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PAY ESTIMATE NO. 6 ENGINEER
<br />SUNWOOD DRIVE N.W. AND RHINESTONE STREET NW
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<br />Bid Schedule "B" ~ Ramsey I,ocal l;unding Sunwood Drive NW
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<br />ITEM CONTRACT USED TO-
<br />NO. ITEM QTY UNIT UNIT COST AMOUNT DATE EXTENSION
<br />90 REMOVE OR ABANDON PIPE CULVERTS 150 LF ' $4.13 $619.50 100 $413.00
<br />91 REMOVE BITUMINOUS PAVEMENT 10900 SY $1.35 $14,715.00 10800 $14,560.00
<br />92 REMOVE EXISTING SANITARY SEWER b,,LANHOLE I EACH $661.10 $661.10 `l $661 .'10
<br />93 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 880 LF $0.93 $818..40 880 $§18.40
<br />94 SALVAGE 8" DUCTILE IRON PIPE 80 LF $4.13 $330.40 80 $330.40
<br />95 SALVAGE 8" X 8" X 8" DIP TEE I EACH $100.00 $100.00 `l $100.00
<br />96 SALVAGE DIP PLUGS 3 EACH $25.00 $75.00 2 $50.00
<br />97 COMMON EXCAVATION, EV 10000 CY $2.30 $23,000.00 9000 $20,700.00
<br />98 SALVAGED TOI'SOIL FROM STOCKPILE, SV 1200 CY $6.60 $7,920.00 $0.00
<br />99 SALVAGE AND REINSTALL AGGREGATE SURFACE (LV) 1320 CY $8.88 $11,721.60 1320 $11,721.60~
<br />100 AGGREGATE BASE CLASS 5 MODIFIED 2100 TON $9.06 $19,026.00 2100 $19,026.001
<br />I01 MILL BITUMINOIJS SURFACE (I .5") 25 SY $258.00 $6,450.00 $0.00
<br />102 TYPE MV3 WEARING COURSE MIXTURE 1600 TON $37.00 $59,200.00 1500 $55,500,00
<br />103 ,TYPE MV3 NON-WEARING COURSE MIXTURE 4650 TON $35.24 $163,866.00 4506.59 $158,812.23
<br />104 BITUMINOUS MATERIAL FOR TACK COAT 700 GAL $2.17 $1,519.00 900 $1,953.00
<br />105 4" DUCTILE IRON PiPE CLASS 53 640 LF $11.35 $7,264.00 645 $7,320.75
<br />106 6" DUCTILE II,ION PIPE CLASS 53 350 LF $11.73 $4,105.50~ 288 $3,378.24
<br />107 8" DUCTILE IRON PIPE CLASS 52 1200 LF $14.73 $17,676.00: 1139' $16,777.47
<br />108 12" DUCTII.E IRON PIPE CLASS 52 9600 LF $21.77 $208,992.00i 8573 $186,634.21
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<br /> 109 8" SDR 26 PVC PIPE (10-12') 380 LF $9.33 $3,545.40! 380 $3,545.40
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<br /> 110 8" SDR 26 PVC l'IPE (12-14') . 240 LF $9.68 $2,323.20! 240 $2,323.20
<br /> Ill 8" SDR 26 PVC PIPE (14-16') 100 LF $10.52 $1,052.001 100 $1,052.00
<br /> 112 8" SDR26 PVC PIPE(16-18') 100 LF $11.68 $1,168.00: 100 $1,1(38.00
<br /> 113 12" SDR 26 PVC PIPE (10-12') 60 LF $15.44 $926.401 60 $926.40
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<br /> 114 15" SDR 26 PVC PIPE (12-14') 52 LF $19.04 $990.081 52 $990.0§
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<br /> ti5 18" SDR 26 PVC PIPE (10-12') 110 LF $26.79 $2,946.90 110 $2,946.901
<br /> Il6 18" SDR 26 PVC PIPE(12~I4') 170 LF $27.24 $4,630.80 $0.001
<br /> 117 18" SDR26 PVC PIPE (14-16') 40 LF $26.60 $1,064.00 166 $4,415.60
<br /> 118 18" SOR 26 i'VC P1PE 116-18') 200 LF $27.04 $5,408.00 245 $6,624.8~
<br /> 119 18" SDR 26 I'VC I'IPI'; (18-20') 380 LF $27.55 $10,469.00 $0.001
<br /> 120 18" SD[',. 26 I'VC I'll'F. 120-22') 20 LF $28.16 $563.20 $0,00!
<br /> 121 30" C905 I'VC SI)P,-25 PIPE (8-I0') 630 LF $89.47 $56,366.10 630 $56,3(36.101
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<br />G:lSharedDocslMunicipal/ARamseyl
<br />3171/ra3171pe,xlsPAY ESTIMATE NO, 6 PE-4 Rev. 4/14/04
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