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1205 - 87th Street and 91st Avenue Revised Cost for Drainage Design Changes <br />3/18/20M <br />Original Quandties Now Quantities <br />Payltern <br />Number* <br />Pay Item Description* <br />Quantity <br />Unit <br />Current <br />Contract Unit <br />Cost <br />SubtotelCost <br />3 78 600.00 <br />Roadway <br />MOBILIZATION DEMORIUMON <br />MAINTENANCEOFTRAFFIC <br />1 <br />1 <br />LS <br />LS <br />S 78880.00 $ 7888000 <br />$ 84 00.00 S 64,500,00 <br />EROSION AND WATER POLLUTION <br />CONTROL <br />1 <br />LS <br />S <br />500,00 <br />500.00 <br />LS <br />CtE'ARINGNDGRUBBING <br />1 <br />LS <br />FA <br />2450-00 <br />82.40 <br />5108.20 <br />MAILBOX EMOVE ANO RES <br />62 <br />EA <br />$ <br />82.40 $ S 109.80 <br />2,245 <br />REGULAR EXMVATLON <br />1 6 <br />CY <br />$ <br />&80 $ 0EMBANKMENT <br />FiE <br />1997 <br />CY <br />$ <br />132026 0EXCAVATION <br />$ <br />FOR STRUCTURES <br />1200 <br />C <br />3 <br />8.80 $ 10 00 <br />21.53 <br />OPTIONALBASEGROUP4(6' COQUINA <br />40 <br />SY <br />$ <br />16.50 <br />2S 1-00 <br />3 <br />SUPEpPAVE ASPHAUICCONCRETE (SP - <br />ROADWAY APRONS <br />1400 <br />SY <br />S <br />21.69 $ 90142.00 <br />EA <br />gASSICONCRETE ENDWALIS <br />30 <br />CY <br />805.00 <br />18]5-00REINFORCEMENT <br />5 <br />STEEL ROADWA <br />780 <br />LOS <br />S <br />220 <br />1716.00 <br />42S-1-521 <br />INLETS, (DITQt BOTTOM) (TYPE C-) <br />d0 <br />24 <br />EA <br />S <br />20040 <br />S 80040 <br />4ZS-1-551 <br />INLETS, (DITCH BOTTOM) (TYPE'E') <br />a <br />9 <br />EA <br />S <br />725.01 <br />175.03 <br />25.2.42 <br />MANHOLE P7 >10 <br />4 <br />EA <br />$ <br />800.00 <br />11 00 <br />425-S-1 <br />VALVES ADJUST <br />13 <br />EA <br />i <br />80.00 <br />.00 <br />430.174-112 <br />PIPE CULVERT ACMP ROUND (12' SDI <br />1532 <br />LF <br />LF <br />26.40 S 40444.80 <br />430.174 -UM PIPE CULVEI(F RCP ROUND 12' SD <br />870 <br />LF <br />LF <br />BOAS <br />33 1.50 <br />30.174115 PIPECULVERT ACNP ROUND >5'S0 <br />746 <br />LF <br />3 <br />3525 Si 7,261.50 <br />430.174-11SA PIPECULVERT RCP UND IS"SD <br />955 <br />LF <br />$ <br />35.20. <br />lk496.00 <br />430.174-336 PIPE CULVERT RCMP ROUND 18'50 <br />120 <br />LF <br />S <br />38.50 <br />S 4620.00 <br />430.174.318A PIPE CULVERT RCP ROUND (18" SDI <br />924 <br />LF <br />62 040.00 <br />44.00 <br />14i.S&00 <br />430.174-124 PI PE CULVERT ACMP ROUND 241 SDI <br />217 <br />IF <br />$ <br />53.00 $ 11 1.00 <br />430-174-136 PIPE CULVERT RCP IFtOuNpI j36"Sal0 <br />890.00 <br />LF <br />S <br />EA <br />430.174-148 PIPE ROUND 48'50 <br />16 <br />LF <br />FA <br />210.00 <br />g ,00 <br />PIPECULVERTRCP(EWPTICAL (23"44' <br />430.174.215 SD) <br />26 <br />LF <br />$ <br />77.00 $ 2=00 <br />430-9634 PVC BACK OF SIDEWALK DRAINAGE <br />0 <br />EA <br />S <br />25.00 <br />5825.00 <br />MITERED END SECTION (OPTIONAL <br />30-984121 ROUND SD) I>2 <br />88 <br />EA <br />$ <br />600.00 <br />S8,060,00 <br />MITERED END SECFION (OPTIONAL <br />430-984-173 ROUND So ss' <br />21 <br />EA <br />3 <br />770.0 <br />1617040 <br />MTEREDENDSECTIX4 OPTIONAL <br />430.994 -IB ROUND SD 18 <br />14 <br />EA <br />$ <br />090.00 <br />19 ,00 <br />MITERIED, ECIION OPTIONAL <br />30.984-129 ROUND SD 24' <br />3 <br />EA <br />S <br />1 100.00 <br />00.00 <br />3300-MWF <br />MITBtED lJ4D SECTION (ELLIPTICAL) <br />430.984.629 145t79" <br />3 <br />EA <br />$ <br />770.00 <br />t Z310.00 <br />SSS -34 PIPE HANDRAI GUIDERAIL ALUMINU <br />212 <br />IF <br />$ <br />68.00 $ 31 2.00 <br />5204-10 CONCRETE NRB GUTTER TYPE <br />0 <br />LF <br />522-2 CONCRETE SIDEWALK6'THICK <br />9,100 <br />SY <br />$96,698.7 <br />323 5-00 <br />27-2 DETECTABLE WARNINGS <br />947 <br />SF <br />26516.00 <br />SAND CEMENT HEADWALL (FOR 36"530:1 PIPE <br />0 <br />CY <br />550-3.4 RE OVE & RESET 4fi00T CL FENCE <br />O <br />LF <br />p$2&00 <br />70-1.2 PERFORMANCETURF SOD BAH <br />21 91 <br />CY <br />THERMOPLASTIC STANDARD WHISOLID 12 <br />905LF <br />342940 <br />THERMOPIA. STIC (STANDARD) (WHITE) <br />711-11-125 SOLID) (241 <br />60 <br />LF <br />$ <br />3.50 <br />210.00 <br />Work Force Account <br />Quand <br />Unit <br />mn <br />Contract <br />Contract Uldt <br />Subtotal Cost <br />1 <br />LS <br />3 78 600.00 <br />S 78 880.00 <br />1 <br />LS <br />$64,500.00 <br />64 00,00 <br />1 <br />LS <br />S 22 OD <br />S 2250D40 <br />1 <br />LS <br />S 24 5011.011 <br />24 50040 <br />62 <br />FA <br />4 <br />82.40 <br />5108.20 <br />1,299 <br />CY <br />$ <br />&80 <br />31.20 <br />2,245 <br />CY <br />$ <br />1320 <br />2969440 <br />1.200 <br />CY <br />6,80 <br />10 60,00 <br />40 <br />SY <br />$ <br />16.60 <br />25 410.00 <br />1,400 <br />SY <br />S <br />21.53 <br />30142.00 <br />30 <br />Cr <br />3 <br />605.00 <br />]B 150.00 <br />780 <br />LBS <br />3 <br />220 <br />716.00 <br />26 <br />EA <br />S 2 200.E <br />57 I004o <br />3EA <br />S 2,725.01 <br />$ 8 17S.03 <br />5 <br />EA <br />6 <br />2800-00 <br />14W0,00 <br />39 <br />Fit <br />$ <br />0020 <br />1,040M <br />1 664 <br />LF <br />S <br />26.40 <br />929.60 <br />855 <br />LF <br />3 <br />38.46 $ W743S <br />1,203 <br />LF <br />S <br />35.25 <br />S 47.405.75 <br />LF <br />S <br />9510 <br />7,04040 <br />LF <br />$ <br />38.60 $ 92740 <br />LF <br />$ <br />44.00 <br />OS6.OD <br />E240 <br />LF <br />$ <br />69.00 <br />27240 <br />LF <br />S <br />85.00 <br />550.00 <br />LF <br />S <br />210.00 <br />60,00 <br />26 <br />LF <br />$ <br />77.00 <br />00240 <br />2 <br />EA <br />S <br />450.00 <br />. 900,00 <br />94 <br />EA <br />1 $ <br />680.00 <br />62 040.00 <br />20 <br />EA <br />S <br />770.00 <br />15 400.00 <br />6 <br />EA <br />$ <br />890.00 <br />S,940.00 <br />1 <br />EA <br />1100.00 <br />10040 <br />3 <br />FA <br />$ <br />770.00 <br />910.00 <br />182 <br />LF <br />58.00 <br />10192.00 <br />233 <br />LF <br />S <br />25.00 <br />5825.00 <br />9100 <br />SY <br />S <br />35.60 <br />323050.00 <br />947 <br />SF <br />28.00 <br />26 16.00 <br />5 <br />CY <br />S <br />500.00. <br />2,50D.00 <br />135 <br />LF <br />$ <br />6.00 <br />610.00 <br />21,S31 <br />CY <br />S <br />207 <br />44 69.17 <br />1905 <br />LF <br />$ <br />1.80 <br />3 29.00 <br />ED <br />LF <br />$ <br />&5D <br />23100 <br />$96,698.7 <br />oUl $ 1094 854,00 <br />$ 3 084,854.00 <br />Nates: <br />Una Items In RED have been added to the Itemised Quantity Sheat <br />Items In Blue an quantity changes due to the revised plans dated 3/14/16. <br />P107 <br />