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W <br />O m <br />m V <br />0WW <br />07 <br />.4 <br />N <br />O m <br />O <br />V <br />O NA <br />W <br />O <br />m <br />W V <br />09 <br />CT <br />A <br />W <br />N <br />O m <br />m <br />V <br />co <br />O <br />A <br />W <br />N <br />s <br />- ENGINEERS • ARCHITECTS • PLANNERS <br />BIDS OPENED: APRIL 2, 2004, AT 10 AM <br />"DENOTES ERROR IN BIDDERS CALCULATION <br />ENGINEER'S ESTIMATE ARNTCONSTRUCTION - CENTRAL LANDSCAPING <br />ITE MN /DOT UNIT TOTAL UNIT TOTAL UNIT TOTAL <br />NO NO DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT <br />2503.603 <br />2503.602 <br />2503.602 <br />2503.602 <br />2503.602 <br />2503.541 <br />2503.541 <br />2503.541 <br />2502.541 <br />2501.515 <br />2501.515 <br />2501.515 <br />2350.503 <br />2357.502 <br />2501.515 <br />2350.502 <br />2211.501 <br />2350.501 <br />2350.501 <br />2123.61 <br />2105.604 <br />2105.522 <br />2105.525 <br />2105.603 <br />2105.511 <br />2105.505 <br />2105.507 <br />2104.523 <br />2105.501. <br />2104.523 <br />2104.523 <br />2104.501 <br />2104.503 <br />2104.505 <br />2104.509 <br />2104.511 <br />2104.513 <br />2104.501 <br />2104.501 <br />2104.501 <br />2101.507 <br />2021.501 <br />2101.502 <br />8" PVC, SDR 35 PIPE SEWER (12' -14' DEPTH) <br />8" PVC, SDR 35 PIPE SEWER (0' -6' DEPTH) <br />8 "X4" PVC WYE (SCHEDULE 40) <br />CONNECT TO EXISTING MANHOLES (SANITARY SEWER) <br />CONNECT TO EXISTING MANHOLES (STORM SEWER) <br />18" RC PIPE SEWER CLASS V DESIGN 3006 <br />24" RC PIPE SEWER CLASS III DESIGN 3006 <br />12" RC PIPE SEWER CLASS V DESIGN 3006 <br />15" RC PIPE SEWER CLASS V DESIGN 3006 <br />TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR. <br />DRIVEWAYS (B) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />12" RC PIPE APRON W/ TRASH GUARD <br />15" RC PIPE APRON W/ TRASH GUARD <br />18" RC PIPE APRON W/ TRASH GUARD <br />24" RC PIPE APRON W/ TRASH GUARD <br />TYPE LV AGG. 3 NON - WEARING COURSE (6) (STREET) <br />AGGREGATE BASE CLASS 5 FOR STREET, TRAIL, & <br />DRIVEWAY (100% CRUSHED) <br />TYPE LV AGG. 3 WEARING COURSE (B) (STREET) <br />TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B) <br />(EXPLORATORY DIGGING <br />IGEOTEXTILE FABRIC TYPE IV , <br />SELECT GRANULAR BORROW (CV) (P) <br />TOPSOIL BORROW (LV) <br />CRUSHED ROCK 6" DEPTH (TRENCH STABILIZING) <br />(DITCH EXCAVATION <br />MUCK EXCAVATION <br />SUBGRADE EXCAVATION <br />SALVAGE GATE VALVE & BOX <br />COMMON EXCAVATION <br />(SALVAGE SIGN <br />(SALVAGE MAIL BOX SUPPORT <br />REMOVE WATERMAIN <br />REMOVE CONCRETE PAVEMENT (DRIVEWAY) <br />REMOVE BITUMINOUS SURFACING <br />REMOVE SIGN TYPE C <br />SAWCUT CONCRETE PAVEMENT (FULL DEPTH) <br />SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) <br />(REMOVE FENCE <br />REMOVE PIPE (CULVERT OR STORM SEWER) <br />REMOVE CURB & GUTTER (ALL TYPES) <br />GRUBBING <br />MOBILIZATION <br />CLEARING <br />162ND STREET RECONSTRUCTION <br />C <br />A <br />03 <br />A <br />N <br />N A <br />I CO <br />a N <br />_ <br />' O <br />Np <br />C71 <br 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/>I $ 300.00 <br />4940494149 <br />W -• <br />O O <br />O O <br />f0 O 10 <br />O O o <br />O O O <br />$ 10.00 <br />$ 7.00 <br />49 <br />V <br />0 <br />O. <br />$ 65.00 <br />$ 30.00 <br />494049 414949 <br />- W <br />W V1 O N N O <br />0000100 <br />O O O O O O <br />�$ 7.00 <br />4949 <br />co <br />bb <br />O O <br />$ 100.00 <br />$ 65,000.00 <br />$ 115.00 <br />49 <br />CD <br />O <br />2 <br />0 <br />O <br />$ 18,432.001 <br />N <br />- <br />N <br />O <br />0 <br />O <br />$ 1,600.00 <br />$ 1,200.00 <br />$ 11,760.00 <br />$ 2,485.00 <br />$ 5,265.00 <br />$ 31,612.00 <br />$ 2,580.00 <br />$ 1,328.00 <br />$ 600.00 <br />$ 9,100.00 <br />$ 750.00 <br />$ 1,800.00 <br />$ 53,526.00 <br />$ .106,890.001 <br />$ 56,474.00 <br />$ 16,851.00 <br />I $ 3,000.00 <br />$ 115,300.00 <br />$ 22,527.00' <br />$ 3,000.00 <br />$ ' 2,565.00 <br />$ 1,845.00 <br />$ 55,740.00 <br />$ 14,000.00 <br />$ 585.00 <br />$ 2,40.00 <br />$ 100.00 <br />$ 24,934.00 <br />$ 50.00 <br />$ 440.00 <br />$ . 34,265.00 <br />$ 30.00 <br />$ 250.00 <br />$ 1,290.00 <br />is 7,427.00 <br />$ " 3,641.00 <br />$ 2,364.00 <br />69 <br />_0647 <br />O <br />O <br />D <br />O <br />41 41 <br />0 _A <br />CO O <br />O O <br />0 0 <br />O O <br />H <br />V <br />C71 <br />O <br />4/ <br />A <br />01 <br />0 <br />H <br />A <br />O <br />O <br />$ 1,850.00 <br />$ 1,075.00 <br />EA 4o <br />110 Wp <br />co O <br />O O <br />$ 19.00 <br />$ 20.50 <br />$ 12.00 <br />$ 1.40 <br />$ 700.00 <br />$ 745.00 <br />$ 810.00 <br />$ 960.00 <br />49 <br />O <br />0 <br />O <br />49 49 69 <br />V -W+ O <br />0 0 0) <br />O O N <br />40 <br />41 <br />0 <br />O <br />0 <br />$ 12.60 <br />$ 0.01 <br />$ 2.80 <br />$ 1.40 <br />49 <br />V <br />A <br />0 <br />49 49 49 <br />N Ut m <br />CO CD W <br />01 CO 0) <br />$ 50.00 <br />$ 25.00 <br />$ 20.00 <br />$ 1.00 <br />$ 1.00 <br />$ 45.00 <br />$ 3.00 <br />$ 1.00 <br />4f <br />• <br />O <br />O <br />41 49 <br />N+ <br />O 0 <br />O O <br />$ 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<br />4 <br />N <br />O <br />0 <br />0 <br />41 4A <br />C� 77 <br />O 09 <br />A O <br />0 O <br />O O <br />O O <br />0 0 <br />$ 17.50 <br />47 <br />co <br />co <br />O <br />41 <br />O <br />O <br />O <br />$ 1,850.00 <br />$ 1,075.00 <br />$ 23.00 <br />$ 29.50 <br />4► 4/ <br />O co <br />co 0 <br />O D <br />00'096 $ <br />00'01.9 t <br />00'9n $ <br />00'00L $ <br />$ <br />09'91• $ <br />40 <br />m <br />W <br />co <br />49 H 40 <br />O7 .CND + <br />a m O <br />01.01 01 - <br />co <br />W <br />0 <br />O <br />0 <br />49 <br />a <br />f0 <br />CO <br />$ 13.25 <br />$ 9.00 <br />$ 7.00 <br />$ ` 6.50 <br />$ ' 6.00 <br />H <br />W <br />co <br />0) <br />$ 25.00 <br />$ `. 15.00 <br />$ 20.00 <br />$ 2.00 <br />$ 1.25 <br />$ 15.00 <br />$ 5.00 <br />$ 3.00 <br />4/ <br />+ <br />O <br />0 <br />$ 12.50 <br />$ 11.00 <br />$ '4.00 <br />$ 24,000.00 <br />1 $ 12.50 <br />3,220.001 <br />40 <br />C' <br />A <br />0 <br />O <br />49 <br />O <br />O <br />0 <br />$ 7,400.00 <br />$ 2,150.00 <br />49 69 <br />N CO <br />A 0) <br />01 O <br />0 0 <br />$ 3,705.00 <br />$ 23,144.50 <br />$ 3,547.50 <br />$ 929.60 <br />$ 700.00 <br />$ 10,430.00 <br />$ `' 810.00 <br />$ 1,920.00 <br />H <br />V <br />O <br />C71 <br />W <br />$ 117,892.45 <br />$ 49,580.85 <br />$ 14,861.76 <br />00.000'£ $ 1 <br />$ 8,400.00 <br />$ 1,667.25 <br />$ 152,772.50 <br />$ 22,527.00 <br />$ 1,435.00 <br />$ 36,231.00 <br />$ 12,000.00 <br />$ 450.00 <br />$ 23,687.30 <br />$ 225.00 <br />$ 120.00 <br />$ 100.00 <br />$ 440.00 <br />$ '17,132.50 <br />$ 15.00 <br />$ 250.00 <br />$ 1,290.00 <br />EA <br />av <br />0 <br />O <br />$ 3,250.00 <br />$ 3,641.00 <br />$ 3,152.00 <br />M 41 <br />W <br />O <br />0 0 <br />O O <br />- <br />