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<br /> Contract Unit Current Quantity Amount <br />No Item Unit Quantity Pr"1 quantity to Dati to Date <br /> PART 1 . SITE GRADING: <br />1 MOBILIZATION LS 1 6000 00 1 56,000 00 <br />2 TRAfFIC CONTROL LS 1 1000 00 01 1 51,00000 <br />3 DEWATERING LS I 100 1 5100 <br />4 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 75 2000 4653 8153 S 1.630 60 <br />5 REMOVE BITUMINOUS PAVEMENT SY 2500 100 100 2500 S2,5oo00 <br />6 REMOVE CONCRETE CURB AND GurnR LF 215 400 163 5652 00 <br />7 REMOVE LANDSCAPE WOOD BARRIER LS 1 500 00 1 5500 00 <br />S REMOVE RCP CULVERT lF 60 400 32 $12800 <br />9 REMOVE CMP CULVERT Lf 60 200 43 S86 00 <br />10 REMOVE SANITARY SEWER PIPE LF 25 500 $000 <br />11 SAlVAGE AND REINSTALL EXISTING CMP CULVERT Lf 45 555 23 512765 <br />12 SALVAGE AND REINSTAlL MAILBOX EA 4 100 00 4 5400 00 <br />13 SALVAGE. STOCKPILE. AND REINSTALL AGGREGATE BASE CY 350 450 45 320 51.44000 <br />14 SAlVAGE. STOCKPilE, AND RESPREAD EXISTING TOPSOil LS 1 3300 00 1 $3,300 00 <br />15 SilT fENCE. MACHINE SliCED LF 500 140 10 10 51400 <br />16 ClEAR AND GRUB LS 1 1500 00 1 51.50000 <br />17 COMMON eXCAVATION (EV) CY 3890 400 3885 $15,54000 <br />IS SUBGRADE EXCAVATION (EV) CY 1000 400 563 944 53,776 00 <br />19 TOPSOIL BORROW (LV) CY 250 1200 so 00 <br />20 PROTECTION Of CB IN STREET. FURNISH AND INSTALL WIMCO EA 5 195 00 5 5975 00 <br />21 SODDING. LAWN TYPE SY 915 400 133 5532 00 <br />22 SEEDING. INCl MNDOT SEED MIX 270, FERTILI2ER. MULCH. AND <br /> DISK ANCHOR AC 1500 00 142 237 S3,555.OO <br /> TOTAL PART 1 . SITE GRADING: S43,65725 <br /> PART 2 - SANITARY SEWER: <br />23 CONNECT TO EX'STING SANITARY SEWER MANHOLE fA 1 400 00 1 5400 00 <br />24 S" PVC SANITARY SEWER, SDR 35. AlL DEPTHS LF 699 1900 690 513.11000 <br />25 4' DIA SANITARY MH, INel R-I733 CSTG. AND CONC ADJ <br /> RINGS EA 3 1800 00 3 55,400 00 <br />26 4' DIAMETER SANITARY MANHOLE OVERDEPTH Lf 19 150 00 005 14 52,100 00 <br />27 8" X 4" PVC WYE, SDR 3S EA 5 S500 6 5330 00 <br />28 10" X 4. SADDLE WYE. SDR 3S EA 1 7500 1 S7500 <br />29 8" PVC PLUG EA 3 5000 3 $ISO 00 <br />30 IMPROVED PIPE FOUNDATION LF 699 200 167 770 51.54000 <br />31 ClOSED CIRCUIT TV INSPECTION IF 699 100 128 792 5792.00 <br /> TOTAL PART 2 . SANITARY SEWER: 523,89700 <br /> PART 3 " WATER MAIN: <br />32 CONNECT TO EXISTING 8" WATER MAIN EA 1 400 00 1 5400 00 <br />33 8" PVC C900 WATER MAIN Lf 660 2400 654 515,696 00 <br />34 6" PVC C900WATER MAIN LF 35 2100 64 $1,34400 <br />35 8" GATE VALVE AND BOX EA 1 125000 1 51,2S0OO <br />36 HYDRANT WITH VALVE EA 2 3100 00 2 56.20000 <br />37 DUCTILE IRON FlmNGS LB 1400 250 1172 52.93000 <br />38 IMPROVED PIPE FOUNDATION IF 695 200 300 300 5600.00 <br /> TOTAL PART 3 - WATER MAIN: 528,42000 <br /> PART 4 - SERVICES: <br />39 I" CORPORATION STOP WITH 8' SADDLE EA 6 moo 7 5875 00 <br />40 I" CURB STOP AND BOX EA 6 14500 7 S1,Ol5oo <br />41 1" TYPE "K" (OPPER WATER SERvICE LF 320 1700 370 S6.29O 00 <br />42 4. PVC. SCH 40 SERVICE PIPE LF 270 1600 m 55.632 00 <br />43 IMPROVED PIPE FOUNDATION IF 300 200 5000 <br />44 INSULATION. 4" THICK SY 25 2600 4 18 5468.00 <br /> TOTAL PART 4 . SERVICES: 514,28000 <br /> PART 5 . STORM SEWER: <br />45 CONNECT TO EXISTING CATCH BASIN EA 1 350 00 1 535000 <br />46 15- RCP STORM SEWER. ClASS 5 IF 453 2600 453 511,77Boo <br /> 1I11101147.oRE06 ... <br />