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<br /> Contract Unit Current QuantilY Amount <br />No, Item Unit Quanlity Price Quantity to Date to Date <br /> PART 4 " OFF PROJECT .. DIRECTIONAL DRill WATER SERVICES: <br />142 CONNECT WA TER IERV!C[ 10 EXIITING Pl UMBING INIIDE <br /> HOME EA 31 400 00 \400 00 <br />143 1" WATER IERVICE DIRErTlONAL ORILLED CURB STO' TO <br /> HOME If 1510 2100 91 91 51,91100 <br />144 TOPSOil BORROW (lV) CY lID 10 00 1000 <br />141 SODDING, LAWN TYPE IY 1000 HI SO 00 <br /> TOTAL PART 4 ' Off PROJECT DIRECTIONAL DRill WATER SERVICEI' \2,31 100 <br /> CHANGE ORDER NO, 1 <br /> FUNDING AGENCY CONTRACTING REQUIREMENT I II 8000 00 05 \8.000 00 <br /> TOTAL CHANGE ORDER NO 1 S8,000 00 <br /> CHANGE ORDER NO.2 <br />1 REMOVE BITUMINOUI PAVEMENT SY 60 300 \000 <br />2 REMOVE CONCRfTf DRIVEWAY PAVEMENT SY 30 400 SO 00 <br />3 ADJUST EXIITlNG VALVE BOX EA 1 600 00 SOOO <br />4 SAWING BITUMINOUS PAVEMENT Lf 100 400 \000 <br />I IAWING CONCRfTf PAVEMENT Lf 10 400 SO 00 <br />6 CONNECT 10 EXIITING 8' WATER MAIN EA 2 BOO 00 10 00 <br />7 ' 8" PVC C900WATER MAIN, DR 18 Lf 130 1200 SOOO <br />8 6" PVC C900 WATER MAIN, OR 18 Lf 18 2500 SO 00 <br />9 8" GATE VALVE AND BOX EA 2 1500 00 SO 00 <br />10 DUCTI LE IRON fiTTINGS LB 240 300 5000 <br />11 1" CORPORATION STOP WITH B" SADDLE EA 8 30000 SO 00 <br />lZ 1" CURB STOP AND 80X EA B 300 00 SOOO <br />13 I" WATER IERVICE" MAIN TO CURB STOP Lf 40 1400 5000 <br />14 )" WATER SERVICE DIRECTIONAL DRILLED. MAIN TO CURB <br /> SlOP Lf 270 22 00 1000 <br />II IMPROVED PIPE FOUNDATION, PER 6" INCREMENT WATER <br /> MAIN If 210 500 \000 <br />16 SELECT GRANULAR BORROW ((VI CY 40 1400 SO 00 <br />17 AGGREGATE BASE, CLA,S I TN 35 1200 SO 00 <br />lB TYPE LV4 WEARING COURSE MIXTURllBJ . DRIVEWAYS TN 485 11000 SO 00 <br />19 TYPE LV 3 NONWEARING COURIE MIXTURE (B) TN 10 7600 5000 <br />20 TYPE LV 3 WEARING COURSE MIXTURE (B). 2010 TN 10 77 00 SO 00 <br />11 BITUMINOUS MATERIAL fOR TACK COAT ,2010 GAL I 640 \000 <br />22 6" CONCRETE DRIVEWAY PAVEMENT IY 3D 4400 SOOO <br />23 TOPIOIL BDRRDW (LVI CY 21 400 SO 00 <br />24 IDDDING, LAWN TYPE IY 221 261 \000 <br />21 1" CORPORA <ION lTOP WITH 8" I"OD,E EA 12 30000 1000 <br />26 1" CURB lTOP AND BOX EA 12 30000 SOOO <br />27 1" WATER IERVICE. MAIN TO CURB STOP If laD 1400 SOOO <br />2B I" WATER IERVICE DIRECTIONAL DRilLED. MAIN TO CURB <br /> STOP IF 282 22 00 5000 <br />29 TOPIOll BORROW (LV) CY 21 1000 \000 <br />30 IODDING, LAWN 1 YPE IY 200 261 5000 <br /> TOTAL CHANGE ORDER NO 2 SO 00 <br /> CHANGE ORDER NO.3 <br />1 MUCK EXCAVATION (EV) CY 3100 1120 933 3433 152,181 GO <br />2 LIGHTWEIGHT BACKflLLIWOOD (HIPI) (LV) (Y 3710 2800 2B:3 178.764 00 <br />3 SElECT GRANULAR BORHOW (LV) (l-WA' HAUL) (Y lIDO IE 60 444 164< S27.290 40 <br />4 COMMON E~CAVATlON (EV) CY 8\0 .800 5000 <br /> IEIECT GRANULAR BORROW ICV) CY 1110 ,1400 SOOO <br />6 4" PERfORATE 0 POI 'ETHYLENE DRAINTI.E PIPE WITH ICOK <br /> WRAP Lf 10DO 200 SO CO <br /> CREW HOURI HR 17 75100 Ii S12,B3500 <br />6~6091e9F-E(..i4 .15 <br />