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PAY ESTIMATE NO. 4 ENGINEER <br />SUNWOOD DRIVE N.W. AND RHINESTONE STREET NW <br /> <br />Bid Schedule "Il." - I,lamsey Local Funding Sunwood Drive NW <br /> <br />ITEM [ ITEM QTY UNIT UNIT COST CONTRACT USED TO- ' EXTENSION <br />NO. AMOUNT DATE <br /> <br /> 90 REMOVE OR ABANDON PIPE CULVERTS 150 LF $4.13 $619.50 100 $413.00 <br /> <br /> 91 REMOVE BFI'UMINOUS PAVEMENT 10900 SY $1.35 $14,715.00 10000 $13,500.00 <br /> 92 REMOVE EXISTING SANITARY SEWER MANHOLE I EACH $661.10 $661.10 1 $661.10 <br /> 93 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 880 LF $0.93 $818.40 $0.00 <br /> <br /> 94 SAI,VAGE 8" DUCT[I,E IRON PIPE 80 LF $4.13 $330.40 80 $330.40 <br /> <br /> 95 SALVAGE 8" X 8" X 8" DIP TEE I EACH $100.00 $100.00 1 $100.00 <br /> 96 SALVAGE DIP PLtJGS 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 TOPSOIl, FROM STOCKPILE, SV 1200 CY $6.60 $7,920.00 $0.00 <br /> 99 SAI,VAGE AND REINSTALL AGGREGATE SURFACE (LV) 1320 CY $8.88 $11,721.60 $0.00 <br /> 100 AGGREGATE BASE CI,ASS 5 MODIFIED 2100 TON $9.06 $19,026.00 $0.00 <br /> 101 MIL(, B[TIJMINOIJS SURFACE (I .5") 25 SY $258.00 $6,450.00 $0.00 <br /> 102 TYPE MV3 WEAl.tING COURSE MIXTURE 1600 TON $37.00 $59,200.00 $0.00 <br /> 103 TYI:'E MV3 NON-WEARIN(;' COURSE MIXTURE 4650 TON $35.24 $163,866.00 4506.59 $158,812.23 <br /> 104 BITUMINOUS MATERIAL FORTACK COAT 700 GAL $2,17 $1,519.00 900 $1,953.00 <br /> t05 4" DUCTILE IRON PIPE CLASS 53 640 LF $11.35 $7,264.00 645 $7,320.75 <br /> 106 6" DtJCTILE IRON PIPE CLASS 53 350 LF $11.73 $4,10~.50 288 $3,378.24 <br /> l07 8" DUCTILE IRON PIPE CLASS 52 1200 LF $14.73 $17,676.00 1139 $16,777.47 <br /> 108 12" I)UCTIIJ'; II(ON I'II"E CLASS 52 96i}0 LF $21.77 $208,992.00 8573 $186,634.21 <br /> 109 8" SDR 26 PVC PIPE (10-12') 380 LF $9.33 $3,545.40 380 $3,545.40 <br /> I10 8" SDR 26 PVC PIPE (12-t4') 240 LF $9.68 $2,323.20 240 $2,323.20 <br /> Ill 8" SDR 26 PVC PIPE (14-16') 100 LF $10.52 $1,052.00 100 $1,052.00 <br /> 112 8" SDR 26 PVC PIPE (t6-18') 100 LF $11.68 $1,168.00 100 $1,168200 <br /> <br /> 113 12" SDR 26 I:'VC PIPE (10-12') 60 LF $15.44 $926.40 60 $926.40 <br /> <br /> 114 15" SD[{ 26 PVC PII'E (12-14') 52 LF $19.04 $990.08 52 $990.08 <br /> 115 18" SDR26 PVC I'IPE (10-12') I10 LF $26.79 $2,946.90 $0.00 <br /> 116 18" SDR 26 PVC PIPE (12-14') 170 LF $27.24 $4,630.80 $0.00 <br /> 117 18" SDR26 PVC PIPE (14-[6') 40 LF $26.60 $1,064.00 $0.00 <br /> 118 18" SDR 26 PVC P[PF, {16-18') 200 LF $27.04 $5,408.0C $0.00 <br /> I19 18" SDR26 PVC I'IPE (18-20') 380 LF $27.55 $10,469.06 $0.001 <br /> 120 18" SDR 26 PVC PIPE (2~-22') 20 LF $28.16 $563.2¢ ' $0.001 <br /> 121 30" C905 I'VC 81)R-25 I'II'~E (8-10') 630 LF $89.47 $56,366.112 630 $56,366.10 <br /> <br />G /SharedDocstMunmipallARamseyl <br />3171/ra3171pe.xlsPAY ESTIMATE NO. 4 PE-4 Rev. 4/14/04 <br /> <br /> <br />