ESTIMATE OF QUANTITIES
S.H. CWE 56-1
WESTCHESTER COUNTY
CROSS WESTCHESTER EXPRESSWAY
1-287. STAGE III
CITY OF WHITE PLAINS
ALL DIMENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUILT REVISIONS
SIGNATURE DATE
ESTIMATE OF QUANTITIES
______STATE OF NE YORK
2 DEPARTMENT OF TRANSPORTATION
REGION 08
DOCUMENT NAME DATE DRAWING NO.
8T2952ESLO2.DGN I/I 7/06 EQ-2
ITEM NUMBER DESCRIPTION UNIT QUANTITY
402.376911 M PLANT PRODUCTIONQUALITY ADJUSTMENT TO 402.376901 M J 2160.0
407.01 M TACK COAT L 110800.0
490.30 M MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE in2 7730.0
490.40 M MISCELLANEOUS COLD MILLING OF PORTLAND CEMENT CONCRETE in2 300.0
502.6596 28 M CRACKING AND SEATING EXISTING PCC PAVEMENT in2 77477.0
520.5014 08 M SAW CUTTING. ASPHALT PAVEMENT. ASPHALT SURFACE COURSE. CONCRETE PAVEMENT OR ASPHALT OVERLAY ON CONCRETE PAVEMENT m 39197.0
551.0395 17 M PREDRILLING HOLES FOR PILES in 68.0
551.0460 17 M HOLES IN EARTH FOR SOLDER PILE AND LAGGING WALL m 323.0
551.04600117 M HOLES IN EARTH FOR SOLDIER PILE AND LAGGING WALL m 8870.5
551.04600217 M HOLES IN EARTH FOR SOLDER PILE AND LAGGING WALL in 107.0
551.04601127 M HOLES IN EARTH FOR SOLDIER PILE AND LAGGING WALL in 217.0
551.0461 17 M ROCK SOCKETS FOR SOLDIER PILE AND LAGGING WALL in 225.0
551.04610117 M ROCK SOCKETS FOR SOLDIER PILE AND LAGGING WALL in 1490.9
551.04610217 M ROCK SOCKETS FOR SOLDIER PILE AND LAGGING WALL in 84.0
551.04611117 M ROCK SOCKETS FOR SOLDIER PILE AND LAGGING WALL in 6.0
551 .0462 17 M INSTALLING SOLDIER PILES FOR SOLDIER PILE AND LAGGING WALL in 548.0
551.04620117 M INSTALLING SOLDIER PILES FOR SOLDIER PILE AND LAGGING WALL in 1255.1
551.04620217 M INSTALLING SOLDIER PILES FOR SOLDIER PILE AND LAGGING WALL in 2350.0
551.04620317 M INSTALLING SOLDIER PILES FOR SOLDIER PILE AND LAGGING WALL in 196.0
551.04621117 M INSTALLING SOLDIER PILES FOR SOLDIER PILE AND LAGGING WALL in 223.0
551.0463 17 M INSTALLING LAGGING FOR SOLDIER PILEAND LAGGING WALL ni2 657.0
551.04630117 M INSTALLING LAGGING FOR SOLDIER PILE AND LAGGING WALL in2 2356.6
551.04630217 M INSTALLING LAGGING FOR SOLDIER PILE AND LAGGING WALL in2 247.0
551.04631117 M INSTALLING LAGGING FOR SOLDIER PILE AND LAGGING WALL m2 303.0
551.1004 M STEEL BEARING PILE (HP 310 X 220 m 112.0
551.11 M CAST-IN-PLACE CONCRETE PILES in 4736.0
551.13 M FURNISHING EQUIPMENT FOR DRIVING PILES LS 1.0
551.60 17 M FURNISHING EQUIPMENT FOR INSTALLING DRILLED SHAFTS LS 1.0
551.96 17 M CROSSHOLE SONIC LOGGING (CSL) OF DRILLED SHAFTS LA 4.0
551.9949 17 M DRILLED SHAFTS in 32.0
552.22 M TEMPORARY TIMBER SHEETING in2 712.0
552.13 M TEMPORARY STEEL SHEETING in2 270.0
552.15 M INTERIM STEEL SHEETING in2 1942.0
552.26 M EXCAVATION PROTECTION SYSTEM in2 3778.0
553.020014 M COFFERDAMS (TYPE 2) EA 1.0
553.020015 M COFFERDAMS (TYPE 2) EA 1.0
553.020101 M COFFERDAMS (TYPE 2) EA 1.0
553.020901 M COFFERDAMS (TYPE 2) EA 1.0
553.030901 M TEMPORARY WATERWAY DIVERSION STRUCTURE EA 1.0
554.0105 M MECHANICALLY STABILIZED EARTH SYSTEM. NO COLOR. AS SHOWN ON PLANS in2 414.0
554.1001 17 M SOIL NAIL WALL SYSTEM (TEMPORARY) m2 275.0
554.9610 17 M GEOSYNTHETIC REINFORCED EARTH SYSTEM (PERMANENT) in’ 676.0
554.9620 17 M GEOSYNTHETIC REINFORCED EARTH SYSTEM (TEMPORARY) in’ 490.0
555.0104 M FOOTING CONCRETE CLASS A (ND CONCRETE CLASS SUBSTITUTIONS ALLOWED, EXCEPT AS PERMITTED IN SUBSECTION 555-3.12 in’ 2062.0
555.72 26 M ARCHITECTURAL PATTERNING OF CONCRETE SURFACES in2 2838.0
555.9701 16 M CONCRETE FOR STRUCTURES. CLASS HP (REINFORCEMENT INCLUDED AN O NO BAR LIST IN PLANS) rn3 5736.2
555.9702 16 M FOOTING CONCRETE, CLASS HP (REINFORCEMENT INCLUDED AND NO BAR LIST IN PLANS) & 3054.4
556.02019908 M ADJUSTMENT TO UNCOATED BAR REINFORCEMENT WHEN REINFORCEMENT IS INCLUDED IN STRUCTURAL CONCRETE ITEM kg 22500.0
556.02029908 M ADJUSTMENT TO EPOXY COATED BAR REINFORCEMENT WHEN REINFORCEMENT IS INCLUDED IN STRUCTURAL CONCRETE ITEM kg 22500.0
556.03 M STUD SHEAR C0I*IECTDRS FOR BRIDGES EA 51226.0
557.0101 M SUPERSTRUCTURE SLAB WITH INTEGRAL WEARING SURFACE - BOTTOM FORMWORK REQUIRED - TYPE I FRICTION in2 7457.0
557.0101 08 M SUPERSTRUCTURE SLAB WITH INTEGRAL WEARING SURFACE BOTTOM FORMWORK REQUIRED - TYPE I FRICTION (STAINLESS REINFD in’ 913.0
557.0103 M SUPERSTRUCTURE SLAB WITH INTEGRAL WEARING SURFACE - BOTTOM FORMWORK REQUIRED - TYPE 3 FRICTION in’ 908.0
557.2001 M STRUCTURAL APPROACH SLAB WITH INTEGRAL WEARING SURFACE - TYPE 1 FRICTION in’ 1937.0
5572001 08 M STRUCTURAL APPROACH SLAB WITH INTEGRAL WEARING SURFACE TYPE I FRICTION (STAINLESS REINFORCEMENT) in2 578.0
5572003 M STRUCTURAL APPROACH SLAB WITH INTEGRAL WEARING SURFACE - TYPE 3 FRICTION in2 309.0
557.30 M SIDEWALKS AND SAFETY WALKS in’ 2491.0
558.02 M LONGITUDINAL SAWCUT GROOVING OF STRUCTURAL SLAB SURFACE in’ 10179.6
559.1696 18 M PROTECTIVE SEALING OF STRUCTURAL CONCRETE in 5865.6
559.1896 18 M PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW BRIDGE DECKS AND BRIDGE DECK OVERLAYS in’ 10501.0
562.0101 M REINFORCED CONCRETE SPAN UNITS in’ 196.0
564.0503 M STRUCTURAL STEEL. TYPE 3 LS 1.0
564.0504 M STRUCTURAL STEEL. TYPE 4 LS 1.0
564.0505 M STRUCTURAL STEEL. TYPE 5 LS 1.0
564.0507 M STRUCTURAL STEEL. TYPE 7 LS 1.0
564.0508 M STRUCTURAL STEEL. TYPE 8 LS 1.0
561.0509 N STRUCTURAL STEEL, TYPE 9 LS 1.0
564.0510 N STRUCTURAL STEEL. TYPE 10 IS 1.0
564.0511 N STRUCTURAL STEEL, TYPE 11 LS 1.0
564.0512 U STRUCTURAL STEEL, TYPE 12 IS 1.0
565.1521 N TYPE ILR. EXPANSION BEARING (0 TO 1000 1(N) EA 10.0
565.1722 N TYPE U.R. FIXED BEARING (1001 TO 200.0 1(N) EA 5.0
565.2021 N TYPE E.B. FIXED BEARING (0 TO 250 1(N) EA 2.0
565.2024 U TYPE E.B. FIXED BEARING (751 TO 1000 1(N) EA 18.0
565.2025 N TYPE EL FIXED BEARING (OVER 1000 1(N) EA 45.0
565.2033 N TYPE E.8 EXPANSION BEARING (501 TO 750 1(N) EA 74.0
565.2034 N TYPE E.8 EXPANSION BEARING (751 TO 1000 1(N) EA 34.0
565.2035 U TYPE E.B EXPANSION BEARING (OVER 1000 1(N) EA 25.0
566.01 N NOOLLAR EXPANSION JOINT SYSTEM - ONE CELL in 109.9
567.60 N ARMORLESS BRIDGE JOINT SYSTEM in 246.0
568.70 N TRANSITION BRIDGE RAILING m 394.0
569.03 N VERTICAL FACED CONCRETE PARAPET in 573.0
569.04 N SINGLE SLOPE (HALF SECTION) CONCRETE BRIDGE BARRIER m 732.0
569.05 N SINGLE SLOPE (FULL SECTION) CONCRETE BRIDGE BARRIER m 39.0
570.01000318 N LEAD HEALTH AND SAFETY PROGRAM LS 1.0
570.01000419 N LEAD HEALTH AND SAFETY PROGRAM IS 1.0
570.01000518 N LEAD HEALTH AND SAFETY PROGRAM LS 1.0
570.01000718 U LEAD HEALTH AND SAFETY PROGRAM LS 1.0
570.01000818 N LEAD HEALTH AND SAFETY PROGRAM IS 1.0
570.01000918 N LEAD HEALTH AND SAFETY PROGRAM IS 1.0
570.01001018 U LEAD HEALTH AND SAFETY PROGRAM LS 1.0
570.01001118 N LEAD HEALTH AND SAFETY PROGRAM LS 1.0
570.01001218 U LEAD HEALTH AND SAFETY PROGRAM IS 1.0
570.02000318 N LEAD EXPOSURE CONTROL PROGRAM IS 1.0
570.02000418 U LEAD EXPOSURE CONTROL PROGRAM LS 1.0
570.02000518 N LEAD EXPOSURE CONTROL PROGRAM IS 1.0
570.02000718 U LEAD EXPOSURE CONTROL PROGRAM IS 1.0
570.02000818 N LEAD EXPOSURE CONTROL PROGRAM LS 1.0
570.02000918 N LEAD EXPOSURE CONTROL PROGRAM IS 1.0
570.02001018 N LEAD EXPOSURE CONTROL PROGRAM IS 1.0
570.02001118 N LEAD EXPOSURE CONTROL PROGRAM IS 1.0
570.02001218 N LEAD EXPOSURE CONTROL PROGRAM IS 1.0
570.090003 N ENVIRONMENTAL GROUND PROTECTION IS 1.0
570.090004 U ENVIRONMENTAL GROUND PROTECTION LS 1.0
570.090005 U ENVIRONMENTAL GROUND PROTECTION LS 1.0
510.090007 U ENVIRONMENTAL GROUND PROTECTION LS 1.0
570.090000 N ENVIRONMENTAL GROUND PROTECTION 15 1.0
570.090009 N ENVIRONMENTAL GROUND PROTECTION LS 1.0
570.090010 N ENVIRONMENTAL GROUND PROTECTION IS 1.0
570.090021 N ENVIRONMENTAL GROUND PROTECTION LS 1.0
570.090012 N ENVIRONMENTAL GROUND PROTECTION LS 1.0
570.12 16 N LOCALIZED VACIJJM CONTAINED CLEANINGSTRUCTURAL STEEL - PLANAR SURFACES in2 199.5
571.010003 N TREATMENT AND DISPOSAL OF PAINT REMOVAL WASTE in3 1.0
571.010004 N TREATMENT AND DISPOSAL OF PAINT REMOVAL WASTE in 1.0
511.010005 U TREATMENT AND DISPOSAL OF PAINT REMOVAL WASTE m 1.0
571.010007 U TREATMENT AND DISPOSAL OF PAINT REMOVAL WASTE in3 1.0
571.010008 N TREATMENT AND DISPOSAL OF PAINT REMOVAL WASTE in3 1.0
571.010009 N TREATMENT AND DISPOSAL OF PAINT REMOVAL WASTE m3 1.0
571.010020 U TREATMENT AND DISPOSAL OF PAINT REMOVAL WASTE m3 1.0
571.010011 N TREATMENT AND DISPOSAL OF PAINT REMOVAL WASTE in3 1.0
571.010012 U TREATMENT AND DISPOSAL OF PAINT REMOVAL WASTE in3 1.0
576.02 N SCUPPERS (TYPE B) EA 13.0
57621 N DOWNSPOUT SYSTEM (PVC) in 159.0
580.01 N REMOVAL Of STRUCTURAL CONCRETE in3 37.0
585.01 U STRUCTURAL LIFTING OPERATIONS - TYPE A EA 5.0
585.02 U STRUCTURAL LIFTING OPERATIONS - TYPE B EA 3.0
585.03 N STRUCTURAL LIFTING OPERATIONS - TYPE C EA 3.0
586.01 N DRILLING AND GROUTING BOLTS, OR REINFORCING BARS Mm 414000.0
586.20012216 U DRILLING AND GROUTING ANCHOR BOLTS AND REBARS IN CONCRETE EA 10.0
595.50 15 U MEMBRANE WATERPROOFING SYSTEM in2 105.0
595.52 18 N MEMBRANE WATERPROOFING SYSTEM FOR CULVERTS in2 532.0
602.3508 N LINING WITH POLYESTER FORMED IN PLACE PIPE LINER. 200 MN DIAMETER in 230.0
602.3510 M LINING WITH POLYESTER FORMED IN PLACE PIPE LINER, 250 MM DIAMETER in 110.0
6023512 M LINING WITH POLYESTER FORMED IN PLACE PIPE LINER, 300 MM DIAMETER in 235.0
603.1615 25 M CORRUGATED STEEL PIPE INTERCEPTOR DRAIN. 375 MM DIAMETER. 16 GAUGE (CONCRETE ENCASEMENT) in 560.0
603.6001 M REINFORCED CONCRETE PIPE CLASS III. 300 MILLIMETER DIAMETER in T6.5
603.6002 M REINFORCED CONCRETE PIPE CLASS III. 375 MILLIMETER DIAMETER in 55.0
603.6003 M REINFORCED CONCRETE PIPE CLASS In. 450 MILLIMETER DIAMETER in 868.5
603.6004 M REINFORCED CONCRETE PIPE CLASS III, 525 MILLIMETER DIAMETER in 112.0
603.6005 M REINFORCED CONCRETE PIPE CLASS III. 600 MILLIMETER DIAMETER in 250.0
603.6007 M REINFORCED CONCRETE PIPE CLASS III. 750 MILLIMETER DIAMETER in 329.0
603.6011 M REINFORCED CONCRETE PIPE CLASS III. 1200 MILLIMETER DIAMETER in 118.0
603.6012 M REINFORCED CONCRETE PIPE CLASS III. 1350 MILLIMETER DIAMETER in 33.0
603.6013 M REINFORCED CONCRETE PIPE CLASS III. 1500 MILLIMETER DIAMETER in 51.0
603.6205 M REINFORCED CONCRETE PIPE CLASS V. 600 MILLIMETER DIAMETER in 26.0
603.6210 M REINFORCED CONCRETE PIPE CLASS V. 1050 MILLIMETER DIAMETER in 142.0
603.63180915 M PRECAST CONCRETE BOX CULVERT (FILL HEIGHT LESS THAN 0.6W in 145.0
603.64552815 M PRECAST CONCRETE BOX CULVERT WILL HEIGHT O.6M OR GREATER) in 19.0
603.6601 M REINFORCED CONCRETE HORIZONTAL ELLIPTICAL PIPE. CLASS HE II 365 MILLIMETER RISE. 575 MILLIMETER SPAN in 38.0
603.67 01 M PRECAST CONCRETE WINGWALL UNITS FOR BOX CULVERTS in2 142.0
603.7303 M REINFORCED CONCRETE PIPE END SECTIONS 450 MILLIMETER DIAMETER EA 1.0
603.77 M CONCRETE COLLARS EA 117.0
603.9812 04 M DUCTILE IRON SEWER PIPE AND FITTINGS 12 NI’S in 711.0
603.9860 M SMOOTH INTERIOR POLYETHYLENE CULVERT PIPE AND STORM DRAIN PIPE - 1500 LeA DIAMETER in 243.5
604.070801 M ALTERING DRAINAGE STRUCTURES. LEACHING BASINS AND MANHOLES EA 1.0
604.070802 M ALTERING DRAINAGE STRUCTURES. LEACHING BASINS AND MANHOLES EA 1.0
604.300673 M RECTANGULAR DRAINAGE STRUCTURE TYPE F FOR CAST IRON F3 FRAME in 47.0
604.300773 M RECTANGULAR DRAINAGE STRUCTURE TYPE G FOR CAST IRON F3 FRAME in 2.5
604.301192 (4 RECTANGULAR DRAINAGE STRUCTURE TYPE K FOR PARALLEL BAR ‘12 PCB FRAME m 26.0
604301222 M RECTANGULAR DRAINAGE STRUCTURE TYPE L FOR •22 WELDED FRAME in 15.5
604.301292 M RECTANGULAR DRAINAGE STRUCTURE TYPE L FOR PARALLEL BAR ‘12 PCB FRAME in 7.5
604.301573 M RECTANGULAR DRAINAGE STRUCTURE TYPE 0 FOR CAST IRON F3 FRAME in 3.7
604.301592 M RECTANGULAR DRAINAGE STRUCTURE TYPE 0 FOR PARALLEL BAR ‘12 PCB FRAME in 5.0
604.301622 M RECTANGULAR DRAINAGE STRUCTURE TYPE P FOR ‘22 WELDED FRAME in 4.2
604301673 M RECTANGULAR DRAINAGE STRUCTURE TYPE P FOR CAST IRON F3 FRAME in 9.7
604.301692 M RECTANGULAR DRAINAGE STRUCTURE TYPE P FOR PARALLEL BAR ‘12 PCB FRAME in 15.0
604.302192 M RECTANGULAR DRAINAGE STRUCTURE TYPE U FOR PARALLEL BAR ‘12 PCB FRAME in 15.5
604.4048 M ROUND PRECAST CONCRETE MANHOLE TYPE 48 in 28.0
604.4060 M ROUND PRECAST CONCRETE MANHOLE TYPE 60 in 27.0
604.4072 M ROUND PRECAST CONCRETE MANHOLE TYPE 72 in 222
604.4096 M ROUND PRECAST CONCRETE MANHOLE TYPE 96 in 31.5
604.500801 M SPECIAL DRAINAGE STRUCTURE in 15.5
604.500802 M SPECIAL DRAINAGE STRUCTURE in 1122
604.500803 M SPECIAL DRAINAGE STRUCTURE in 32
604.50170108 M UNDERGROUND STORMWATER DETENTION SYSTEM EA 1.0
604.50170208 M UNDERGROUND STORMWATER DETENTION SYSTEM EA 1.0
604.5D1 70308 M UNDERGROUND STORMWATER DETENTION SYSTEM EA 1.0
605.0901 M UNDERDRAIN FILTER TYPE 1 in3 1675.0
605.0902 08 M UNDERDRAIN FILTER TYPE 1 (MODIFIED) ii? 124.0
605.1 DOl M UNDERDRAIN FILTER TYPE 2 in3 1030.0
605.1501 M PERFORATED CORRUGATED POLYETHYLENE UNDERDRAIN TUBING, 102 MILLIMETER DIAMETER in 670.0
605.1701 M OPTIONAL UNDERDRAIN PIPE. 100 MILLIMETER DIAMETER in 17325.0
605.1702 M OPTIONAL UNDERDRAIN PIPE, 150 MILLIMETER DIAMETER in 100.0
606.30420108 M SINGLE SLOPE TRAFFIC BARRIER ASYMMETRIC (OPTIONAL) in 1417.0
606.3051 M SINGLE-SLOPE CONCRETE MEDIAN BARRIER -WIDE (OPTIONAL) in 2176.0
606.3061 M SINGLE-SLOPE CONCRETE HALF SECTION BARRIER (OPTIONAL) in 4312.0
606.32 M HEAVY POST BLOCKED-OUT CORRUGATED BEAM GUIDE RAILING in 5926.0
606.32D001 M HEAVY POST BLOCKED-OUT CORRUGATED BEAM GUIDE RAILING (SHOP CURVED) in 98.0
606.3261 15 M TRANSITION - HEAVY POST BLOCKED-OUT CORRUGATED BEAM GUIDE RAILING - CONCRETE BARRIER EA 7.0
606.33 M HEAVY POST BLOCKED-OUT CORRUGATED BEAM MEDIAN BARRIER in 176.0
606.34 M ANCHORAGE UNITS FOR HEAVY POST BLOCKED— OUT CORRUGATED BEAM GUIDE RAILING EA 29.0
606.34 15 M END TERMINAL FOR HEAVY POST BLOCKED OUT CORRUGATED GUIDERAIL ET 2000+. WOOD POSTS EA 27.0
606.71 M REMOVING AND DISPOSING CORRUGATED BEAM GUIDE RAILING in 12248.0
606.72 M REMOVING AND DISPOSING CORRUGATED BEAM MEDIAN BARRIER in 2900.0
606.73 M REMOVING AND DISPOSING BOX BEAM GUIDE RAILING in 681.0
606.74 M REMOVING AND DISPOSING BOX BEAM MEDIAN BARRIER in 22.0
606.7510 M REMOVING AND DISPOSING CONCRETE BARRIER - HALF SECTION in 136.0
606.7910 M REMOVING AND DISPOSING ANCHORAGE UNITS FOR CORRUGATED BEAM GUIDE_RAILING_AND_MEDIAN_BARRIER EA 39.0
606.7920 U REMOVING AND DISPOSING BOX BEAM GUIDE RAILING END ASSEMBLY EA 5.0
607.0098 11 U STEEL FENCE 1220 hI HIGH in 60.0
607.0099 11 U DOUBLE GATE FOR STEEL FENCE 1220 HIGH EA 1.0
607.0512 U VINYL COATED STEEL CHAIN-LINK FENCE ON PLASTIC COATED FRAME WITH TOP RAIL 1830 MILLIMETER HIGH m 222.0
607.0640 16 U PEDESTRIAN FENCING FOR BRIDGES in 1226.5
60721 11 U REMOVE AND DISPOSE OF CHAIN LINK FENCE in 4605.0
60722 11 U REMOVE AND DISPOSE OF EXISTING FENCE POST WITH ATTACHED ANCHOR PLATE EA 1535.0
607.3202 U OPTIONAL CHAIN-LINK FENCE, TYPE II, WITH TOP RAIL 1830 MILLIMETER HIGH in 2784.0
607.9904 08 U PRECAST CONCRETE PANELS in2 1041.8
607.99050208 U PRECAST CONCRETE NOISE BARRIER/RETAINING WALL SYSTEM, EXPOSED AGGREGATE FINISH in2 21766.0
608.0101 U CONCRETE SIDEWALKS AND DRIVEWAYS in3 390.0
600.020101 U ASPHALT CONCRETE SIDEWALKS. DRIVEWAYS AND BICYCLE PATHS t 48.0
608.03 91 U SURFACE APPLIED DETECTABLE WARNING UNITS in2 19.0
608.51 24 U STAMPED DETECTABLE WARNING in2 42.2
609.0101 U STONE CURB, (TYPE A) in 18.0
609.0201 U STONE CURB. GRANITE. (TYPE A) in 971.0
609.0301 U STONE CURB - BRIDGE (TYPE A) m 552
609.0302 U STONE CURB — BRIDGE (TYPE Fl) in 673.0
609.0401 U CAST-IN-PLACE CONCRETE CURB TYPE VFI5O in 1173.0
610.0195 08 U LEAF COMPOST in3 40.0
610.0203 U ESTABLISHING TURF in2 25025.0
611.010174 U PLANTING MAJOR DECIDUOUS TREE SPECIES (SEE CONTRACT DOCL(NTS) 80 h( CALIPER B&B,NURSERY GROWN EA 55.0
611.020183 U PLANTING MINOR DECIDUOUS TREE SPECIES (SEE CONTRACT DOCUMENTS) 40 Il CALIPER BALLED & BURLAPPED, NURSERY GROWN EA 19.0
611.030183 U PLANTING CONIFEROUS TREE SPECIES (SEE CONTRACT DOCUMENTS) 2.50 METER HEIGHT B&B, NURSERY GROWN EA 59.0
612.01 U SODDING INCLUDING TOP SOIL BED in2 2288.0
613.0101 U TOPSOIL in3 842.0
615.03 U WATERING VEGETATION KL 894.0
615.0402 08 U TREE/VEGETATION PROTECTION BARRIER in 1125.0
619.01 U BASIC MAINTENANCE AND PROTECTION OF TRAFFIC IS 1.0
619.0195 15 U LANE RENTAL PAYMENTS AND ASSESSMENTS - HOURLY BASIS LS 1.0
619.02 U CONSTRUCTION SIGNS LS 1.0
619.0303 U FLASHING ARROW BOARDS LS 1.0
619.0413 U TYPE III CONSTRUCTION BARRICADE m 47.0
619.0502 U LIGHTING FOR CONSTRUCTION BARRICADES in 47.0
619.0601 U TEMPORARY STRUCTURES AND APPROACHES NO 1 EA 1.0
619.0602 U TEMPORARY STRUCTURES AND APPROACHES NO 2 EA 1.0
619.0607 U TEMPORARY STRUCTURES AND APPROACHES NO 7 EA 1.0
619.13 U TEMPORARY TRAFFIC SIGNALS IS 1.0
619.1504 15 U SHORT-TERM PAVEMENT MARKINGS (TOP COURSE) in 50238.0
619.1612 U MAINTAIN TRAFFIC SIGNAL EQUIPMENT (REQUIREMENT B) INTm 234.0
619.17 U TEMPORARY CONCRETE BARRIER m 25940.0
619.2101 U CONSTRUCTION ZONE PAVEMENT MARKING STRIPES(OPTIONAL) in 190000.0
619.2101 08 U CELL PHONE OPERATED SOLAR PORTABLE VARIABLE MESSAGE SIGN - LIGHT EMITTING DIODE FULL MATRIX EA 6.0
619.2102 U CONSTRUCTION ZONE PAVEMENT MARKING LETTERS (OPTIONAL) EA 60.0
619.2103 U CONSTRUCTION ZONE PAVEMENT MARKING SYMBOLS (OPTIONAL) EA 15.0
619.2103 14 U PORTABLE VARIABLE-MESSAGE SIGNS (LED W/ RADAR) EA 4.0
619.3555 11 U ABSORB 350 TL3 SYSTEM FOR W’ - (DELIVER A INSTALL) EA 4.0
619.3608 08 U MOVEABLE BARRIER TRANSFER MACHINE (NDTU) (DELIVER. OPERATE AND MAINTAIN) EA 1.0
619.3612 08 U MOVEABLE CONCRETE TRAFFIC BARRIER (SUPPLY AND REMOVE) in 5800.0
619.4202 15 U CONSTRUCTION ZONE REUSABLE ENERGY ABSORBING CRASH TERMINAL (REACT 350) MODEL 350.6 EA 34.0
619.55000108 U DEDICATED POLICE SERVICES LS 1.0
619.55000208 U DEDICATED POLICE SERVICES LS 1.0
619.6661 15 U TEMPORARY MODULAR GLARE SCREEN in 400.0
619.6730 15 U LIGHTING FOR NIGHTTIME OPERATIONS LS 1.0
619.6802 15 U TEMPORARY INERTIAL BARRIER MODULE (180 KILOGRAMS) EA 2.0
619.6803 15 U TEMPORARY INERTIAL BARRIER MODULE (320 KILOGRAMS) EA 4.0
619.6804 15 U TEMPORARY INERTIAL BARRIER MODULE (640 KILOGRAMS) EA 6.0
620.03 U STONE FILLING (LIGHT) in3 549.0
620.04 U STONE FILLING (MEDIUM) m’ 97.0
620.05 U STONE FILLING (HEAVY) m3 314.0
623.12 U CRUSHED STONE. (IN-PLACE MEASURE) m3 6.0
623.12 08 U CRUSHED STONE (IN PLACE MEASURE) MODIFIED in3 57.0
625.01 U SURVEY AND STAKEOUT LS 1.0
625.04 U CONCRETE RIGHT-OF-WAY MARKER TYPE I (LOW) EA 46.0
625.05 U STEEL PIN AND CAP RIGHT-OF-WAY MARKER EA 7.0
632.16 17 U CONCRETE CRIB TYPE RETAINING WALL T-WALL in2 763.0
632.17 17 M BACKFILL FOR CONCRETE CRIB TYPE RETAINING WALL T-WALL m3 1343.0
633.0504 08 II CLEANING & FILLING JOINTS AND CRACKS IN ASPHALT CONCRETE PAVE. CONCRETE PAVE AND ASPHALT OVERLAY ON CONCRETE PAVE LS 1.0
633.11 II CLEANING EXISTING PAVEMENT AND/OR SHOULDERS in’ 98675.0
633.15 II REMOVAL AND REPAIR OF LOOSE, BROKEN. OR SPALLED PCC PAVEMENT in2 500.0
634.99 17 N BUILDING CONDITION SURVEY LS 1.0
637.03 M CONCRETE CYLINDER CURING BOX EA 13.0
637.10 M CHAMP MANAGEMENT SYSTEM DC 3500.0
637.13 11 M ENGINEER’S OFFICE - TYPE F MMTh 43.0
63720 20 U MOBILE TELEPHONE DC 30000.0
637.3501 20 M DESKTOP COMPUTER DC 12000.0
637.3502 20 M LAPTOP COMPUTER DC 6000.0
637.3503 20 M PORTABLE COMPUTER DOCKING SYSTEM DC 1000.0
637.3506 20 M LOCAL AREA NETWORK (LAN) DC 1500.0
637.3507 20 U PRINTER (8.5 X 11) DC 1000.0
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