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Home My WebLink AboutTED4003224.2T O 6 W SCHEDULE A SUMMARY OF QUANTITIES SCHEDULE SEE SPECIAL PROVISION SECTION 1-07.2 (PA RAG RAPH 2) SEE SPECIAL PROVISION SECTION 1-07.2 (PARAG RAP IH 1) ITEM # QTY QTY (State) QTY (Renton) UNITS ITEM PREPARATION 101 1 1 LS MOBILIZATION 102 1 1 LS CLEARING AND GRUBBING 103 14 10 4 EA REMOVE DRAINAGE STRUCTURE - 104 --- --- 822 468 354 LF REMOVE STORM SEWER PIPE 105 1200 575 625 SY REMOVE SIDEWALK INCL. HAUL 106 2080 1167 913 LF REMOVE CURB AND GUTTER INCL. HAUL 107 140 140 LF REMOVE EXTRUDED CURB 108 1 1 LS REMOVE EXISTING TRAFFIC MARKINGS - GRADING . 109 1120 820 300 CY ROADWAY EXCAVATION INCL. HAUL _ 110 2400 1525 875 SY PLANING BITUMINOUS PAVEMENT STORM SEWER 111 13 13 LF CLASS IV REINF. CONC. STORM SEWER PIPE 12 IN. DIAM. 112 1779 1200 579 LF i CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM. 113 228 228 0 LF CORRUGATED POLYETHYLENE STORM SEWER PIPE 18 IN. DIAM. 114 378 64 314 LF CORRUGATED POLYETHYLENE STORM SEWER PIPE 24 IN. DIAM. 115 11 8 3 EA CATCH BASIN TYPE 1 116 19 8 11 EA CATCH BASIN TYPE 2 48 IN. DIAM. _ 117 _ _ _ 50 _ _ 50 CY GRAVEL BACKFILL FOR TRENCH _ WATER 118 1 4 1 3 EA MOVING EXISTING HYDRANTS 119 1 4 1 3 1 EA WATER METER RELOCATION SURFACING 120 405 320 85 TON CRUSHED SURFACING BASE COURSE -HOT MIX ASPHALT ----------- 121 -- -- 2300 1550 - - 750 TON HMA CL 1I2 IN. PG 64-22 EROSION CONTROL AND PLANTING 122 0.07 0.07 1 ACRE SEEDING FERTILIZING AND MULCHING 123 1 1 FA TEMPORARYWATER POLLUTION CONTROL -_ - - - TRAFFIC_ _ - -- 124 1970 1015 - - 955 -- - LF -- CEMENT CONC. TRAFFIC CURB AND GUTTER 125 318 318 LF TYPE C BLOCK TRAFFIC CURB 126 65 65 LF REMOVING AND RESETTING BEAM GUARDRAIL 127 1329 387 942 LF PAINT LINE 128 799 799 SF PLASTIC CROSSWALK LINE 129 22 13 9 EA PLASTIC TRAFFIC ARROW 130 2 0l 2 EA PLASTIC TRAFFIC LETTER 131 9 0 9 EA PLASTIC BICYCLE LANE SYMBOL 132 27 19 8 HUND RAISED PAVEMENT MARKER TYPE 1 133 4 31 1 HUND RAISED PAVEMENT MARKER TYPE 2 134 -- 1 1 LS PERMANENT SIGNING 135 1 1 LS ILLUMINATION SYSTEM _ 136 1 1 LS TRAFFIC SIGNAL SYSTEM 137 1 1 LS TRAFFIC CONTROL OTHER ITEMS 138 2193 12:35 958 CY STRUCTURE EXCAVATION CLASS B INCL. HAUL 139 13214 8067 5147 SF SHORING OR EXTRA EXCAVATION CLASS B 140 685 404 281 CY GRAVEL BACKFILL FOR PIPE ZONE BEDDING --- - --- 141 6 1 5 EA PLUGGING EXISTING PIPE 142 1 1 LS CONTRACTOR SUPPLIED SURVEYING 143 _ 1290 650 640 SY CEMENT CONC. SIDEWALK 144 28 0 28 SY CEMENT CONC. DRIVEWAY ENTRANCE TYPE 1 145 195 109 86 SY CEMENT CONC. DRIVEWAY ENTRANCE TYPE 4 146 2 2 EA CEMENT CONC. SIDEWALK RAMP TYPE 1 A 147 2 2 EA CEMENT CONC. SIDEWALK RAMP TYPE 2B 148 5 3 2 EA CONNECT TO EXISTING CATCH BASIN 149 7 3 4 EA CONNECT STRUCTURE TO EXISTING PIPE 150 1 0 1 EA ADJUST MANHOLE 151 10 5 5 EA ADJUST CATCH BASIN 152 13 6 7 EA LOCKING SOLID METAL COVER AND FRAME FOR CATCH BASIN 153 1 1 LS TRIMMING AND CLEANUP 154 1 1 FA RESOLUTION OF UTILITY CONFLICTS 155 1 1 FA MINOR CHANGES 156 1 1 FA ARCHAEOLOGICAL AND HISTORICAL SALVAGE 157 1 1 LS STORMWATER DETENTION VAULT 158 - ---- 1 1 LS STORMWATER WET VAULT 159 1 1 FA UTILITY POTHOLING 160 1 1 1 i I LS SPCC PLAN FED. AID NO. STPH-0900(21) w 33301 9TH AVENUE SOUTH �� °� ��g0°� w� `i-i•� CALL 48 HOURS FEDERAL WAY, WASHINGTON � RAL V SSI�NALG BEFORE YOU DIG BERGER/ABAM 98003-2600 E N G I N E E R S I N c. VOICE: (206)431-2300 1-$00-424-JJrJJ EXPIRES 6/4/2011 FAX: (206)431-2250 REVISION ITEM # QTY UNITS ITEM WATER 201 1 LS SHORING DESIGN CONSTRUCTION AND MAINTENANCE 202 330 LF 16" DIA. DUCTILE IRON WATER MAIN & FITTINGS 203 1 EA 12" GATE VALVE ASSEMBLY 204 1 EA 8" GATE VALVE ASSEMBLY 205 1 EA HYDRANTASSEMBLY 206 2 EA CONNECTION TO EXISTING WATER MAINS 207 250 TON SELECT TRENCH BACKFILL FOR WATER MAIN 208 20 TON FOUNDATION MATERIAL FOR WATER MAIN 209 137 TON HMA CL 1/2 IN. PG 64-22 210 10 CY CONCRETE FOR THRUST BLOCKINGS 211 1 LS REMOVAL OF EXISTING WATER UTILITIES SCHEDULE C ITEM # QTY UNITS-1—ITEM SANITARY SEWER 301 1 LS MOBILIZATION &DEMOBILIZATION 302 1 LS TRENCH EXCAVATION SAFETY SYSTEM 303 1 LS TEMPORARY E ROSION/S E DIME NTATION CONTROLS 304 1 LS CONSTRUCTION SURVEYING STAKING AND AS-BUILTS 305 1 LS LANDSCAPE RESTORATION 306 1255 LF TELEVISION INSPECTION OF SANITARY SEWERS 307 1200 LF 15-INCH DIAMETER PVC SEWER PIPE 308 55 LF 8-INCH DIAMETER PVC SEWER PIPE 309 200 LF 6-INCH DIAMETER PVC SIDE SEWER PIPE 310 3 EA 54-INCH DIAMETER SANITARY SEWER MANHOLE 311 5 EA 48-INCH DIAMETER SANITARY SEWER MANHOLE 312 1 EA 48-INCH DIAMETER CUT -IN SANITARY SEWER MANHOLE 313 5 EA CONNECTIONS TO EXISTING MANHOLES 314 20 CY ABANDON EXISTING SANffARYSYSTEM SEWER MAIN 315 4 EA ABANDON EXISTING SANITARY SYSTEM SEWER MANHOLE 316 70 TON FOUNDATION GRAVEL 317 1570 TON SELECT IMPORTED TRENCH BACKFILL 318 340 TON CRUSHED SURFACING BASE COURSE 319 250 TON HMA CL 1/2 IN. PG 64-22 320 20 SY REMOVE/REPLACE CONCRETE SIDEWALK AND DRIVEWAYS 321 30 LF REMOVE/REPLACE CONCRETE CURB AND GUTTER SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1903/1991 17 DATUM CITY OF RENTON Manning/Building/Public Works Dept. RECORD DRAWING INFORMATION SHOWN ON RECORD DRAWINGS FOR LOCATIONS AND ELEVATIONS OF FEATURES WERE PROVIDED BY THE CITY OF RENTON AND/OR ITS CONSTRUCTION CONTRACTOR. BERGERABAM ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION, R 322412 NE SUNSET BOULEVARD (SR 900)/ DUVALL AVE NE INTERSECTION IMPROVEMENTS SUMMARY OF QUANTITIES 6/03/09 PAGE: DRAWING NO: SQ1 SHEET: n OF: 30 Lost Saved on Tue Jul 07 2009 at 11.-06AU by Angel.monla/uo Re Nome. 0.- I Federa/Woy 12004 IFAPWT-04-031 I CAM I dwgs I Chonne/izofion I S0-01. dwg Scale.- 1 j jl, 11 R "3j P-0�* c k