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IPAGE 2 <br /> <br />mSCHEDULE ~.000 <br /> INF'ROVEHENT PROJECT - 82-5 157TH LANE NW <br /> <br /> IT£~ <br /> <br />ESTIHATEB QUANTITY <br /> <br />· <br />m 1, COHHON EXCAVATION 1 LUMP SUN <br />-- 2, BITUHINOUS HATERIAL FOR MIXTURE 50 TON <br /> 3, BITUHINOUS SURFACING 825 TON <br /> 4. AGGREGATE BASE CLASS U 1200 TON <br />m BITUMINOUS DRIVEWAY PAUEHENT 30 SQUARE YD <br /> ~'u. CLEARING & GRUBBING TREES 15 EACH <br /> 7. 11" X lB" CMP 46 LINEAR FT <br /> 8. 11" X 18" CMP APRON 2 EACH <br />m 9.15,, cHP 50 LINEAR FT <br /> 10, 15" CHP APRONS 2 EACH <br /> 11. SOB 200 SQUARE YB <br /> 12. SEED 200 SQUARE YD <br /> 13, HULCH ,1 TON <br />m 14, CLASS A RANDOH RIPRAP 10 CUBIC YDS <br /> <br />iCHEDULE 5,000 <br /> HF'ROVEMENT PROJECT - 82-6 BOWER'S HISSISSIPPI ACRES <br /> <br /> ITE~ ESTIMATED QUANTITY <br /> <br />m 1, COHHDN EXCAVATION 1 LUHP SUM <br /> 2, CLEARING g GRUBBING TREES 130 EACH <br /> 3, BITUMINOUS HATERIAL FOR NIXTURE ZO TON <br />m 4. BITUHINOUS SURFACING 1150 TON <br /> 5, AGGREGATE BASE CLASS V 1650 TON <br /> 6. BITUMINOUS DRIUE~AY PAUEHENT 150 SQUARE YD <br /> 7. CONCRETE DRIUE~AY PAUEHENT 10 SQUARE YB <br /> 8, 12" RCP CLASS III 50 LINEAR FT <br />m 9. 15" RCP CLASS III 815 LINEAR FT <br /> 10. 18" RCP CLASS III 410 LINEAR FT <br /> 11. 24" RCP CLASS III 370 LINEAR FT <br /> 12. 24" RCP FLARED END SECTION <br />m ~iTH TRASH GUARD 1 EACH <br /> 13. ~ANHDLE 5 EACH <br /> 14. CATCH BASIN 3 EACH <br /> 15. TYPE II FILTER BLAN~T 5 CUBIC YDS <br />i 16. CLASS "C" RANDOM RIPRAP 15 CUBIC YDS <br /> 17. CLASS "C" GROUTED RIPRAP 2 CUBIC YDS <br /> lB. SOB 1000 SQUARE YD <br /> 19. SEEPING 1000 SQUARE YB <br /> 20. ~ULCH .5 TON <br /> <br />I;CHEDULE 6,000 <br /> I~PROUEMENT PROJECT - 82-7 BOWER'S NISSISSIPPI ACRES 2N~ ADDITION <br />m iTE~ ESTIHATEB QUANTITY <br /> <br /> 1. GRADING 5 ROAD STA <br />m 2. BITUMINOUS MATERIAL FOR MIXTURE 9 TON <br /> 3. BITUMINOUS SURFACING 150 TON <br /> 4. AGGREGATE BASE CLASS U 250 TON <br /> <br />ICHEBULE 7,000 <br /> HPROUEHENT PROJECT - 82-8 DEERWOOD <br /> <br />ITE~ <br /> <br />1, GRADING <br />2, BITUHINOUS HATERIAL FOR HIXTURE <br />3. BITUNINOUS SURFACING <br />4, AGGREGATE BASE CLASS U <br />5, BITUHINOUS DRIVEWAY PAUEHENT <br />6, CHANNEL CLEANING <br />Z, SEEDING <br />8, HULCH <br /> <br />ESTIHATEB OUANTITY <br /> <br /> 61 ROAD 8TA <br />100 TON <br />1650 TON <br />1500 TON <br /> 50 SQUARE YD <br /> 200 LINEAR FT <br /> 200 SQUARE FT <br /> ,1 TON <br /> <br />QUANTITY <br />USED TO DATE <br /> <br />UNIT PRICE <br /> <br />· 5 LS 5000.O0/LS <br />0 T 165.00/T <br />0 T IO.O0/T <br />0 T 5.00IT <br />0 SY IO.O0/SY <br />0 EA 50.O0/EA <br />0 LF 17.00/LF <br />0 EA 90,O0/EA <br />0 LF 16,00/LF <br />0 EA ZG,00/EA <br />0 SY 2.00/SY <br />0 SY 0.75/SY <br />0 T 300.O0/T <br />0 CY 35.00/CY <br /> <br />TOTAL SCHEDULE 4.000 <br /> <br />QUANTITY <br />USED TO DATE <br /> <br />UNIT PRICE <br /> <br />0 LS IO000.O0/LS <br />0 EA 75.00/EA <br />0 T 165.00/T <br />0 T IO.O0/T <br />0 T 5.00/T <br />0 ST 6.O0/SY <br />0 SY 25.00/SY <br />0 LF 16.50/LF <br />0 LF 18.00/LF <br />0 LF 20.20/LF <br />0 LF 28.00/LF <br /> <br />0 EA 900,O0~A <br />0 EA 900.O0/EA <br />O.EA 750,O0/EA <br />0 CT ~O.O0/CY <br />0 CY 40.O0/CY <br />0 CY 75.00/CY <br />0 SY 1.60/SY <br />0 SY 0.35/SY <br />0 T 300.O0/T <br /> <br />TOTAL SCHEDULE 5.000 <br /> <br />QUANTITY <br />USED TO DATE <br /> <br />UNIT PRICE <br /> <br />0 RD STA <br />OT <br />OT <br />OT <br /> <br />EXTENSION <br /> <br />2500.00 <br /> 0,00 <br /> 0,00 <br /> 0,00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0,00 <br /> 0.00 <br /> 0.00 <br /> 0,00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> <br />2500,00 <br /> <br />QUANTITY <br />USED TO BATE <br /> <br />EXTENSION <br /> <br />$ 0.00 <br /> 0.00 <br /> 0.00 <br /> 0,00 <br /> 0.00 <br /> 0,00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> <br /> 0,00 <br /> 0.® <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> 0.00 <br /> <br />$ 0.00 <br /> <br />EXTENSION <br /> <br /> 75.00/RB STA $ 0.00 <br />165.00/T O.O0 <br />IO.O0/T 0.00 <br />5.00/T 0.00 <br /> <br />TOTAL SCHEDULE 6.000 <br /> <br />UNIT PRICE <br /> <br />$ 0.00 <br /> <br /> 61 RD STA <br /> OT <br /> OT <br />1480.65 T <br /> 0 SY <br /> 0 LF <br /> 0 SF <br /> OT <br /> <br />EXTENSION <br /> <br />75.00/RD STA $ 4575,00 <br />165,00/T 0,~ <br />IO.O0/T 0,00 <br />5.00/T 7403.25 <br />IO.O0/SY 0.00 <br />1.O0/LF 0.00 <br />0.75/SF 0,00 <br />300.O0/T 0,00 <br /> <br />TOTAL ~HEBULE 7.000 $ 11978.~ <br /> <br /> <br />