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HomeMy WebLinkAboutESTIMATE OF CONSTRUCTION COMPLETED • 4 CITY OF WATERLOO,IA ESTIMATE OF CONSTRUCTION COMPLETED PROJECT NO. STP-U-8155(711)-70-07 PARTIAL PAYMENT NO.15 CONTRACT ID 07-8155-711 PROJECT:Wes/Shoolis Road Phase 2 DATE: 07/22/13 CONTRACTOR:Cruel!and Subsidiaries,Inc. PARTIAL PAYMENT NO. IS UNITS PLAN QUANTITY AUTHORIZED QUANTITY CONSTRUCTED TO DATE UNIT TOTAL AMOUNT LINE NO. ITEM NUMBER DESCRIPTION UNIT DIVISION I DIVISION 2 DIVISION] DIVISION 2 DIVISION I DIVISION 2 PROJECT PRICE DIVISION I DIVISION 2 O 010 2101-0850001 CLEARING&GRABBING ACRE 1500 1500 2.000 2.000 5400.00000 51000000 0020 2102-2710070 EXCAVATION,CLASS 10,RDWY&BORROW CY 81693.000 81693.000 82369800 _ 82169.000 5 260000 5214,159.01 0030 21024560000 LOCATING TILE LINES STA 7500 I 75001 38390 36390 S 200.00000 57,618D0 0040 25054425015 TOPSOIL STRIP SALVAGE 8 SPREAD CY 16738..0 16738.000 16708.000 16746.000$ 3.00000 550,12440 0050 21070875000 COMPACTION 4I010ISTU0E8 DENSITY CONTROL CY 16745.400 16745.06 17020.650 17024.650 5 030000 55,10700 0060 21154104.0 MODIFIED SUBBASE CY 6772.000 6772.000 6772.000 6772000 S 3100000 5212,64080 0070 21217425020 GRANULAR SHOULDERS,TYPE B TON 3309.000 3309.001 3309.000_ 3309.000 f 15.70000 151,95330 0080 2123-7450000 SHOULDER CONSTRUCTION,EARTH - STA 106100 106100 108.100 198.100 S 120.00000 512972.001 0090 2301-1032080 STANDARD ORSLIPFORM PORTLAND CEMENT PAVEMENT,CLASS C CLASS 2 DURABILITY,MN SY 33196000 33198.000 334448'/0 3344870 S 2589000 5665887.68 0100 2301.11722 PORTLAND CEMENT CONCRETE SAMPLES LUMP 1.900 1AB0 1.000 1.000 5 2080.00000 52,000.00 0110 2303-0000100 HOT MIX ASPHALT MIXTURE,COMMERCIAL MIX(INCLUDES ASPHALT BINDER),AS PER PLAN TON 71.790 71.700 101.630 101.630 S 250.00000 525,40750 O 120 2315-6275025 SURFACING DRIVEWAY,CLASS A CRUSHED STONE TON SI7A00 817.000 513860 513860 S 15.70000 58,O67.60 0130 2401.6745910 RMVL OF SIGN EACH 5.000 5800 0.900 5 125.00000 $0.00 0140 24014750001 REMOVALS AS PER PLAN LS 10N 1.000 1.000 1400$ 4000.00000 54,000.00 0150 2402-0425031 GRANULAR BACKFLL TON 141.000 141.000 242530 142530 S 21.16000 5559313 05102402-2720000 EXCAVATION CL20 CY 475800 475000 075.000 475.000 5 6.00000 52,37540 0170 2015-2111005 PRECAST CONLOCIE BOX CULVERT,10 FT.X 5 FT. LF 290.009 290.0W 290.000 290.600 S 40600000 5118320.04 0180 2415-2201005 PRECAST CONCRETE BOX CULVERT STRAIGHT END SECTION,10 FT.X 5 FT. EACH 4.009 4000 4.000 4.060 5 11,200.00000 $44,800.00 0100 2416-0100015 APRONS,CONCRETE,15 IN.CIA EACH 23.000 23.000 23.0110 73.000$ 295.00000 56,78500 0200 24160100018 APRONS,CONCRETE,IS IN.DIA EACH 10.000 10.000 10.000 10.000 S 325D0000 53,2511.00 0210 2416-0100036 APRONS,CONCRETE,36 RI.DIA EACH 10.000 10.080 12.0M 12000 $ 665.00000 S7.980.00 0220 2416-1160018 CULVERT,CONCRETE ENTRANCE PIPE,18 N.DIA LF 409.000 409.000 408B00 M6.000 5 27.00000 S11,016.00 0230 24164160036 CULVERT,CONCRETE ENTRANCE PIPE,36 N.DIA IF 500800 500.000 664..0 664.000 S 48.00000 $3107280 0240 24350250510 INTAKE,SW.505 MODIFIED EACH 25.000 25.000 25.000 25000 S 3,275.00000 581,87600 0250 2502-6212106 SUBDRAIN PLASTIC PIPE 6IN IF 10331.000 10331.000 9604.000 96114.000 S 5.70000 f 54,]438D 0260 2502-8212112 SUBDRAN CONE PIPE 12101 IF 820.000 820.000 40.0 0 840.600 5 23.00000 519320.00 0270 2502-8220193 SL03DRAN OUTLET(RF-19C) EACH 51.000 51.000 51.000 SLON 5 10020000 $5,11010 - 0280 25024220196 SUBORAIN 060TLET,RF-19E EACH 1000 1.000 1.000 1.000 5 250.00000 5150.00 0200 2503-0114215 STORM SEWER GRAVITY MAIN,TRENCHED,RCP,20000(CLASS N),15114. LF 2816.000 2016000 1936.00 1836000 S 23.75000 546,02750 0300 250341114210 STORM SEWER GRAVITY MAN,TRENCHED,RCP,2000D(CLASS N),18IN. LF 32.090 32.000 32.000 32.000$ 29.00000 0928.00 0310 2506-4084000 PLOWABLE MORTAR CY 64.000 64000 52500 57500 S 85.00000 S4,46250 0320 2507.3250005 ENGINEERING FABRIC SY 736.000 238.000 220000 220.000 S 5.00000 5130080 0330 2507-6800061 REVETMENT,CLASS E TON 130.000 130.000 324.770 324.770 S 50.00000 516.23850 0340 2510.6705850 REMOVAL OF PAVEMENT SY 10146000 10148. 0 9947.020 9947.026 5 380000 537,79840 0350 25110302500 RECREATIONAL TRAIL,PORTLAND CEMENT CONCRETE,5 IN. SY 8552.000 6552.000 8497.879 8197870 5 2000000 5173,76I44 0360 2511-0310100 SPECIAL COMPACTION OFSUBGRADE FOR RECREATIONAL TRAIL STA 78300 78300 78300 76300 S 20080000 $15,660.00 0370 25167526006 SIDEWA1.K.P.C.CONCRETE,6 N. SY 53.900 53.900 33.100 33.100 S 3280000 5105920 0380 2511-7528101 DETECTABLE WARNINGS SF 113300 113.200 60.000 60.000 S 35.00000 52,10080 0390 25154475007 DRIVES PCC 7IN SY 65800 85800 91820 91820 5 3490000 53,12188 0400 25180910000 SAFETY CLOSURE EACH CO. 4800 4.000 4100$ 7600000 3300A0 0410 25194200040 REMOVAL AND REINSTALLATION OF FFMrE FIELD LF 2735.000 2735.060 1030.000 1100800 S 1A0000 $1,030.00 0420 25249275100 POSTS WOOD-TYPE AR SIGNS 4010400 LF 52.000 192.000 192800 192000 f 2030000 53,84040 0430 25244325001 TYPE ASIGNS ALUM SF 25.000 93500 93508 93500 5 20400 0 51.870.00 0440 25264285000 SURVEY CONSTRUCTION LS 0895 0.105 0.895 0.105 0.895 0105 1.000 I 13300.00000 51190040 51,400.110 0050 2527-9263109 PANTED PAVEMENT MARKING,WATERBORNE OR SOLVENT-BASED STA 57.920 57.920 _ 65.415 65415$ 40.00000 $2,616.60 0460 2528445110 TRAFFIC CONTROL LUMP 1.000 1806 1800 1.000$ 2550.00000 52,55040 0470 25334060005 MOBILIZATION LUMP 0.972 9.828 0.972 0.028 0.972 0.028 1.000 5 125,000.00000 $121,50080 53500.00 0400 25544112020 WATER MAN,TRENCHED,DUCTILE IRON PIPE(DIP),20 IN IF 79g8.000 7908.000 8032.630 8032.830 S 7550000 5646,478.67 0490 25544142020 WATER MAN WITH CASING PIPE,TRENCH.ESS,DUCTILE WON PIPE(DIP),20 N. IF 110.000 110.000 110.000 119.000 5 410.00000 515,/00.00 0500 2554-0203000 FITTINGS BY WEIGHT,DUCTILE IRON PIPE LBS 7870.000 7870800 5870.060 5070.000 $ 4.00400 S23,48080 0510 25540204110 WATER SERVICE STUB,COPPER,i IN. EACH 2.000 1.000 1.000 1.000 S 1.800.00000 51,30000 0520 2554-0207000 VALVE,GATE,DIP, EACH 7.000 7.000 8080 8.000 5 11.625.00000 593,000.00 0530 2554-0210201 FIRE HYDRANT ASSEMBLY,44-201 EACH 4.000 4.000 4.000 4.000 I 3,800.00000 515,20080 0540 26014634100 MULCHING ACRE 20.750 20.750 26.0N 16.000 5 700.00000 $18,260.00 0550 28014636043 SEEDING&FERTILIZING(RURAL) ACRE 20.750 20.750 0.000 5 430.00000 SOLO 0560 2602-0000020 SILT FENCE IF 7907.00 142850 7907.000 11870.143 142.857 12013000 S 1.40000 516,11830 5200.00 0570 26024000030 SILT FENCE FOR DITCH CHECKS LF 743.000 743.000 491000 449.000 5 185000 592315 0571 2401.6750001 REMOVALS AS PER PLAN LS 1841 /.000 1.600 1.000 S 4,000.00000 S4,800.M1 0572 2416-1262036 CULVERT,CONCRETE PIPE,2000D,TRENCHLESS,36101.DIA IF 80.000 60.000 80.000 $0.000 5 365.00000 f30,800.00 05M 2602.010010 MOBILIZATIONS,EROSION CONTROL EACH 1.900 1.000 4.000 4.000 S 590.00000 S2,00040 0590_ 2602.010020 MOBILIZATIONS,EMERGENCY EROSION CONTROL EACH 1800 1.000 1.000 1.000 5 1,000.00000 51,000.00 8001 25994999000 Remove Field TOO IF 2900.000 2900.000 4370.0 4370.000 f 550900 124,035.00 8002 2502-8212108 SUbdraln Plastic Pipe,SIN IF 900.080 900.000 1669.0 1660000 S 17.60000 52937440 8004 20014642100 -Stabl¢ing Crop-Seed a Ferlif¢e ACRE 6000 6.000 7.44 7.40$ 31350000 5233244 8005 2001-2694900 Mulching ACRE 6.000 6800 7.4 7.440 5 770.00000 55.72830 8006 =10.75290 B00e,Macadam Stone TON 250.000 250.000 504.7 34.730 S 2750000 516,080.08 8007 72213-7100000 ReMcaVon of MailBoi EACH 5.000 5440 5.0 5.000$ 385.0000 51525. 8008 2528445110 Traffic Control 1S 2000 1800 1.0 1809 5 4050.00000 S4,95040 8009 2528440113 Ftaggers EACH 15.000 15.0011 7.000$ 32450000 52,27150 8010 24350251218 Intake,SW-51218IN. EACH 2.000 2800 2.0 2.000 S 1,980.00000 53,960.00 8011 2599-9999005 Inlet Prmection EACH 25.000 25.000 25.0 25.000$ 220.00000 $5,500.. 8012 2599.999W05 Red Reg Ascembf,Aluminum EACH 4.000 4800 48 4.000$ 8250000 5330.00 8013 25990999000 3'PVC Cond.(Schedule 80) IF 90.040 90.000 90.0 90.000 S 550000 5495. 8014 25994990010 Exbs Grading for DllcSesEManra l5 15625560 15625500 15625.5 15621500 S 1.00600 515,62550 8015 2416-1160018 CULVERT,CONCRETE ENTRANCE PIPE,181Nt DIA. LF 96.n00 96.000 960 16.000 f 55.00000 55380.00 8016 2416-0100018 APRONS,CONCRETE,18 N.DM EACH 6.000 6.900 6.0 6.000 S 550.00000 53 300.00 8017 25540207000 644540na 20'Gale Valves-Install Only EACH 2.0W 2.000 2.0 2000 S 3,190A0000 50.90 56380.00 0018 2555.9g99005 Erosion Control Intake Inserts EACH 2O0.OW MAN100.0 140.000-f 2750000 52,75089 DIVISION I DIVISION 2 TOTALS: R506,937.97 5796538.61 TOTAL Con a RACTAMOUNT PLUS CHANCE ORDERS 53 22 659 517 TOTAL 52,508,937.97 $794,538.67 THIS PARTIAL PAYMENT 520326.60 RETAIOAGE3X $9,963.05 520,036.95 TOTAL PARTIAL PAYMENT'S f3,255,150.e4 TOTAL LESS RETANAGE 52,498974.92 5776501.72 BALANCE REMAINING(LESS RETAINACE) N/A LESS PREVIOUS PAYMENTS 32,185,02832 f>Y03 Pers.Pers.Compute 102.4Y.` y py Cbaege Order to Total ON AMOUNT DUE 51394A0 $ 63999.00N PROJECT TOTAL: 53305,47684 PREPARED BY:Kirkham MDchoel RETADUGE 392 $30,090.68 TOTAL LESS RETAINAGE $3,275476.64 CONTRACTOR,Crook and Subsidiaries,Inc. LESS PREVIOUS PAYMENTS 53,255,150.4 AMOUNT DUE 520326.60 CHECKED BY(CITY):