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PAY ESTtMATE NO. 9 OWNER
<br />SUNWOOD DRIVE N.W. AND RHINESTONE STREET NW
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<br />l~hl Schcdulc "11" - Ramsev Local I;umlin[~ Sunwood Drive NW
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<br />FI'EM ITEM QTY UNIT UNIT COST CONTRACT USED TO- EXTENSION
<br />L'O. AMOUNT DATE
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<br />i 9(i I,,I~MOVI~ ¢)R ..\I~ANDON PIPE CULVERTS 150 LF $4.13 LF $619.50 100 $413.00
<br />I '~1 REMOVI:. IW[ UMINOUS PAVEMENT 10900 SY $1.35 SY $14,715.00 10800 $14,580.00
<br />.._ RI~MOVE EXIS'flNG SANITARY SEWER MANHOLE I EACH $661.10 EACH $661.10 I $561.10
<br />[ '~ SAWING BFI t/MINOUS PAVEMENT {FULL DEPTIt) 880 LF $0.93 LF $818.40 880 $818.40
<br />[~14 SALYAGF_ 8" I)~I/CTII,E IRON PIPE 80 LF $4.13 LF $330.40 80 $330.40
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<br /> 95 SALVAGF. 8" X 8" X 8" DIP TEE I EACH $100.00 EACH $100.00 1 $100.00
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<br />I ')6 SALVAGE DIP PIAJGS 3 EACH $25.00 EACH $75.00 2 $50.00
<br /> EV " 10000 CY $2.30 CY $23,000.00 10000 $28,000.00
<br />97
<br /> gOMMON
<br /> F. XC,\V A'I'ION,
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<br />!_~)~_ ;AI,VAGI':D TOI'SOll, FROM STOCKPILE, SV 1200 CY $6.60 CY $?,920.00 0 $0.00
<br />[_ 99 S,\I~,V,X¢;E ANI) REINSTALL AGGREGATE SURFACE (LV) 1320 CY $8.88 CY $11,721.60 1320 $11,721.50
<br />1~1~1 AG(iREGATE BASF. CLASS $ MODIFIED 2100 TON $9.06 TON $19,026.00 2184 $19,787.04
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<br />} _[_l_) I~._{ MI~I.L BITUMINOUS SURFACE (1.5") 25 SY $258.00 SY $6,450.00 $0.00
<br />t102 /I'YI~'E MV3 \VF. ARING COURSE MIXTURE 1600 TON $37.00 TON $59,200.00 1500 $55,500.00
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<br />} 1113 [YI% MV3 N[)N-WEARING COURSE MIXTURE 4650 TON $35.24 TON $163,866.00 4506.59 $158,812.23
<br />[ 1~4 IHTI/MIN()HY, MA'FF. RIAL FOR'YACK COAT 700 GAL $2.17 GAL $1.519.00 900 $1,953.00
<br />[ 105 ~_'I?IICTII,E IR()N PIPE CLASS 53 640 LF $11.35 LF $7,264.00 630 $7,150.50
<br />~l(Jh ~ 6" DIJC'FII.I~; II,V)N I'IPE CI.ASS 53 350 LF $11.73 LF $4,105.50 350 $4,105.50
<br />B~721 8" DIJCTII,I~ IRON Pll'E (:[.ASS 52 1200 LF $14.73 LF $17,676,00 1200 $17,676.00
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<br /> 10~8 12" DUCTILI~ iR(IN I'IPE CLASS 52 9600 LF $21.77 LF $208,992.00 9500 $208,992.00
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<br /> ~,~09 8" SDR 26 I,VC I'IPE(IO-12') 380 LF $9.33 LF $3,545.40 515 $4,804.95
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<br /> i Io 8_"' SI)l< 26 I'VC PIPE ( 12-14') 240 LF $9.68 LF $2,323.20 240 $2,323.20
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<br />11 [ g" S[~R 2(, PV(t PiPE (,14-16') 100 LF $10.52 LF $1.052.00 100 $1,052.00
<br />112 8" SDR 26 PV(' PiPE (16-18') 100 LF $11.68 LF $1,168.00 100 $1,168.00
<br />113 12" ,'-;DR 26 PVC PIPI:~ (10-IT) 60 LF $15.44 LF $926.40 184 $2,840.96
<br />114 15" SDP. 26 PVC PIPE (12-14') 52 LF $19.04 LF $990.08 52 $990.08
<br />(~/15 18"~;DR 26 px(c ['IPF~ ( 10-12') 110 LF $26.79 LF $2,946.90 138 $3,697.02
<br />116 IS" SDR 26 I'VC PIPE (12-14') 170 LF $27.24 $4.630.80 $4,630.80
<br /> LF
<br /> 170
<br />117 8" SDR 26 PVC I'IPE (14~16'I 40 LF $26.60 LF $1,064.00 40 $1,064.00
<br />I 118 la" SDR 26 PVC PIPE (16-[8') 200 LF $27.04 LF $5,408.00 200 $5,408.00
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<br /> I I9 8" SDR 26 PV(! PIPE (18-20') 380 LF $27.55 LF $10,469.00 380 $10,469.00
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<br /> ~ 121) 18" SDR 26 PV(' P.IPE (20~22') 20 LF $28.16 LF $563.20 20 $563.20
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<br />{ 12~1_311" ('905 PVC SI)R-25 PIPE(8-10') 630 LF $89.47 LF $56,366.1(I 630 $56,366.10
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<br />G ISh;irec DocsiMuni palfARamsey/
<br />:H 71hT~3171pePAY ESTIMATE NO. 9 PE-4
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