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PAY ESTIMATE NO..10 ENGINEER <br />SUNWOOD DRIVE N.W. AND RHINESTONE STREET NW . <br />�l <br />13 <br />0 <br />IGd tirhvdrJr "("' S.A.P. 199-109-01 - Rhi-m- St-r Nw r.mri.-rl <br />I`n1 ITEM <br />VO. <br />QTY <br />UNIT <br />UNIT COST <br />CONTRACT <br />AMOUNT <br />USED TO- <br />DATE <br />EXTENSION <br />_5 �BALF CIIFCK <br />50 <br />EACH <br />511.97 <br />EACH <br />S593.50 <br />$0.00 <br />_46 <br />SILT FENCE TYPE MACHINE SLICED <br />300 <br />LF <br />$1.81 <br />LF <br />5543.00 <br />$0.00 <br />_74? <br />I-rEMPORARY CONSTRUCTION ROCK ENTRANCE <br />I <br />EACH <br />$2,412.51 <br />EACH <br />I 52,412.51 <br />I <br />$2.412.51 <br />:48JiELIIN1 <br />1.3 <br />ACRE <br />$258.00 <br />ACRE <br />$335A0 <br />$0.00 <br />SODDING. TYPE LAWN <br />3700 <br />SY <br />$2.48 <br />SY <br />$9,176.00 <br />$0.00 <br />Zvi <br />I>EED MIXTURE 260 <br />130 <br />LB <br />$2.63 <br />LB <br />$341.90 <br />$0.00 <br />- It <br />MULCH MATERIAL TYPE 3 <br />2.6 <br />TON <br />$154.80 <br />TON <br />5402.48 <br />$0.00 <br />__5-- <br />FROS1ON CONTROL BLANKETS CATEGORY 3 <br />100 <br />SY <br />$2,32 <br />SY <br />$232.00 <br />$0.00 <br />_"53 <br />5036 <br />BS7 <br />$187.20 <br />$0.00 <br />- tal Hid Schedule "C" <br />Ili.l l.•I,...1., 1.. "[I" 1/I,;"..<r"n. Rt-t NW T -1 <br />S600,056.05 $475,506.52 <br />IT,II <br />+'0 <br />ITEM <br />QTY <br />UNIT <br />UNIT COST <br />CONTRACT <br />AMOUNT <br />USED TO- <br />DATE <br />EXTENSION <br />I'6MOVF BITUMINOUS PAVEMENT <br />IDO <br />SY <br />$5.72 <br />SY <br />$572.00 <br />191 <br />$1,092.52 <br />"S <br />':AWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />400 <br />LF <br />$0.93 <br />LF <br />$372.00 <br />860 <br />$799.80 <br />=56 <br />COMMON EXCAVATION. EV <br />200 <br />1 CY <br />$3.20 <br />CY <br />I $640.00 <br />2200 <br />$7,040.00 <br />SALVAGED TOPSOIL FROM STOCKPILE, SV <br />100 <br />CY <br />$6.60 <br />CY <br />$660.00 <br />600 <br />$3,960.00 <br />AG(,REGA'rG: BASE CLASS 5 MODIFIED <br />100 <br />TON <br />$9.79 <br />TON <br />5979.00 <br />139 <br />$1,3fi0.6t <br />__ 59 <br />TYPE MV3 WEARING COURSE MIXTURE <br />50 <br />TON <br />537.00 <br />TON <br />$1,850.00 <br />50 <br />$1.850.00 <br />_6D <br />IS" RC SAFETY APRON <br />2 <br />EACH <br />$487.34 <br />EACH <br />$974.68 <br />$0.00 <br />_/il <br />4" DUCTILE IRON PIPE CLASS 53 <br />200 <br />LF <br />SI1.35 <br />LF <br />52,270.00 <br />189 <br />$2,145.15 <br />I <br />_162 16 <br />DUCTILE IRON PIPE• CLASS 53 <br />100 <br />LF <br />$11.73 <br />LF - <br />SlA73-00 <br />95 <br />- $1.114.35 <br />f8- <br />=(,3 <br />DU('TILF IRON PIPE CLASS 52 <br />640 <br />LF <br />S14.73 <br />LF <br />$9,427.20 <br />552 <br />$8,130.96 <br />l(,4 <br />I DUCTILE: IRON PIPE CLASS 52 <br />2700 <br />LF <br />$21.77 <br />LF <br />$58,779-00 <br />2411 <br />$52.487.47 <br />- -- <br />T- <br />265 �8" <br />SDR 26 PVC PIPE (10.12') <br />�8' SDR 26 Py(I PIPE (12-14') <br />120 <br />95 <br />LF <br />LF <br />$9.33 <br />59.68 <br />LF <br />LF <br />$1,119.60 <br />$919.60 <br />186 <br />95 <br />$1,735.38 <br />$919.60 <br />'(,7 I8"SDR26PVCPIPF,(14-16') <br />40 <br />LF <br />$10.52 <br />LF <br />$420.80 <br />40 <br />$420.80 <br />268 <br />'° SDR 26 PVC PIPE (10-12') <br />401 <br />LF I <br />$14.10 <br />LF <br />$5,654.10 <br />401 <br />$5.654.10 <br />,e <br />1" SDR 26 PVC PIPE (12-14') <br />55 <br />LF <br />$l4 46 <br />LF <br />$795.30 <br />$0.00 <br />I171" <br />n <br />SON 26 PVC PIPE (10-IT) <br />240 <br />LF <br />$55.36 <br />LF <br />$13,286.40 <br />217 <br />$12,013.12 <br />1 I? <br />SOIL 26 PVC PIPE (12-14') <br />760 <br />LF <br />555.81 <br />LF <br />$42,415.60 <br />760 1$42,415.60 <br />i Sh a red Ducs/Municipal/ARamsey/ <br />1171/ra3171po PA.Y ESTIMATE NO. 10 <br />PE-9 <br />-115- <br />