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N <br />0 <br />z <br />COST EXTENSION <br />UNIT COST <br />23,700.00 5-percent of estimated construction cost with 5-percent contingency. <br />77,841.94 4.4" average aggregate depth per soil borings <br />6" under pavement and driveways <br />0 <br />w <br />U <br />O o O O O <br />O 00 9 lD t O <br />n 00 00 61 M O <br />00 N N O <br />Lf) I� LP) Ln <br />m M ni I� r-i N <br />r-I N N lD <br />-L/} VI VI VI. VI <br />52,173.33 CV to LV conv. factor = 1.3. <br />MnDOT seed mix 25-151 plus fertilizer. <br />> Use $540,000 <br />to ch ch tn• �. tn• c/} <br />O O O O O O O O O O O O O O O O O O <br />O O O O O O O O O O ........ <br />O O O O Lf) Lf) O Ln Lf) O O O <br />Is,N o. Ln <br />M O O 6l OO MO g 00O O O Ln pO <br />M <br />N <br />to to to VI VI VI <br />Lri <br />M <br />tn.VItn-VIVIVIin.to "Ln- <br />CI > <br />0 Q Z 0 0 0 Ln M N O 0 0 0 0 <br />o <br />Q f V r-I r-I M N N O CAD c-I CD O O O O <br />Nr-I N Lf) 00 CD <br />W <br />N <br />Cr; <br />O <br />r-I <br />J w w w J U U 0 0 Li, Li, J cn Li,U Va <br />i V <br />O u <br />O a <br />ea wea <br />H Q <br />ip <br />W <br />fQ <br />O i O <br />c <br />•i <br />a <br />DESCRIPTION <br />MNDOT No. <br />MOBILIZATION <br />SALVAGE & RE -INSTALL MAILBOX SUPPORT <br />L <br />z <7 O a <7 <br />m Z v�i v) <br />F- <br />8. <br />)P <br />7( <br />fl <br />r -I N N N M N 0 8 CD 0 0 <br />O O O O O CD-1 0 0 0 0 <br />Lf) Lf) Lf) Lf) Lf) VD Lf) Lf) Ln Ln Ln <br />r-I 4 4 4 4 Lf) N r-1 I� <br />N 0 0 0 0 0 -1 c1 Lf) 0 CD <br />O r-1 r-I c-I c-I r-I r-1 N M M M <br />NNNNNNN N N N N <br />ADJUST VALVE BOX <br />ADJUST FRAME AND RING CASTING <br />CONCRETE CURB & GUTTER DESIGN B618 <br />7" CONCRETE VALLEY GUTTER <br />STORM DRAIN INLET PROTECTION <br />TURF ESTABLISHMENT <br />N N M r N <br />O O O O O O O <br />CD Lf) Lf) LD Ln Ln Ln <br />CD r-I r-I M 4 Lf) <br />O O m <br />Ln Ln Lf) Lf) Lf) Lf) Lf) <br />N N N N N N N <br />Estimated Construction Cost <br />14-Percent Indirect Cost <br />Estimated Project Cost <br />Sheet 3of6 <br />O <br />Gz <br />G <br />W <br />1— <br />c-I N M Lf) 0 I, 00 0 <br />r-I r-I <br />m Lf1 lD I- 00 <br />r-I r-I r-I r-I r-I r-I r-I <br />