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• <br />E <br />w <br />i <br />a <br />W <br />0 <br />Z <br />COST EXTENSION <br />UNIT COST <br />13,700.00 5-percent of estimated construction cost with 5-percent contingency. <br />43,561.60 12.67" average aggregate depth per soil borings <br />6" under pavement and driveways. <br />-(/).if}-V,-V,-V,-c/}-V, c!} tn. <br />CV to LV conv. factor = 1.3. <br />MnDOT seed mix 25-151 plus fertilizer. <br />> Use $320,000 <br />tD <br />L; <br />N <br />00 <br />r-I <br />M <br />cf} cf). cf} c c/} i/} -cf} <br />O O O O O O O O O O O O O O O O O O <br />O O O 00000.0 O O O O O O O O O <br />O O O O Ln Ln n O O g O O O gO N 0. MO OO Ln 6lLOM 00 OO Ln <br />M <br />- } il} tf} tl} if} if} i.n- tf} ih <br />00 <br />M <br />0 >- <br />1.1 <br />01. L0 O f 00 0N0 00 0 0 0 .0 .0rn <br />O O <br />Q N N N O 00 Ln 0 0 06 0 00 O <br />Na00 N r M Ln <br />DESCRIPTION <br />MNDOT No. <br />MOBILIZATION <br />Q Q Q LL (/ ) Q Lu <br />Z Z Q Q LL >- a > <br />O O w w J cn U Va <br />SALVAGE & RE -INSTALL MAILBOX SUPPORT <br />z <br />U <br />GRUBBING <br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) <br />COMMON EXCAVATION <br />SUBGRADE PREPARATION <br />AGGREGATE BASE CLASS 5 MODIFIED (CV) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />O <br />U <br />M <br />W <br />oC <br />X_ <br />2 <br />cn <br />0 <br />0 <br />U <br />(9 <br />z <br />z <br />0 <br />z <br />Ln <br />T -1 <br />d <br />W <br />d <br />>- <br />Ln <br />rl <br />U <br />M <br />w <br />cc <br />0 <br />H <br />X_ <br />2 <br />w <br />0C <br />0 <br />0 <br />U <br />0 <br />z <br />W <br />Ln <br />01 <br />d <br />W <br />d <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 />0 <br />0 <br />TURF ESTABLISHMENT <br />-i N N N M N 01 f� LD Ol Ol N N M N <br />O O O O O O r-I O O O 00000000 <br />Ln Ln Ln Ln Ln (.0Ln Ln Ln Ln Ln CO Ln Ln Lc) Is, Is, Ln <br />c-1 a a a a Ln N r1 O O l0 r1 r-I M Ln <br />N 0 0 0 0 0 Ln l0 l0 O O M M I� N <br />O r-I r-I c-I c-I c-I c-I N M Cr,M Ln Ln Ln Ln Ln Ln Ln <br />N N NNNNN N NNNNNN N N N <br />Estimated Construction Cost <br />14-Percent Indirect Cost <br />Estimated Project Cost <br />Sheet 4 of 6 <br />T -1 N M Ln lD <br />00 CY, <br />O r-I N M Ln l0 h 00 <br />rl r-I r-I r-I r-I r-I r-I r-I r-I <br />