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· PAY;EsTIMATE NO. 8
<br />SUNWOOD DRI~/E N.W. ANn RHINESTONE STREET NW
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<br />ENGINEER
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<br />Bid Schednle "B" - Ramse)' Local Funding Su~lwnod Drive NW
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<br />ITEM ITEM UNIT UNiT COST CONTRACT USED TO- EXTENSION
<br />NO. AMOUNT DATE
<br />90 REM. OVE OR ABANDON PIPE C,ULVERTS 150 LF $4.13 LF $619.50 100 $413.00
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<br /> 91 REMOVE BITUMINOUS PAVEMENT: 10900 SY $1.35 SY $1.4,715.~0 10800 $14,580.00
<br /> 92 REMovE EXISTING SANITARY SCARIER MANHOLE Ii I EACH $661,10 EACH $661.'10 1 $661.10
<br /> 93 SAWING BITUMINOUS PAVEMENTS,FULL DEPTH), , 880 ~ LF $0.93 LF $818.40 880 $818.40
<br /> 94 SALVAGE 8" DUCTILE IRON PIPE i 80 : LF $4.13 LF $330.40 60 $330.40
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<br /> 95 SALVAGE 8" X 8" X 8" DiP TEE , · . i :1 :EACH $100.00 EACH $100.00 1 $100.00
<br /> 96 ;ALVAGE DIP PLUGS : 3 EACH $25.00 EACH $75.00 2 $50.00
<br /> 97 COMMON EXCAVATION, EV 10000 CY $2.30 CY $23,000.00 10000 $23,000.00
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<br /> 98 ;ALVAGE. I? TOPSOIL FROM STOCKPILE, SV . ,. 1200 CY $6.60 CY $7,920..00 0 $0.00
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<br /> 99 SALVAGE AND REINSTALL AGGREqATE SURFACE.(.LV) ~1320 CY $8.88 CY $[ 1,721.60 1320 $11,721.60
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<br /> 100 AGGREGATE BASE CLASS 5 MO.D?IED 2100 ._TON $9.06 TON $19,026.00 '2164 $19,767.04
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<br /> 101 MILL BITUMINOUS SURFACE (1,.5") : 25 SY $258.00 SY ' $6,450.00 $0.00
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<br /> 102 TYPE MV3 WEARING COURSE MI ,XTURE '1600 TON $37.00 TON $59,200.00 1500 $55,500.00
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<br /> ~03 TYPE MV3 NON-WEARJNG COURSE MIXTURE, 4650 TON $35.24 TON $163,866.~0 4506.59 $,158,812.23
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<br /> 104 BITUMINOUS MATERIAL FOR TACK:COAT 700 GAL $2.17 GAL $1,519.00 900 $1,953.00
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<br /> 105 4" DUCTILE IRON PIPE CLASS 53 :640 LF $11.35 LF $7~264..00 630 .$7,150.50
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<br /> 106 5" DUCTILE IRON PIPE CLASS 53 ~350 LF $11.73 LF $4,105.~0 350 $4,105.50
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<br /> 107 ~l" DU(TFILE IRON PiPE,CLASS 52 ~200 LF $14.73 LF $17,676.00 1200 $17,676.00
<br /> 108: 2" DUCTILE IRON PIPE CLASS 52 9600 LF $21.77 LF $208,992%00 9600 $208,992.00
<br /> 109 ," SDR 26 PVC PiPE(10-iT) 3110 LF $9.33 LF $3,545.40 515 $4,804.95
<br /> I I0 B" SDR 26 ?VC PIPE (12-[4') 240 LF $9.68 LF $2,323.20 240 $2,323.20
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<br /> I I I $" SDR 26 PVC PIPE (I4-16') :Ict} LF $10.52 LF $l,052.00 100 $1,052.00
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<br /> '.100 LF $11.68 LF $1,168.001 100 $1,16a.00
<br /> 112 8" SDR 26 PVC PIPE f 16-,I8')
<br /> 113 12" SDR 26 PVC PIPE (10-IT) ~60 i LF $15.44 LF $926.401 184 $2,840.96
<br /> 52 LF $19.04 LF $990.081 52 $990.081
<br /> 114 15" SDR 26 PVC PIPE,(12-14')
<br /> 115 18" SDR 26 PVC PIPE (10-12') ,. !lO LF $26.79 LF $2,946.901 138 $3,697.02!
<br /> 116 18" SDR 26 PVC PIPE (12-14') ~70 LF $27.24 LF $4,630.80, 170 $4,630.60~
<br /> 117 8" SDR 26 PVC PIPE (14-16') 40 LF $26.60 LF . $I,,064.00 40 $1,064.00
<br /> 118 18" SDR 26 PVC PIPE (16-18') 200 LF $27.04 LF $5,408.00 200 $5,406.00
<br /> 119 18" SDR 26 PVC PIPE,(18-20') 380 LF $27.55 LP $10,469.00 380 $10,469.00
<br /> 120 18" SOR 26 PVC PIPE (20-22') 20 LF $28.16 LF $563.20 20 $563.20
<br /> 121 3~)'~C905PVCSDR-25.P[PE(8.10') 6,30 LF $89.47 LF $56,366.10 630 $56,366.10
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<br />3171/m3171pePAY ESTIMATE NO. 8
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<br />PE-4
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