWALKS & DRIVEWAYS ( > 10,000 S.F.) S.F. 7 $ REMOVE MISCELLANEOUS CONCRETE S.F. 16 $ STREET EXCAVATION ( < 1,000 C.Y.) C.Y. 45 $ STREET EXCAVATION (1,000 C.Y. < X < 10,000 C.Y.) C.Y. 48 $ STREET EXCAVATION ( > 10,000 C.Y.) C.Y. 7 $ CHANNEL EXCAVATION ( < 150 C.Y.) C.Y. 0 $ CHANNEL EXCAVATION (150 C.Y.< X < 5,000 C.Y.) C.Y. 32 $ CHANNEL EXCAVATION(5,000 C.Y.< X < 70,000 C.Y.) C.Y. 24 $ CHANNEL EXCAVATION ( > 70,000 C.Y.) C.Y. 0 $ BOX CULVERT EXCAVATION & BACKFILL (< 600 C.Y.) C.Y. 7 $ BOX CULVERT EXCAVATION & BACKFILL (600 < X < 10,000 C.Y.) C.Y. 32 $ BOX CULVERT EXCAVATION & BACKFILL (> 10,000 C.Y.) C.Y. 6 $ EMBANKMENT (FINAL)(ORD COMP)(TY A) C.Y. 23 $ EMBANKMENT (FINAL)(ORD COMP)(TY B) C.Y. 32 $ EMBANKMENT (FINAL)(ORD COMP)(TY C) C.Y. 0 $ EMBANKMENT (FINAL)(ORD COMP)(TY D) C.Y. 0 $ EMBANKMENT (FINAL)(DENS CONT)(TY A) C.Y. 5 $ EMBANKMENT (FINAL)(DENS CONT)(TY B) C.Y. 30 $ EMBANKMENT (FINAL)(DENS CONT)(TY C) C.Y. 2 $ EMBANKMENT (FINAL)(DENS CONT)(TY D) C.Y. 14 $ EMBANKMENT (ORIGINAL)(ORD COMP)(TY A) C.Y. 0 $ EMBANKMENT (ORIGINAL)(ORD COMP)(TY B) C.Y. 0 #DIV/0! EMBANKMENT (ORIGINAL)(ORD COMP)(TY C) C.Y EMBANKMENT (ORIGINAL)(ORD COMP)(TY D) C.Y EMBANKMENT (ORIGINAL)(DENS CONT)(TY A) C.Y. 0 $ EMBANKMENT (ORIGINAL)(DENS CONT)(TY B) C.Y. 0 #DIV/0! EMBANKMENT (ORIGINAL)(DENS CONT)(TY C) C.Y EMBANKMENT (ORIGINAL)(DENS CONT)(TY D) C.Y EMBANKMENT (VEHICLE)(ORD COMP)(TY A) C.Y EMBANKMENT (VEHICLE)(ORD COMP)(TY B) C.Y EMBANKMENT (VEHICLE)(ORD COMP)(TY C) C.Y EMBANKMENT (VEHICLE)(ORD COMP)(TY D) C.Y EMBANKMENT (VEHICLE)(DENS CONT)(TY A) C.Y EMBANKMENT (VEHICLE)(DENS CONT)(TY B) C.Y EMBANKMENT (VEHICLE)(DENS CONT)(TY C) C.Y EMBANKMENT (VEHICLE)(DENS CONT)(TY D) C.Y LIME TREATED SUBGRADE (6" COMPACTED DEPTH) S.Y. 77 $ LIME TREATED SUBGRADE (12" COMPACTED DEPTH) S.Y. 0 #DIV/0! LIME ( < 100 TON.) TON. 50 $ LIME ( > 100 TON.) TON. 20 $ CEMENT TREATED SUBGRADE (6" INCHES COMP. DEPTH) S.Y. 8 $ CEMENT TON 8 $ DIVISION II - BASE & SURFACE COURSES FLEXIBLE BASE (6" COMPACTED DEPTH) S.Y. 12 $ FLEXIBLE BASE (7.5" COMPACTED DEPTH) S.Y. 0 $ FLEXIBLE BASE (8" COMPACTED DEPTH) S.Y. 0 $ FLEXIBLE BASE (10" COMPACTED DEPTH) S.Y. 0 #DIV/0! FLEXIBLE BASE (13" COMPACTED DEPTH) S.Y. 7 $ FLEXIBLE BASE (17" COMPACTED DEPTH) S.Y. 6 $ CEMENT TREATMENT (EXISTING MATERIAL)(5" COMPACTED DEPTH) S.Y. 0 $ CEMENT TREATMENT (EXISTING MATERIAL)(6" COMPACTED DEPTH) S.Y. 0 $ CEMENT TREATMENT (EXISTING MATERIAL)(7" COMPACTED DEPTH) S.Y. 0 $ CEMENT TREATMENT (EXISTING MATERIAL)(8" COMPACTED DEPTH) S.Y. 0 $ CEMENT TREATMENT (NEW BASE)(5" COMPACTED DEPTH) S.Y. 0 $ CEMENT TREATMENT (NEW BASE)(6" COMPACTED DEPTH) S.Y. 0 $ CEMENT TREATMENT (NEW BASE)(7" COMPACTED DEPTH) S.Y. 0 $ CEMENT TREATMENT (NEW BASE)(8" COMPACTED DEPTH) S.Y. 0 $10.46 CEMENT TREATMENT (MIXING EXISTING MATERIAL AND NEW BASE)(5" COMPACTED DEPTH) S.Y. 0 $7.25 CEMENT TREATMENT (MIXING EXISTING MATERIAL AND NEW BASE)(6" COMPACTED DEPTH) S.Y. 0 $7.66 CEMENT TREATMENT (MIXING EXISTING MATERIAL AND NEW BASE)(7" COMPACTED DEPTH) S.Y. 0 $8.22 CEMENT TREATMENT (MIXING EXISTING MATERIAL AND NEW BASE)(8" COMPACTED DEPTH) S.Y. 0 $ CEMENT TON 0 $ PRIME COAT GAL. 31 $ PRIME COAT AND BLOTTER GAL. 0 $ TACK COAT GAL. 81 $ ONE COURSE SURFACE TREATMENT S.Y. 0 $ TWO COURSE SURFACE TREATMENT S.Y. 0 $ HOT MIX ASPHALTIC PAVEMENT, TYPE A (6" COMP. DEPTH) S.Y. 7 $ HOT MIX ASPHALTIC PAVEMENT, TYPE B (2.5" COMP. DEPTH) S.Y. 0 $ HOT MIX ASPHALTIC PAVEMENT, TYPE B (3" COMP. DEPTH) S.Y. 0 #DIV/0! HOT MIX ASPHALTIC PAVEMENT, TYPE B (4" COMP. DEPTH) S.Y. 2 $ HOT MIX ASPHALTIC PAVEMENT, TYPE B (5" COMP. DEPTH) S.Y. 15 $ HOT MIX ASPHALTIC PAVEMENT, TYPE B (6" COMP. DEPTH) S.Y. 44 $ HOT MIX ASPHALTIC PAVEMENT, TYPE B (8" COMP. DEPTH) S.Y. 14 $ HOT MIX ASPHALTIC PAVEMENT, TYPE B (9" COMP. DEPTH) S.Y. 2 $ HOT MIX ASPHALTIC PAVEMENT, TYPE B (10" COMP. DEPTH) S.Y. 11 $ HOT MIX ASPHALTIC PAVEMENT, TYPE B (11" COMP. DEPTH) S.Y. 8 $ HOT MIX ASPHALTIC PAVEMENT, TYPE B (12" COMP. DEPTH) S.Y. 27 $ HOT MIX ASPHALTIC PAVEMENT, TYPE C (2" COMP. DEPTH) S.Y. 37 $ HOT MIX ASPHALTIC PAVEMENT, TYPE C (2.5" COMP. DEPTH) S.Y. 0 #DIV/0! HOT MIX ASPHALTIC PAVEMENT, TYPE C (3" COMP. DEPTH) S.Y. 10 $ HOT MIX ASPHALTIC PAVEMENT, TYPE D (1.5" COMP. DEPTH) ( < 1000 S.Y.) S.Y. 8 $ HOT MIX ASPHALTIC PAVEMENT, TYPE D (1.5" COMP. DEPTH) (1000 S.Y. < X < 5000 S.Y.) S.Y. 0 $ HOT MIX ASPHALTIC PAVEMENT, TYPE D (1.5" COMP. DEPTH) ( > 5000 S.Y.) S.Y. 8 $ HOT MIX ASPHALTIC PAVEMENT, TYPE D (2" COMP. DEPTH) ( < 5000 S.Y.) S.Y. 12 $ HOT MIX ASPHALTIC PAVEMENT, TYPE D (2" COMP. DEPTH) ( > 5000 S.Y.) S.Y. 37 $ HOT MIX ASPHALTIC PAVEMENT, TYPE D (2.5" COMP. DEPTH) S.Y. 21 $ ASPHALT TREATED BASE (4" THICK) S.Y. 0 $ ASPHALT TREATED BASE (5" THICK)( < 1000) S.Y. 0 $ ASPHALT TREATED BASE (5" THICK)( > 1000) S.Y. 0 $ ASPHALT TREATED BASE (6" THICK)( < 1000) S.Y. 0 $ ASPHALT TREATED BASE (6" THICK)( > 1000) S.Y. 0 $ ASPHALT TREATED BASE (8" THICK) S.Y. 0 $ ASPHALT TREATED BASE (10" THICK) S.Y. 0 $ ASPHALT TREATED BASE (12" THICK)( < 10000) S.Y. 0 $45.00

2 207.1 SINGLE COURSE BITUMINOUS SLURRY SEAL S.Y. 0 $ SINGLE COURSE BITUMINOUS SLURRY SEAL TON 0 $ SALVAGING, HAULING & STOCKPILING RECLAIMABLE ASPHALTIC PAVENENT (1.5" DEPTH) S.Y. 4 $ SALVAGING, HAULING & STOCKPILING RECLAIMABLE ASPHALTIC PAVEMENT(2" DEPTH) S.Y. 14 $ SALVAGING, HAULING & STOCKPILING RECLAIMABLE ASPHALTIC PAVEMENT(3" DEPTH) S.Y. 5 $ SALVAGING, HAULING & STOCKPILING RECLAIMABLE ASPHALTIC PAVM'T (LOOSE VEHICLE MEASUREMENT) C.Y. 0 $ CONCRETE PAVEMENT (10" DEEP)(BUS PAD) S.Y. 36 $ CONCRETE PAVEMENT (15" DEEP) S.Y. 0 $ BUS STOP CONCRETE PAD SY 3 $ FLEXIBLE PAVEMENT STRUCTURE REPAIR (1.5" COMP. DEPTH) S.Y. 0 $ FLEXIBLE PAVEMENT STRUCTURE REPAIR (4.5" COMP. DEPTH) S.Y. 0 $ FLEXIBLE PAVEMENT STRUCTURE REPAIR (8" COMP. DEPTH) S.Y. 0 $ FLEXIBLE PAVEMENT STRUCTURE REPAIR (10.5" COMP. DEPTH) S.Y. 0 #DIV/0! CONCRETE PAVEMENT FULL-DEPTH REPAIR (6" COMP.DEPTH) S.Y. 10 $ BASE REINFORCEMENT S.Y. 9 $ BASE REINFORCEMENT (TX 5) S.Y. 10 $ BASE REINFORCEMENT (TX 140) S.Y. 0 #DIV/0! BASE REINFORCEMENT(BX1100) S.Y BASE REINFORCEMENT(BX1200) S.Y EMULSION PER GALLON GAL EMULSION TREATMENT(EXISTING BASE)(X" COMP. DEPTH) S.Y EMULSION TREATMENT(MIXING EXISTING MATERIAL AND NEW BASE)(X" COMP. DEPTH) S.Y POTHOLE REPAIR S.Y. 7 $ EMERGENCY MOBILIZATION EA RUBBERIZED EMULSION AGGREGATE SLURRY WITH POLYMER (REAS) S.Y MICRO-SURFACING S.Y MICRO SURFACING TON WARM MIX ASPHALTIC CONCRETE TYPE "A" (X" COMP. DEPTH) S.Y WARM MIX ASPHALTIC CONCRETE TYPE "B" (X" COMP. DEPTH) S.Y WARM MIX ASPHALTIC CONCRETE TYPE "C" (X" COMP. DEPTH) S.Y WARM MIX ASPHALTIC CONCRETE TYPE "D" (X" COMP. DEPTH) S.Y WARM MIX ASPHALTIC CONCRETE TYPE "F" (X" COMP. DEPTH) S.Y. 0 - ITEM DIVISION III - CONCRETE & CONCRETE STRUCTURES DESCRIPTION UNIT METAL FOR STRUCTURES ( < 500 LBS.) LBS. 0 $ METAL FOR STRUCTURES ( > 500 LBS.) LBS. 3 $ STRUCTURAL EXCAVATION ( < 100 C.Y.) C.Y. 13 $ STRUCTURAL EXCAVATION (100 < X < 500 C.Y.) C.Y. 2 $ STRUCTURAL EXCAVATION (500 < X < 2000 C.Y.) C.Y. 14 $ STRUCTURAL EXCAVATION ( > 2000 C.Y.) C.Y. 2 $ CONCRETE STRUCTURE (APPROACH SLABS) C.Y. 0 $ CONCRETE STRUCTURE (BRIDGE DECKS) C.Y. 0 $ CONCRETE STRUCTURE (BRIDGE COLUMNS & PIERS ) C.Y. 0 $ CONCRETE STRUCTURE (BRIDGE CAPS) C.Y. 0 $ CONCRETE STRUCTURE (ABUTMENTS & WINGWALLS) C.Y. 23 $1, CONCRETE STRUCTURE(RETAINING WALLS) (< 10 C.Y.) C.Y. 8 $ CONCRETE STRUCTURE (RETAINING WALLS) (10 < X < 100 C.Y.) C.Y. 0 $ CONCRETE STRUCTURE (RETAINING WALLS) ( > 100 C.Y.) C.Y. 9 $ CONCRETE STRUCTURE (HEADWALLS OR OUTFALL STRUCTURES) C.Y. 16 $ CONCRETE STRUCTURE (DRIVEWAY RETAINING WALLS) (< 10 C.Y.) C.Y. 8 $ CONCRETE STRUCTURE (DRIVEWAY RETAINING WALLS) (> 10 C.Y.) C.Y. 0 #DIV/0! CONCRETE STRUCTURE (ELEVATED SIDEWALKS) ( < 10 C.Y.) C.Y. 8 $1, CONCRETE STRUCTURE (ELEVATED SIDEWALKS) ( > 10 C.Y.) C.Y. 2 $ CONCRETE STRUCTURE (MISCELLANEOUS) C.Y CONCRETE STRUCTURE (MISCELLANEOUS) S.Y CONCRETE STRUCTURE (MISCELLANEOUS) L.F CONCRETE STRUCTURE (MISCELLANEOUS) S.F CONCRETE STRUCTURE (MISCELLANEOUS) EA DRILLED SHAFTS (18") L.F DRILLED SHAFTS (24") L.F. 30 $ DRILLED SHAFTS (30") L.F. 30 $ DRILLED SHAFTS (36") L.F. 33 $ DRILLED SHAFTS (42") L.F. 0 $ BELL FOOTINGS C.Y. 0 $ PRECAST REINFORCED CONCRETE CULVERT (3' x 2') L.F. 0 #DIV/0! PRECAST REINFORCED CONCRETE CULVERT (3' x 3') L.F PRECAST REINFORCED CONCRETE CULVERT (4' x 2') L.F. 0 #DIV/0! PRECAST REINFORCED CONCRETE CULVERT (4' x 3') L.F. 5 $ PRECAST REINFORCED CONCRETE CULVERT (4' x 4') L.F. 0 $ PRECAST REINFORCED CONCRETE CULVERT (5' x 2') L.F. 0 $ PRECAST REINFORCED CONCRETE CULVERT (5' x 3') L.F. 7 $ PRECAST REINFORCED CONCRETE CULVERT (5' x 4') L.F. 0 $ PRECAST REINFORCED CONCRETE CULVERT (5' x 5') L.F. 8 $ PRECAST REINFORCED CONCRETE CULVERT (6' x 4') L.F. 12 $ PRECAST REINFORCED CONCRETE CULVERT (6' x 5') L.F. 12 $ PRECAST REINFORCED CONCRETE CULVERT (6' x 6') L.F. 0 $ PRECAST REINFORCED CONCRETE CULVERT (7' x 4') L.F. 15 $ PRECAST REINFORCED CONCRETE CULVERT (8' x 4') L.F. 7 $ PRECAST REINFORCED CONCRETE CULVERT (8' x 5') L.F. 8 $ PRECAST REINFORCED CONCRETE CULVERT (11' x 4') L.F. 0 $ PRECAST REINFORCED CONCRETE CULVERT (11' x 5') L.F. 0 $ PRECAST REINFORCED CONCRETE CULVERT (10' x 5') L.F. 15 $ PRECAST REINFORCED CONCRETE CULVERT (10' x 6') L.F. 7 $ PRECAST REINFORCED CONCRETE CULVERT (10' x 8') L.F. 8 $ PRECAST REINFORCED CONCRETE CULVERT (12' x 8') L.F. 0 $ REINFORCED CONCRETE PRCAST BOX TRANSITION (5'X3' TO 5'X5') L.F. 8 $ REINFORCED CONCRETE PRCAST BOX TRANSITION (5'X5' TO 8'X5') L.F. 8 $ REINFORCED CONCRETE PRCAST BOX TRANSITION (8'X5' TO 10'X5') L.F. 8 $ PRECAST, PRESTRESSED BRIDGE BEAMS L.F. 0 $ PRECAST, PRESTRESSED BRIDGE BEAMS(BOX) L.F. 0 $ PRECAST, PRESTRESSED BRIDGE BEAMS (DOUBLE TEES) L.F. 0 $ CONCRETE SURFACE FINISH - ADHESIVE GROUT FINISH S.Y CONCRETE SURFACE FINISH - CONCRETE PAINT FINISH S.Y CONCRETE SURFACE FINISH - OPAQUE SEALER FINISH S.Y CONCRETE SURFACE FINISH APPEARANCE COATING FINISH S.Y CONCRETE SURFACE FINISH - EPOXY PAINT FINISH S.Y CONCRETE SURFACE FINISH - BLAST FINISH S.Y CONCRETE SURFACE FINISH - RUB FINISH S.Y. 0 - DIVISION IV - STORM SEWERS REINFORCED CONCRETE PIPE (CLASS III)(18" DIA) L.F. 0 $ REINFORCED CONCRETE PIPE (CLASS IV)(18" DIA) L.F. 0 $ REINFORCED CONCRETE PIPE (CLASS V)(18" DIA) L.F. 0 $ REINFORCED CONCRETE PIPE (CLASS III)(24" DIA) L.F. 59 $ REINFORCED CONCRETE PIPE (CLASS IV)(24" DIA) L.F. 0 #DIV/0! REINFORCED CONCRETE PIPE (CLASS V)(24" DIA) L.F REINFORCED CONCRETE PIPE (CLASS III)(30" DIA) L.F. 33 $ REINFORCED CONCRETE PIPE (CLASS IV)(30" DIA) L.F. 0 #DIV/0! REINFORCED CONCRETE PIPE (CLASS V)(30" DIA) L.F. 5 $ REINFORCED CONCRETE PIPE (CLASS III)(36" DIA) L.F. 31 $ REINFORCED CONCRETE PIPE (CLASS IV)(36" DIA) L.F. 0 #DIV/0!

3 401.1 REINFORCED CONCRETE PIPE (CLASS V)(36" DIA) L.F. 0 $ REINFORCED CONCRETE PIPE (CLASS II)(42" DIA) L.F REINFORCED CONCRETE PIPE (CLASS III)(42" DIA) L.F. 29 $ REINFORCED CONCRETE PIPE (CLASS IV)(42" DIA) L.F. 0 $ REINFORCED CONCRETE PIPE (CLASS III)(48" DIA) L.F. 16 $ REINFORCED CONCRETE PIPE (CLASS IV)(48" DIA) L.F REINFORCED CONCRETE PIPE (CLASS III)(54" DIA) L.F. 9 $ REINFORCED CONCRETE PIPE (CLASS IV)(54" DIA) L.F. 0 $ REINFORCED CONCRETE PIPE (CLASS III)(60" DIA) L.F. 12 $ REINFORCED CONCRETE PIPE (CLASS III)(66" DIA) L.F. 9 $ REINFORCED CONCRETE PIPE (CLASS IV)(66" DIA) L.F. 0 $ REINFORCED CONCRETE PIPE (CLASS III)(72" DIA) L.F. 7 $ REINFORCED CONCRETE PIPE (CLASS IV)(72" DIA) L.F. 0 $ REINFORCED CONCRETE PIPE (PLUG) EA 5 $ REINFORCED CONCRETE PIPE (ARCH)(18" X 28 1/2" CLASS II) L.F. 0 #DIV/0! REINFORCED CONCRETE PIPE (ARCH)(18" X 28 1/2" CLASS III) L.F. 0 #DIV/0! REINFORCED CONCRETE PIPE (ARCH)(22 1/2" X 36 1/4" CLASS II) L.F. 0 #DIV/0! REINFORCED CONCRETE PIPE (ARCH)(26 5/8" X 43 3/4" CLASS II) L.F. 0 #DIV/0! REINFORCED CONCRETE PIPE (ARCH)(31 5/16" X 51 1/8" CLASS II) L.F. 0 #DIV/0! REINFORCED CONCRETE PIPE (ELLIPTICAL)(DESIGN SIZE 19"x30") L.F. 0 $ SAFETY END TREATMENT (TYPE I)(24" DIA) EA 8 $1, SAFETY END TREATMENT (TYPE I)(36" DIA) EA SAFETY END TREATMENT (TYPE I)(48" DIA) EA SAFETY END TREATMENT (TYPE I)(60" DIA) EA SAFETY END TREATMENT (TYPE II)(18" DIA) EA SAFETY END TREATMENT (TYPE II)(24" DIA) EA 0 #DIV/0! SAFETY END TREATMENT (TYPE II)(30" DIA) EA SAFETY END TREATMENT (TYPE II)(36" DIA) EA SAFETY END TREATMENT (TYPE II)(42" DIA) EA SAFETY END TREATMENT (TYPE II)(DESIGN SIZE 1) EA 0 $2, SAFETY END TREATMENT (TYPE II)(DESIGN SIZE 2) EA 0 $1, SAFETY END TREATMENT (TYPE II)(DESIGN SIZE 3) EA 0 $1, CORRUGATED POLYETHYLENE PIPE L.F JUNCTION BOX 4'X4'X4' EA 30 $3, JUNCTION BOX 5'X5'X5' EA 20 $4, JUNCTION BOX 6'X6'X6' EA 19 $5, JUNCTION BOX 7'X7'X7' EA 10 $8, JUNCTION BOX 8'X8'X8' EA 10 $11, SPECIAL JUNCTION BOXES (COMPLETE) EA INLET TYPE I (COMPLETE)(10FT) EA 18 $7, INLET TYPE II (COMPETE)(10 FT) EA 27 $5, INLET EXTENSIONS (10 FT) EA 2 $4, INLET (COMPLETE)(5 FT)(TXDOT) EA 0 $3, INLET (EXTENSION)(5 FT)(TXDOT) EA 0 $2, SPECIAL INLET (COMPLETE) EA SPECIAL INLET (2-WAY)(8'x8'x6') EA 0 $7, SPECIAL INLET (4-WAY) EA 0 #DIV/0! CORRUGATED METAL PIPE (X" DIA) L.F CORRUGATED METAL PIPE (ARCHED)(DESIGN "X") L.F SPIRAL RIB CORRUGATED METAL PIPE (X" DIA) L.F SPIRAL RIB CORRUGATED METAL PIPE ARCH (GALVANIZED STEEL)(DESIGN "X") L.F SPIRAL RIB CORRUGATED METAL PIPE ARCH (GALVANIZED STEEL)(DESIGN 2) L.F. 0 $ FIBER REINFORCED CONCRETE PIPE (CLASS X)(X" DIA)(TYPE X) L.F JACKING,BORING OR TUNNELING PIPE (8") L.F. 0 $ JACKING,BORING OR TUNNELING PIPE (15") L.F. 0 $ JACKING,BORING OR TUNNELING PIPE (24") L.F. 0 $ JACKING,BORING OR TUNNELING PIPE (36") L.F. 0 $ JACKING,BORING OR TUNNELING PIPE (54") L.F. 0 $1, JACKING,BORING OR TUNNELING PIPE (60") L.F. 0 $1, JACKING,BORING OR TUNNELING PIPE (66") L.F. 0 $1, JACKING,BORING OR TUNNELING PIPE (78") L.F. 0 $1, JACKING OR TUNNELING BOX CULVERT (X' x X') L.F CONCRETE ENCASEMENT C.Y. 14 $ CONCRETE CRADLES C.Y. 0 $ CONCRETE SADDLES C.Y. 7 $ CONCRETE COLLARS C.Y. 0 $ GRATE EA 8 $2, FRAME EA GRATE AND FRAME EA FRAME AND COVER EA RING AND COVER EA CONCRETE SUBGRADE FILLER C.Y. 7 $ GRAVEL SUBGRADE FILLER ( X < 1OO C.Y.) C.Y. 37 $ GRAVEL SUBGRADE FILLER (100 CY< X < 1,000 C.Y.) C.Y. 7 $ GRAVEL SUBGRADE FILLER (1000 CY< X < 3,000 C.Y.) C.Y. 0 $ GRAVEL SUBGRADE FILLER (MORE THAN 3,000 C.Y.) C.Y GLASS CULLET USE FOR UNTILITY BEDDING AND BACKFILL C.Y CEMENT STABILIZED SAND C.Y. 2 $ FLOWABLE BACKFILL (LOW STRENGTH) C.Y. 14 $ FLOWABLE BACKFILL (HIGH STRENGTH) C.Y FLOWABLE BACKFILL (HIGH STRENGTH EMERGENCY REPAIR) C.Y. 0 $ DIVISION V - MISCELLANEOUS CONSTRUCTION CONCRETE CURBING ( < 1,000 L.F.) L.F. 30 $ CONCRETE CURBING ( > 1,000 L.F.) L.F. 68 $ CONCRETE GUTTER L.F. 0 $ CONCRETE CURB & GUTTER ( < 1,000 L.F.) L.F. 10 $ CONCRETE CURB & GUTTER ( > 1,000 L.F.) L.F CONCRETE SIDEWALKS ( < 150 S.Y.) S.Y. 21 $ CONCRETE SIDEWALKS (150 S.Y. < X < 1,000 S.Y.) S.Y. 21 $ CONCRETE SIDEWALKS(1,000 S.Y.< X <10,000S.Y.) S.Y. 30 $ CONCRETE SIDEWALKS ( > 10,000 S.Y.) S.Y. 7 $ CONCRETE SIDEWALKS - MACHINE LAID S.Y SIDEWALK DRAIN EA 6 $ PORTLAND CEMENT CONCRETE DRIVEWAYS ( < 100 S.Y.) S.Y. 26 $ PORTLAND CEMENT CONCRETE DRIVEWAYS (100 S.Y. < X < 10,000 S.Y.) S.Y. 15 $ PORTLAND CEMENT CONCRETE DRIVEWAYS ( > 10,000 S.Y.) S.Y. 6 $ PORTLAND CEMENT CONCRETE DRIVEWAYS - COMMERCIAL S.Y. 60 $ EXPOSED AGGREGATE DRIVEWAYS S.Y. 0 $ ASPHALT CONCRETE DRIVEWAY( < 100 S.Y.) S.Y. 15 $ ASPHALT CONCRETE DRIVEWAY (100 <X< 1000 S.Y.) S.Y. 20 $ ASPHALT CONCRETE DRIVEWAY( > 1000 S.Y.) S.Y. 5 $ GRAVEL DRIVEWAY( < 100 S.Y.) S.Y. 13 $ GRAVEL DRIVEWAY(100 S.Y.< X < 750 S.Y.) S.Y. 5 $ GRAVEL DRIVEWAY( > 750 S.Y.) S.Y CONCRETE MEDIAN S.Y. 5 $ CONCRETE DIRECTIONAL ISLAND S.Y. 20 $ CONCRETE RIPRAP (4" THICK) S.Y. 13 $ CONCRETE RIPRAP (5" THICK) (< 100 S.Y.) S.Y. 15 $ CONCRETE RIPRAP (5" THICK) (100 < X < 4000 S.Y.) S.Y. 6 $ CONCRETE RIPRAP (5" THICK) (4000 < X < S.Y.) S.Y. 8 $ CONCRETE RIPRAP (5" THICK) (> S.Y.) S.Y CONCRETE RIPRAP (6" THICK) (< 4000 S.Y.) S.Y. 33 $ CONCRETE RIPRAP (6" THICK)( > 4000 S.Y.) S.Y. 7 $ CONCRETE RIPRAP (8" THICK) S.Y CONCRETE RIPRAP (STONE EMBEDDED) S.Y. 0 #DIV/0!

4 506.1 CONCRETE RETAINING WALLS-COMB. TYPE (< 20 C.Y.) C.Y. 23 $ CONCRETE RETAINING WALLS-COMB. TYPE (20 <X< 50 C.Y.) C.Y. 19 $ CONCRETE RETAINING WALLS-COMB. TYPE ( > 50 C.Y.) C.Y. 0 #DIV/0! CHAIN LINK WIRE FENCE (4' HIGH) L.F. 24 $ CHAIN LINK WIRE FENCE (6' HIGH) L.F. 45 $ A TEMPORARY CHAIN LINK WIRE FENCE (6' HIGH) L.F. 7 $ CHAIN LINK WIRE FENCE (8' HIGH) L.F. 5 $ GATES-PEDESTRIAN EA. 15 $ GATES- VEHICULAR OPEN 24 $ RELOCATING WIRE FENCE L.F. 7 $ METAL BEAM GUARD RAIL ( < 200 L.F.) L.F. 19 $ METAL BEAM GUARD RAIL ( > 200 L.F.) L.F TIMBER GUARD POSTS (< 50 UNITS) EA. 18 $ TIMBER GUARD POSTS ( > 50 UNITS) EA. 0 #DIV/0! REPLACING WITH FLEXIBLE BASE & PAVEMENT (8"COMPACTED DEPTH) S.Y. 0 $ REPLACING WITH FLEXIBLE BASE & PAVEMENT (12"COMPACTED DEPTH) S.Y. 0 $ REPLACING WITH FLEXIBLE BASE & PAVEMENT (14"COMPACTED DEPTH) S.Y. 0 $ REPLACING WITH CEMENT STABILIZED BASE & PAVEMENT (9.5" DEPTH) S.Y. 0 $ REPLACING WITH CEMENT STABILIZED BASE & PAVEMENT (10" DEPTH) S.Y. 0 $ REPLACING WITH CEMENT STABILIZED BASE & PAVEMENT (11" DEPTH) S.Y. 0 $ REPLACING WITH CEMENT STABILIZED BASE & PAVEMENT (20" DEPTH) S.Y. 0 $60.50 REPLACING WITH HOT MIX ASPHALTIC CONCRETE PAVEMENT TYPE B (6" COMPACTED DEPTH) S.Y. 8 $38.72 REPLACING WITH HOT MIX ASPHALTIC CONCRETE PAVEMENT TYPE B (7" COMPACTED DEPTH) S.Y. 0 $43.37 REPLACING WITH HOT MIX ASPHALTIC CONCRETE PAVEMENT TYPE B (8" COMPACTED DEPTH) S.Y. 0 $58.66 REPLACING WITH HOT MIX ASPHALTIC CONCRETE PAVEMENT (10" COMPACTED DEPTH) S.Y. 0 $ REPLACING WITH PORTLAND CEMENT CONCRETE PAVEMENT (X" DEEP) S.Y REPLACING WITH FLEXIBLE BASE AND SURFACE TREATMENT (X" COMP DEPTH) S.Y ADJUSTING EXISTING MANHOLES EA. 12 $1, RECONSTRUCTING EXISTING MANHOLES EA. 8 $ VALVE BOX ADJUSTMENTS EA. 5 $ REMOVING AND RELOCATING MAIL BOXES ( < 50 UNITS) EA. 4 $ REMOVING AND RELOCATING MAIL BOXES ( > 50 UNITS) EA. 7 $ COMMUNITY MAIL BOX SLAB S.Y. 7 $ TOPSOIL (< 500 C.Y.) C.Y. 65 $ TOPSOIL ( > 500 C.Y.) C.Y. 21 $ BERMUDA SODDING ( < 2,000 S.Y.) S.Y. 32 $ BERMUDA SODDING ( > 2,000 S.Y.) S.Y. 40 $ ST. AUGUSTINE SODDING ( < 2,000 S.Y.) S.Y. 18 $ ST. AUGUSTINE SODDING ( > 2,000 S.Y.) S.Y. 2 $ BUFFALO 609 SODDING S.Y. 0 #DIV/0! BRIDGE RAILING L.F. 0 $ BRIDGE RAILING (COMB. RAIL TYPE C201) L.F HYDROMULCHING (RESIDENTIAL OR COMMERCIAL) S.Y. 31 $ SIDEWALK PIPE RAILING L.F. 15 $ ADJUSTING CHAIN LINK VEHICULAR GATES ( < 50 UNITS) EA 26 $ ADJUSTING CHAIN LINK VEHICULAR GATES ( > 50 UNITS) EA 0 $ ADJUSTING CHAIN LINK VEHICULAR GATE (MOTORIZED) EA ADJUSTING CHAIN LINK PEDESTRIAN GATE EA 14 $ ADJUSTING WROUGHT IRON VEHICULAR GATE EA 2 $ ADJUSTING WROUGHT IRON VEHICULAR GATE (MOTORIZED) EA 8 $1, ADJUSTING WROUGHT IRON PEDESTRIAN GATE EA 2 $ CONCRETE STEPS ( < 10 C.Y.) C.Y. 15 $1, CONCRETE STEPS ( > 10 C.Y.) C.Y. 0 $ CONCRETE TRAFFIC BARRIER (PORTABLE)(TY I) L.F. 37 $ CONCRETE TRAFFIC BARRIER (PORTABLE)(TY II) L.F. 0 #DIV/0! CONCRETE TRAFFIC BARRIER (PORTABLE) L.F. 18 $ CONCRETE TRAFFIC BARRIER (PORT) (LPCB) (TY II) L.F. 16 $ BARRICADES, SIGNS & TRAFFIC HANDLING L.S METRO STREET NAME, BLOCK NUMBERS (HIGH DENSITY)(VARIES x 15") EA 3 $ METRO STREET NAME, BLOCK NUMBERS (HIGH DENSITY)(VARIES x 18") EA. 7 $ R1-1 STOP (30")(HIGH DENSITY) EA. 62 $ R1-2 YIELD (36")(HIGH DENSITY) EA. 38 $ R1-4 ALL WAY PLATE (18"x6")(HIGH DENSITY) EA. 8 $ R2-1 SPEED LIMIT (24"x30")(HIGH DENSITY) EA. 41 $ R3-1 NO RIGHT TURN (24"x24")(HIGH DENSITY) EA. 7 $ R3-2 NO LEFT TURN (24"x24")(HIGH DENSITY) EA. 7 $ R3-3 NO TURNS (24"x24")(HIGH DENSITY) EA. 0 #DIV/0! R3-4 NO U-TURNS (24"x24")(HIGH DENSITY) EA. 3 $ R3-5 LEFT OR RIGHT ONLY (30"x36")(HIGH DENSITY) EA. 14 $ R3-6 LANE-USE CONTROL (30"x36")(HIGH DENSITY) EA. 7 $ R3-7 LEFT LANE MUST TURN LEFT OR RIGHT LANE MUST TURN RIGHT (30"x30")(HIGH DENSITY) EA. 16 $ R3-8 LANE-USE CONTROL (30"x30")(HIGH DENSITY) EA. 15 $ R3-8 U-TURN ONLY (24"x30")(HIGH DENSITY) EA. 0 #DIV/0! R3-9 TWO WAY LEFT TURN ONLY (30"x36")(HIGH DENSITY) EA. 0 #DIV/0! R4-7 KEEP RIGHT (24"x30")(HIGH DENSITY) EA. 3 $ R5-1 DO NOT ENTER (30"x30")(HIGH DENSITY) EA. 11 $ R6-1 ONE WAY (36"x12")(HIGH DENSITY) EA. 8 $ R6-2 ONE WAY (18"x24")(HIGH DENSITY) EA. 8 $ R7-1 NO PARKING ANYTIME (18"x24")(HIGH DENSITY) EA. 8 $ R7-18 NO PARKING THIS SIDE / THIS BLOCK (18"x24")(HIGH DENSITY) EA. 13 $ R1-1 STOP (18"x18")(HIGH DENSITY) EA. 0 #DIV/0! R9-3A PEDESTRIAN CROSSING PROHIBITED (18"x18")(HIGH DENSITY) EA R10-11 NO TURN ON RED 7-9 AM AND 2-4 PM, SCHOOL DAYS ONLY (HIGH DENSITY) EA R10-11A NO TURN ON RIGHT (24"x30")(HIGH DENSITY) EA R10-12 LEFT TURN YIELD ON "GREEN BALL" (HIGH DENSITY) EA R10-5 LEFT ON ARROW ONLY (24"x30")(HIGH DENSITY) EA R10-6 STOP HERE ON RED (24"x36")(HIGH DENSITY) EA R10-7 DO NOT BLOCK INTERSECTION (24"x30")(HIGH DENSITY) EA. 3 $ S-25 NO PARKING 7-9 AM AND 2-4 PM, SCHOOL DAYS ONLY (18"x24")(HIGH DENSITY) EA. 0 $ S-26 NO PARKING 7-9 AM AND 2-4 PM, STUDENT LOADING, SCHOOL DAYS ONLY (18"x24")(HIGH DENSITY) EA. 0 $ S-27 NO PARKING 7-9 AM AND 2-4 PM SCHOOL BUS ZONE (18"x24")(HIGH DENSITY) EA S1-1 ADVANCE SCHOOL CROSSING AND SCHOOL CROSSING(36"x36") EA. 31 $ W16-7 DIAGONAL ARROW SIGN (DIAMOND GRADE)(FLUORESCENT YELLOW GREEN))(30"x18") EA. 7 $ S4-1 1/20 MPH SCHOOL SIGN (DIAMOND GRADE (FLUORESCENT YELLOW GREEN) WITH HIGH INTENSITY WHITE BACKGROUND)(24"x48") EA. 11 $ W1-1 TURN (30"x30")(HIGH DENSITY) EA. 0 $ W1-2 CURVE (30"x30")(HIGH DENSITY) EA. 0 #DIV/0! W1-3 REVERSE TURN (30"x30")(HIGH DENSITY) EA. 0 #DIV/0! W1-4 REVERSE CURVE (30"x30")(HIGH DENSITY) EA. 0 $ W1-5 WINDING ROAD (30"x30")(HIGH DENSITY) EA W1-6 LARGE ARROW (48"x24")(HIGH DENSITY) EA. 0 $ W1-7 LARGE ARROW (48"x24")(HIGH DENSITY) EA. 0 #DIV/0! W16-7 DIAGONAL ARROW SIGN (30"x18")(HIGH DENSITY) EA. 3 $ W1-8 CHEVRON ALIGNMENT (18"x24")(HIGH DENSITY) EA. 0 $ W3-3 SIGNAL AHEAD (36"x36")(HIGH DENSITY) EA. 16 $ W8-1 BUMP (30"x30")(HIGH DENSITY) EA W8-2 DIP (30"x30")(HIGH DENSITY) EA. 0 $ W9-2 LANE ENDS MERGE LEFT (30"x30")(HIGH DENSITY) EA. 3 $201.00

5 W10-1 RAILROAD ADVANCE WARNING (36" DIA.)(HIGH DENSITY) EA. 2 $ W11A-2 PED CROSSING (30"x30")(HIGH DENSITY) EA. 2 $ W13-1 ADVISORY SPEED (18"x18")(HIGH DENSITY) EA. 0 #DIV/0! W14-1 DEAD END (30"x30")(HIGH DENSITY) EA. 0 $ W14-2 NO OUTLET (30"x30")(HIGH DENSITY) EA. 8 $ OM-3 TYPE 3 OBJECT MARKER (12"x36")(HIGH DENSITY) EA. 0 #DIV/0! OM-4P END OF ROAD MARKER (18"x18")(HIGH DENSITY) EA INCH [229mm] STREET NAME, BLOCK NUMBER (VARIES x9")(high DENSITY) EA. 41 $ W14-1P DEAD END STREET MARKER (36"x9")(HIGH DENSITY) EA. 16 $ SPECIAL SIGN (HIGH DENSITY) EA. 24 $ W14-2P NO OUTLET STREET MARKER (HIGH DENSITY) EA S5-1 SCHOOL SPEED LIMIT WHEN FLASHING (24"x38")(DIAMOND GRADE (FLUORESCENT YELLOW GREEN) WITH HIGH INTENSITY WHITE BACKGROUND) EA. 8 $ W16-9P AHEAD (36"x20")(HIGH DENSITY) EA. 10 $ W16-2 XXX FT (DIAMOND GRADE (30"x18")(FLUORESCENT YELLOW GREEN)) EA. 0 $ W MPH ADVISORY (18"x18")(DIAMOND GRADE (FLUORESCENT YELLOW GREEN)) EA. 3 $ S4-3A SCHOOL ZONE ARROWS (24"x18")(HIGH DENSITY) EA S5-2A (24"x9") (HIGH DENSITY) EA. 5 $ R9-6 (YIELD TO PEDS)(12"x18")(HIGH DENSITY) EA. 0 #DIV/0! R3-17 (BIKE LANE)(30"x24")(HIGH DENSITY) EA. 10 $ R3-17a (AHEAD)(30"x12")(HIGH DENSITY) EA. 17 $ R3-17b (ENDS)(30"x12")(HIGH DENSITY) EA. 17 $ R4-4 (BEGIN RIGHT TURN LANE YIELD TO BIKES)(36"x30")(HIGH DENSITY) EA. 2 $ R1-1 (YIELD)(18"x18"x18")(HIGH DENSITY) EA. 3 $ W11-1 (BICYCLE WARNING)(30"x30")(HIGH DENSITY) EA. 8 $ R5-1 (NO MOTOR VEHICLES)(24"x24")(HIGH DENSITY) EA. 8 $ D11-1 (BIKE ROUTE)(24"x18")(HIGH DENSITY) EA. 7 $ M4-11(BEGIN)(BICYCLE ROUTE SUPPLEMENTAL PLAQUES)(12"x4")(HIGH DENSITY) EA M4-12 (END)(BICYCLE ROUTE SUPPLEMENTAL PLAQUES)(12"x4")(HIGH DENSITY) EA M4-13 (TO)(BICYCLE ROUTE SUPPLEMENTAL PLAQUES)(12"x4")(HIGH DENSITY) EA M7-1 (ARROW)(BICYCLE ROUTE SUPPLEMENTAL PLAQUES)(12"x9")(HIGH DENSITY) EA. 0 #DIV/0! M7-2(ARROW)(BICYCLE ROUTE SUPPLEMENTAL PLAQUES)(12"x9")(HIGH DENSITY) EA M7-3(ARROW)(BICYCLE ROUTE SUPPLEMENTAL PLAQUES)(12"x9")(HIGH DENSITY) EA M7-3(ARROW)(BICYCLE ROUTE SUPPLEMENTAL PLAQUES)(12"x9")(HIGH DENSITY) EA M7-3(ARROW)(BICYCLE ROUTE SUPPLEMENTAL PLAQUES)(12"x9")(HIGH DENSITY) EA M7-3(ARROW)(BICYCLE ROUTE SUPPLEMENTAL PLAQUES)(12"x9")(HIGH DENSITY) EA M7-3(ARROW)(BICYCLE ROUTE SUPPLEMENTAL PLAQUES)(12"x9")(HIGH DENSITY) EA INCH WIDE YELLOW LINE (< 100,000 LF) L.F. 48 $ INCH WIDE YELLOW LINE (> 100,000 LF) L.F. 13 $ INCH WIDE WHITE LINE (< 30,000 LF) L.F. 58 $ INCH WIDE WHITE LINE (> 30,000 LF) L.F. 8 $ INCH WIDE YELLOW LINE L.F. 3 $ INCH WIDE WHITE LINE L.F. 35 $ INCH WIDE WHITE LINE L.F. 0 #DIV/0! INCH WIDE WHITE LINE (< 1,500) L.F. 0 #DIV/0! INCH WIDE WHITE LINE (> 1,500) L.F INCH WIDE WHITE LINE (< 1,500) L.F. 54 $ INCH WIDE WHITE LINE (> 1,500) L.F. 22 $ RIGHT WHITE ARROW EA 35 $ LEFT WHITE ARROW EA 45 $ COMBINATION THRU/RIGHT WHITE ARROW EA 0 #DIV/0! COMBINATION THRU/LEFT WHITE ARROW EA 8 $ WORD "ONLY" WORD 28 $ STRAIGHT WHITE ARROW EA 0 #DIV/0! RAILROAD CROSSING SYMBOL, INCLUDING TWO R'S, CROSS BUCK & 3 TRANSVERSE BARS EA WHITE DIAMOND EA 7 $ STRAIGHT WHITE ARROW BICYCLE FACILITY EA 10 $ BICYCLE RIDER SYMBOL EA 17 $ SOLID WHITE YIELD LINES(6"x9") EA WORD "STOP" WORD 0 #DIV/0! WORD "YIELD" WORD WORD "BUS" WORD MEDIAN NOSE YELLOW EA. 13 $ INCH WIDE YELLOW LINE L.F. 7 $ INCH WIDE WHITE LINE L.F. 7 $ INCH WIDE YELLOW LINE L.F INCH WIDE WHITE LINE L.F. 7 $ INCH WIDE WHITE LINE L.F INCH WIDE WHITE LINE L.F INCH WIDE WHITE LINE L.F RIGHT WHITE ARROW EA LEFT WHITE ARROW EA COMBINATION THRU/RIGHT WHITE ARROW EA COMBINATION THRU/LEFT WHITE ARROW EA WORD "ONLY" WORD STRAIGHT WHITE ARROW EA RAILROAD CROSSING SYMBOL, INCLUDING TWO R'S, CROSS BUCK & 3 TRANSVERSE BARS EA WHITE DIAMOND EA STRAIGHT WHITE ARROW BICYCLE FACILITY EA SOLID WHITE YIELD LINES(6"x9") EA WORD "STOP" WORD WORD "YIELD" WORD WORD "BUS" WORD TRAFFIC BUTTON (TYPE W) EA TRAFFIC BUTTON (TYPE Y) EA 10 $ JIGGLE BAR (TYPE W) EA JIGGLE BAR (TYPE Y) EA PAVEMENT MARKER (TYPE I-A) EA 8 $ TRAFFIC BUTTON (TYPE I-C) EA 53 $ TRAFFIC BUTTON (TYPE I-R) EA 5 $ TRAFFIC BUTTON (TYPE II A-A) EA 52 $ TRAFFIC BUTTON (TYPE II C-R) EA 10 $ INCH WIDE YELLOW LINE (SLD)(TEMPORARY) L.F. 8 $ INCH WIDE WHITE LINE (SLD )(TEMPORARY) L.F. 8 $ INCH WIDE YELLOW LINE L.F INCH WIDE WHITE LINE L.F INCH WIDE YELLOW LINE L.F INCH WIDE WHITE LINE L.F INCH WIDE WHITE LINE L.F INCH WIDE WHITE LINE L.F INCH WIDE WHITE LINE L.F RIGHT WHITE ARROW EA LEFT WHITE ARROW EA COMBINATION THRU/RIGHT WHITE ARROW EA COMBINATION THRU/LEFT WHITE ARROW EA WORD "ONLY" WORD STRAIGHT WHITE ARROW EA 0 -

6 RAILROAD CROSSING SYMBOL, INCLUDING TWO R'S, CROSS BUCK & 3 TRANSVERSE BARS EA WHITE DIAMOND EA STRAIGHT WHITE ARROW BICYCLE FACILITY EA BICYCLE RIDER SYMBOL EA SOLID WHITE YIELD LINES(6"x9") EA WORD "STOP" WORD WORD "YIELD" WORD WORD "BUS" WORD ROCK FILTER DAMS (INSTALL/REMOVE) (TYPE 1) L.F. 17 $ ROCK FILTER DAMS (INSTALL/REMOVE) (TYPE 2) L.F. 22 $ ROCK FILTER DAMS (INSTALL/REMOVE) (TYPE 3) L.F. 32 $ ROCK FILTER DAMS (INSTALL/REMOVE) (TYPE 4) L.F. 12 $ ROCK FILTER DAMS (INSTALL/REMOVE) (TYPE X) C.Y. 7 $ TEMPORARY PIPE SLOPE DRAINS (X" DIAMETER) L.F BALED HAY BALE TEMPORARY PAVED FLUME (INSTALL/REMOVE) S.Y CONSTRUCTION EXITS (INSTALL/REMOVE) S.Y. 76 $ CONSTRUCTION PERIMETER FENCE L.F. 28 $ SANDBAGS FOR EROSION CONTROL FENCE (6") L.F. 15 $ TEMPORARY SEDIMENT CONTROL FENCE L.F. 71 $ CURB INLET GRAVEL FILTERS L.F. 55 $ TRENCH EXCAVATION SAFETY PROTECTION L.F. 54 $ TEMPORARY SPECIAL SHORING S.F. 12 $ REMOVING AND RELOCATING IRRIGATION SYSTEM L.F. 18 $ EROSION CONTROL MATTING S.Y. 12 $7.84 DIVISION VI- TRAFFIC SIGNALS OPTIC PROGRAMMABLE HEAD TYPE 1 EA 0 $ OPTIC PROGRAMMABLE HEAD TYPE 2 EA 0 $ OPTIC PROGRAMMABLE HEAD TYPE 3 EA 0 $ OPTIC PROGRAMMABLE HEAD TYPE 4 EA 0 $ OPTIC PROGRAMMABLE HEAD TYPE 5 EA 0 $ OPTIC PROGRAMMABLE HEAD TYPE 6 EA 0 $ OPTIC PROGRAMMABLE HEAD TYPE 8 EA 0 $ TRAFFIC SIGNAL CONTROLLER ASSEMBLY (TYPE 332 CABINET) EA 22 $11, TRAFFIC SIGNAL CONTROLLER ASSEMBLY (TYPE 303 CABINET) EA 8 $12, TRAFFIC SIGNAL CONTROLLER ASSEMBLY (TYPE 337 CABINET) EA TRAFFIC SIGNAL CONTROLLER ASSEMBLY (TYPE 336 CABINET) EA 0 $6, CONDUIT (2 INCH/PVC SCHEDULE 40) L.F. 36 $ CONDUIT (3 INCH/PVC SCHEDULE 40) L.F. 28 $ CONDUIT (4 INCH/PVC SCHEDULE 40) L.F. 18 $ CONDUIT (2 INCH/PVC SCHEDULE 40)(BORE) L.F. 0 $ CONDUIT (3 INCH/PVC SCHEDULE 40)(BORE) L.F. 0 #DIV/0! CONDUIT (4 INCH/PVC SCHEDULE 40)(BORE) L.F. 0 $ CONDUIT (2 INCH/PVC SCHEDULE 40)(BORE ROCK) L.F CONDUIT (3 INCH/PVC SCHEDULE 40)(BORE ROCK) L.F. 0 $ CONDUIT (4 INCH/PVC SCHEDULE 40)(BORE ROCK) L.F ELECTRICAL CONDUCTORS (NO. 6)(BARE) L.F. 32 $ ELECTRICAL CONDUCTORS (NO. 8)(BARE) L.F. 23 $ ELECTRICAL CONDUCTORS (NO. 6)(INSULATED) L.F. 28 $ DUCT CABLE (TYPE/SIZE) L.F GROUND BOXES TYPE A (122311) EA 0 $ GROUND BOXES TYPE B (122322) EA GROUND BOXES TYPE C (162911) EA 0 #DIV/0! GROUND BOXES TYPE D (162922) EA 0 $ GROUND BOXES TYPE A (122311) W/ APRON EA 4 $ GROUND BOXES TYPE B (122322) W/ APRON EA GROUND BOXES TYPE C (162911) W/ APRON EA 3 $ GROUND BOXES TYPE D (162922) W/ APRON EA 27 $ ELECTRICAL SERVICES (PER INSTALLATION) EA 30 $3, REMOVE ELECTRICAL SERVICES (PER REMOVAL) EA 3 $ BATTERY BACKUP SYSTEM EA 23 $7, ALUMINUM SIGNS [TYPE A] S.F. 2 $ ALUMINUM SIGNS [TYPE G] S.F. 0 $ ALUMINUM SIGNS [TYPE O ] S.F. 0 $ REPLACING EXISTING ALUMINUM SIGNS [TYPE] S.F REFURBISHING ALUMINUM SIGNS [TYPE] EA TYPE 332 CONTROLLER FOUNDATION EA 30 $3, CONTROLLER PEDESTAL POST EA 0 $ INSTALLATION OF HIGHWAY TRAFFIC SIGNALS (SYSTEM) EA 35 $8, TEMPORARY TRAFFIC SIGNALS (PER INTERSECTION) EA 45 $21, INSTALL VEHICLE SIGNAL SECTION WITH BACK PLATE (3 SECONDS) EA 30 $ INSTALL VEHICLE SIGNAL SECTION WITH BACK PLATE (4 SECONDS) EA 30 $ INSTALL VEHICLE SIGNAL SECTION WITH BACK PLATE (5 SECONDS) EA 8 $ INSTSALL PEDESTRIAN SIGNAL SECTION (12 INCH) LED (2 IND) EA 22 $ LOUVER (12 INCH)(ADJUSTABLE) EA 0 #DIV/0! LED COUNTDOWN PEDESTRIAN MODULE EA 9 $ TRAFFIC SIGNAL CABLES (TYPE A)(12 AWG)(CONDUCTOR NO. 2) EA 8 $ TRAFFIC SIGNAL CABLES (TYPE A)(12 AWG)(CONDUCTOR NO. 4) EA 18 $ TRAFFIC SIGNAL CABLES (TYPE A)(12 AWG)(CONDUCTOR NO. 7) EA 0 $ TRAFFIC SIGNAL CABLES (TYPE A)(14 AWG)(CONDUCTOR NO. 2) EA 0 $ TRAFFIC SIGNAL CABLES (TYPE A)(14 AWG)(CONDUCTOR NO. 4) EA 12 $ TRAFFIC SIGNAL CABLES (TYPE A)(14 AWG)(CONDUCTOR NO. 7) EA 0 $ TRAFFIC SIGNAL CABLES (TYPE A)(14 AWG)(CONDUCTOR NO. 9) EA 24 $ TRAFFIC SIGNAL CABLES (TYPE C)(14 AWG)(CONDUCTOR NO. 2) EA 0 $ INSTALL ROADSIDE FLASHING BEACON ASSEMBLIES EA 5 $14, RELOCATE ROADSIDE FLASHING BEACON ASSEMBLIES EA 0 #DIV/0! REMOVE ROADSIDE FLASHING BEACON ASSEMBLIES EA 0 #DIV/0! SOLAR-POWERED (PHOTOVOLTAIC) SCHOOL ZONE FLASHER ASSEMBLIES EA 5 $5, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(STR TYB) EA 0 $3, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(STR TY B)(LUM) EA 0 $4, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 24') EA 0 #DIV/0! INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 24')(LUM) EA 2 $5, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 28') EA 13 $4, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 28')(LUM) EA 7 $4, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 32') EA 10 $4, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 32')(LUM) EA 5 $5, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 36') EA 12 $4, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 36')(LUM) EA 15 $5, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 40') EA 10 $5, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 40')(LUM) EA 12 $5, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 44') EA 18 $5, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 44')(LUM) EA 2 $5, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 48') EA 15 $5, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 48')(LUM) EA 0 #DIV/0! INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 55')(LUM) EA 2 $20, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(1 ARM 60')(LUM) EA 8 $15, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(2 ARM 32-28') EA 0 $7, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(2 ARM 36-32') EA 0 $7, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(2 ARM 40-32') EA 0 $9, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(2 ARM 40-36') EA 0 $9, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(2 ARM 44-36') EA 0 #DIV/0! INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(2 ARM 44-36')(LUM) EA 0 $9, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(2 ARM 50-28') EA 0 $15, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(2 ARM 55-44') EA 0 $16, INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(LUM ARM 10') EA 0 $1,477.00

7 686.1 INSTALL TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)(STR C)(30')(LUM) EA 0 $4, RELOCATE TRAFFIC SIGNAL POLE ASSEMBLIES (STEEL)[TYPE] EA 8 $1, PEDESTAL POLE ASSEMBLY EA 22 $ VEHICLE LOOP DETECTORS SAW-CUT] L.F. 2 $ PEDESTRIAN DETECTORS [2 INCH PUSH BUTTON] EA 27 $ AUDIBLE PEDESTRIAN SIGNAL UNITS [TYPE] EA 3 $ SPREAD SPECTRUM RADIO EA 0 $2, ANTENNA [OMNI DIRECTIONAL] EA 0 $ COAXIAL CABLE EA 0 $ HELIAX CABLE EA 0 $ COMMUNICATION CABLE [22 AWG/6 PAIR] L.F. 0 $ COMMUNICATION CABLE [22 AWG/12 PAIR] L.F. 0 $ COMMUNICATION CABLE [22 AWG/25 PAIR] L.F. 0 $ COMMUNICATION CABLE [18 AWG/6 PAIR] L.F. 0 $ INTERNALLY LIGHTED STREET NAME SIGNS [ILSN SIGN 6' S] L.F. 20 $2, INTERNALLY LIGHTED STREET NAME SIGNS [ILSN SIGN 8' S] L.F. 17 $3, VIVDS PROCESSOR UNIT EA 36 $4, VIVDS CAMERA ASSEMBLY EA 36 $1, VIVDS CENTRAL CONTROL EA 0 $1, VIVDS SET-UP SYSTEM EA 36 $ VIVDS TEMPORARY EA VIVDS COMMUNICATION CABLE (COAXIAL) L.F. 32 $ VIVDS COMMUNICATION CABLE (FIBER OPTIC) L.F. 0 $ VIVDS VIDEO RECORDING EA EMERGENCY PREEMPTION EMITTER EA 0 $1, EMERGENCY PREEMPTION PHASE SELECTOR EA 20 $2, EMERGENCY PREEMPTION DETECTOR EA 30 $1, EMERGENCY PREEMPTION DETECTOR CABLE EA 30 $1.68