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PAY ESTIMATE NO. 5 OWNER
<br />SUNWOOD DRIVE N.W. AND RHINESTONE STREET NW
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<br />Bid Schedule "B" - Ramsey I.ocal Funding Sunwood Drive NW
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<br />ITEM CONTRACT USED TO-
<br /> ITEM QTY UNIT UNIT COST EXTENSION
<br />NO. AMOUNT DATE
<br />90 REMOVE OR ABANDON PIPE CULVERTS 150 LF $4.13 $619.501 100 $413.00~
<br />91 REMOVE BITUMINOUS PAVEMENT 10900 SY $1.35 $14,715.0( 10800 $14,580.00
<br />92 REMOVE EXISTING SANITARY SEWER MANHOLE 1 EACH $661.10 $661.10i 1 $061.10~
<br />93 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 880 LF $0.93 $818.4( 880 $818.40
<br />94 SALVAGE 8" DUC'I'ILE IRON PIPE 80 LF $4.13 $330.4( 80 $330.40
<br />95 SALVAGE 8" X 8" X 8" DIP TEE I EACH $100.00 $100.0C 1 $`100.00
<br />96 SALVAGE DIP PI.U(;S 3 EACH $25.00 $75.0C 2 $50.00i
<br />97 COMMON EXCAVATION, EV 10000 CY $2.30 $23,000.0( 9000 $20,700.00
<br />98 SALVAGED TOPSOIL FROM STOCKPILE, SV 1200 CY $6.60 $7,920.0( $0.00i
<br />99 SALVAGE AND REINSTALL AGGREGATE SUP, WAGE (LV) 1320 CY $8.88 $11,721.6( 1320 $111721.60
<br />IOO AGGREGATE BASE CLASS 5 MODIFIED 2100 TON $9.06 $19,026.0( `1500 $`13,590.001
<br />101 MILl. BITUMINOUS SURFACE (1.5") 25 SY $258.00 $6,450;.0( $0.00
<br />102 TYPE MV3 WEARING COURSE MIXTURE 1600 TON $37.00 $59,200.0( $0.001
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<br /> 103 TYPE MV3 NON-WEARING COURSE MIXTURE 4650 TON $35.24 $163,866.0( 4506.59 $158,812.23
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<br /> 104 BITUMINOUS MATERIAL FOR 'rACK COAT 700 GAL $2.17 $1,519.0( 900 . $1,953.00:
<br /> t05 4" DUCTILE IRON PIPE CLASS 53 640 LF $11.35 $7,264.0( 645 $7,320.75
<br /> 106 6" DUCTII.E IRON PIPE CLASS 53 350 LF $11.73 $4,105.5( 288 $3,378.24
<br /> ]07 8" DUCTILE II~.ON PIPE CLASS 52 1200 . LF $14.73 $17,676.0( 1139 $16,777.47:
<br /> 108 12" DUCTILE. IRON PIPE CLASS 52 9600 LF $21.77 $208,992.00~ 8573 $186,634.21
<br /> 109 8" SDR 26 PVC PIPE (10-12') 380 LF $9.33 $3,545.4( 380 $3,545.40,
<br /> II0 8" SDR 26 P','~ PIPE (12-14') 240 LF $9.68 $2,323.20 240 $2,323.20
<br /> III 8" SDR 26 PVC PIPE (14-16') 100 LF $10.52 $1,052.00i 100 $1,052.00
<br /> 112 8" SDR 26 PVC PIPE ([6-[ 8') 100 LF $11.68 $1,168.00 `100 $1,'168.00
<br /> 113 12" SI)I*. 26 PVC PIPE (10-[2') 60 LF $15.44 $926.40 60 $926.40
<br /> 114 15" SDR 26 PVC PIPE (12-14') 52 LF $19.04 $990.08 52 $990.08
<br /> 115 18" SDR. 26 PVC PIPE (10-12'~ IlO LF $26.79 $2,946.90 110 $2,946.90
<br /> 116 18" SDR26 PVC PIPE (12-14') 170 LF $27.24 $4,630.80 $0.00
<br /> 117 ,18" SDR26 PVC PiPE(t4-16') 40 LF $26.60 $1,064.00 166 $4,415.60
<br /> 118 18" SDR26 PVC PIPE (16-18') 200 LF $27.04 $5,408.00 245 $6,624.80
<br /> 119 18" SDR 26 PVC PIPE (I g-20') 380 LF $27.55 $10,469.00 $0.00
<br /> 120 18" SDR 26 PVC PIPE (20-22') 20 LF $28.16 $563.20 $0.00
<br /> 121 30" C905 PVC SI)R-25 P[PE (8-10') 630 LF $89.47 $56,366.10 630 $56,366.10
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<br />G:lSharedDocslMunicipallARamseyl
<br />3171/ra3171pe,xlsPAY ESTIMATE NO. 5 RE-4 Rev. 4/14/04
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