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TRI['J;3 - AMOUNT <br /> 2 BITUMINOUS CUPS A NO GUTTER LF 71 5.0 355.(0 am am 0% om Sw 0% <br /> 3 &'CONCRETE DRIVEWAY/APRON SY 12 30.00 360.00 0.00 SOD 0% 39.0 1,170.00 325% <br /> 14 BITUMINOUS DRIVEWAY RESTORATION SY 25 15.00 375.00 70.00 1030m 280% 70.00 1,050.00 250% <br /> IS 4' CONCRETE WALK SF 300 2.60 780,00 om 0.01 0% 2.NS,W 5.317.00 682% <br /> 16 AIR VOIDS TEST FA 5 120M 6W.m 0,10 11.0) 0% o.w am 0% <br /> 17 CONCRETE CYLINDER (PER SET OF 3) EA 5 40.00 200.00 om 0.00 0% 0.0 am 0% <br /> Is GRADATION TEST EA 3 120M 360.00 0.00 aw 0% 1.00 120.()0 33% <br /> 19 PROCTOR TEST CA 1 40.00 40.00 om 0.00 0% 0.00 om 0% <br /> 20 INPLACE DENSITY TEST EA 10 30.00 W.W ow 0,00 0% 6.00 I Bam 30% <br /> 21 CONSTRUCT TEMPORARY TURN AROUND LS 1 95I.00 951.00 I'M 951.00 Iw% I'M 951.00 IW% <br /> 22 SUB-CUT BRIAN DRIVE is 1 3,199.70 3.199.70 1.00 3,199.70 100% I.M 3.199.70 Im% <br /> T SCHEDULE, 2.0 STREET CONSTRUCTION -TOTAL 134,396.20 27.819.75 139.035.50 <br /> PERCENTAGE OF SCHEDULE 2.0 COmPLETED: 103% <br /> SCIIEDULA 1 0 WATFRXIAIN <br /> I CONNECT TO EXISTING WATERMAIN EA 2 I.".w 2.0MM am GAM 0% 2.00 2,omm 103% <br /> 2 VALVE MANIIOIE EA I Lw.w 1,800.00 0AM oJx) 0% I'M I'M, w lm% <br /> 3 CRI'I'x CROSSINO 'A' IS I 4.M0.00 4)(1.4m) OAK) I'M 0% IAX) 41xxl.ix) IIxI% <br /> 4 CREEK CROSSING 'B' LS I 4.5W.W 4,500.lm 0.00 OM 0% 1.00 4 Iw% <br /> 5 10' PVC WATERMAIN LF ]JO) I5.00 16,5W.M 0.00 RM 0% L140M 17, Im <br /> 6 h' PVC WATERMAIN LF 1.930 12.IX1 21,900.01 0AX) ().(Xl 0% 1.712AX1 20.544.W 91% <br /> 7 10' GATE VALVT. AND BOX 17A 3 650.0) 1.950.00 om DAM 0% 2.00 1.3(0 W 675 <br /> 9 6' GATE VALVE AND BOX FA 5 350.1y) I.M.)v RINI 12 0(1 0% 5.01 1.750,W NO% <br /> 9 1 IYDRAN r A N D GATE V A LVE ASS EMII LY LA 9 2.I00.00 19.1mm tLw OM 0% 9.00 t 8,%M m Iw% <br /> 10 FITTINGS Ill 3015 i.w 3,015.00 ri'm 0.0) 0% 3.195.0) 3.195.03 106% <br /> II WATER SERVICE CONNECT FA 31 Isom 4,65000 IN M.M 3% 35.03 5,750,03 T13% <br /> 12 1* COPPER SERVICE PIPF, LF 1.500 7.00 IMMIX) 65.01 455,(X) 4% 1,544.W 10.808M 103% <br /> 13 GRANULAR FOUNDATION MATERIAI. LP 2,764 0.01 27.64 4131.03 43.31 157% 4.33I.00 4131 157% <br /> 14 PROCTOR TFST CA 1 40.0) 40.00 om o.w 0% Lm 40.00 I00% <br /> 15 INPLACC DENSITY TEST EA 30 30.0) 9(0.00 0.00 0.00 0% 15.00 450.00 50% <br /> 16 WATERMAIN EXTRA ITFNIS IS 1 0.00 0.03 Im 6,124.52 IM% IM 6.124 52 IW% <br /> T SCHEDULE 3.0 WATERMAIN -TOTAL 92.492.64 6,772.83 97,804.83 <br /> PERCENTAGE OFSCIIEDULE 3.0 CONIPLETVII; IM% <br /> .:1260077,.\26007706..J, PAGE 2 2(46(177 30 <br />