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ENGINEER'S ESTIMATE C.W. HOULE INC. W.B. MILLER INC. <br />UNIT TOTAL UNIT TOTAL UNIT TOTAL <br />DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT <br />O10n u0i 00000 <br />N 01 CID 042 <br />r OaD ;S <br />r r <br />49 49 69. 49 69 <br />1,- <br />1 $ 645.75 <br />1 $ 5.229.25 <br />• <br />0 <br />Cb <br />0 <br />fig <br />$ 3,007.001 <br />nCh <br />Min <br />CO <br />034969694969 <br />800 <br />N <br />r <br />up <br />«;OC4O� <br />O <br />r9. <br />cou) <br />N <br />r <br />88 <br />•- <br />r <br />u7 <br />-- <br />$ 8.797.50 1 <br />80 <br />000 <br />009 <br />6960 <br />$ 75.492.25 1 <br />M <br />s- <br />0 <br />C7 <br />e- <br />49 <br />$ 386.630.501 <br />$ 2.05 <br />$ 51.25 <br />$ 21.50 <br />$ 810.00 <br />$ 1,640.00 <br />I`' <br />6ri <br />11$ 71.75 <br />1$ 2.401 <br />C0 O0 <br />c90 <br />09 <br />p <br />Cv) <br />07 <br />1$ 4.75 1 <br />V�COi <br />t01. <br />69 <br />f/9 <br />$ 32.25 1 <br />$ 37.00 <br />8 <br />69 <br />-- <br />-- <br />00 <br />N <br />69 <br />1$ 15.40 1 <br />$ 660.00 <br />$ 500.00 <br />$ 1,326.00 <br />$ 850.00 <br />$ 1,000.00 <br />0 <br />69 <br />C∎ <br />69 <br />40 <br />02 <br />of <br />69 <br />p <br />6 <br />0T"C <br />49 <br />p <br />ui4 <br />39 <br />0 <br />— <br />63 <br />$ 8,512.00 1 <br />p <br />ui <br />r <br />or <br />69 <br />$ 8,750.001 <br />° <br />is: <br />CO <br />09 <br />° <br />co <br />49 <br />$ 224.75 <br />$ 1,365.001 <br />p <br />0 <br />N <br />f0 <br />69 <br />$ 350.00 1 <br />$ 460.00 <br />$ 66,282.751 <br />$ 123,028.451 <br />$ 357,496.451 <br />$ 11.00 <br />$ 250.00 <br />$ 26.00 <br />$ 850.00 <br />$ 1,000.00 <br />co <br />O• <br />ui <br />49 <br />• <br />- - <br />11$ 6.00 <br />0 <br />r <br />rroNrororiMCN <br />69 <br />0 <br />u) <br />69 <br />0 <br />O <br />09 <br />0 <br />et <br />69 <br />(0 <br />N <br />09 <br />0 <br />O <br />69 <br />0 <br />cc <br />Mr <br />39 <br />010 <br />07 <br />09 <br />V' <br />49 <br />0 <br />u) <br />09 <br />0 <br />OD <br />69 <br />0 <br />u) <br />49 <br />0 <br />09 <br />$ 420.00 <br />$ 400.00 <br />$ 1,275.00 <br />$ 600.00 <br />$ 1,200.00 <br />$ 700.00 <br />O <br />o <br />N" <br />09 <br />$ 24.00 <br />$ 5,339.00 <br />p <br />goo <br />07 <br />0 <br />0 <br />69 <br />8 <br />W <br />69 <br />$ 3,325.001 <br />0 <br />_ooppoog <br />CO <br />N <br />07 <br />00008 <br />N <br />•- <br />T <br />43 <br />O <br />N <br />r <br />69 <br />CO <br />o <br />r <br />69 <br />07 <br />49 <br />N <br />00 <br />$ _ 8,625.001 <br />0 <br />0 <br />N <br />69 <br />$ 400.00 1 <br />p <br />1°c <br />O <br />M <br />A <br />09 <br />O <br />co <br />O <br />O <br />d' <br />V.. <br />09 <br />$ 405,480.50 <br />$ 7.00 <br />$ 200.00 <br />$ 25.00 <br />$ 600.00 <br />$ 1,200.00 <br />1 $ 700.00 <br />0 <br />0 <br />OD <br />49 <br />1 $ 4.00 <br />000Q10n$0S000o10n00 <br />M7 <br />09 <br />409 <br />O <br />O <br />r <br />64 <br />N <br />69. <br />CO <br />09 <br />ONON <br />69 <br />070 <br />49. <br />69 <br />69 <br />T <br />69. <br />49 <br />NN <br />49 <br />69. <br />U, J W J W W <br />W <br />C) <br />09 <br />(AJQUJF- <br />I- <br />HCfU <br />CO) <br />JU <br />60.0 <br />2.0 <br />51.0 <br />1.0 <br />1.0 <br />- <br />Ciro <br />Con <br />000) <br />CD <br />f• <br />M <br />(h <br />1330.01 <br />1940.0 <br />00000 <br />ouiuiui <br />N <br />r <br />M <br />CO <br />4- <br />6 <br />N <br />3450.01 <br />00 <br />00 <br />0 <br />N <br />'STORM SEWER <br />REMOVE 24" CMP STORM PIPE <br />REMOVE SIDE INLET CATCH BASIN <br />15" RCP, CL.5 STORM SEWER PIPE <br />15" RC FLARED END W/TRASH GUARD <br />CURB OPENING CATCH BASIN <br />a <br />a <br />co <br />o <br />z <br />o <br />'CLASS 3 HAND PLACED RIP RAP <br />GEOTEXTILE FABRIC <br />SUBTOTAL - STORM SEWER <br />STREETS & RESTORATION <br />REMOVE BITUMINOUS PAVEMENT <br />SAWCUT BIT. PAVEMENT (FULL DEPTH) <br />SUBGRADE PREPARATION <br />a <br />0 <br />z <br />0 <br />0 <br />x <br />w <br />z <br />2' <br />2 <br />0 <br />D412 CONC. CURB & GUTTER <br />AGGREGATE BASE CLASS 5 <br />2350 TYPE LV 2 OR 3 NON WEAR. COURSE <br />2350 TYPE LV 4 WEARING COURSE <br />CRS -1 BITUMINOUS MATERIAL FOR TACK <br />TOPSOIL BORROW <br />SODDING <br />SILT FENCE <br />WASHED ROCK FOR ROCK ENTRANCE <br />SUBTOTAL - STREETS AND RESTORATION <br />TOTAL ALTERNATE BID 1 <br />GRAND TOTAL BID 1 <br />+- <br />N <br />CO <br />et <br />0 <br />0 <br />I• <br />OD <br />.- <br />N <br />CO <br />a <br />u1 <br />CO <br />I. <br />OD <br />O) <br />OT <br />r <br />CV <br />r <br />BID TABULATION <br />