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STORM <br />w <br />k§ <br />er <br />Ma <br />tp <br />$N <br />'ESTIMATED C081 <br />"» <br />..■ <br />_, <br />° <br />®F <br />4 - <br />/§KKfk <br />- <br />22 <br />39 490 <br />44 200 <br />$35 500 <br />143 388 <br />6753 440 <br />$59.755 <br />- <br />- <br />- <br />640,000 <br />630.000 <br />08015 <br />009'66 <br />- <br />'1,492 <br />§ <br />p§ <br />33830 <br />388 <br />» <br />. <br />1 <br />35950 <br />339 <br />359 <br />08 <br />355 <br />38231 <br />4709 <br />703 <br />__ <br />a0 <br />° <br />-.. <br />e - <br />©- <br />, © <br />- ; <br />W■ <br />)§ <br />j. <br />\ <br />0 <br />| <br />�'- <br />§ <br />© ®� #■ <br />-- <br />1 61,703 <br />6898 <br />$525 <br />l.0 <br />» <br />§ <br />N W <br />1 ESTIMATED <br />QUANTITY <br />11 <br />17300 <br />460 <br />75 <br />8400 <br />8400 <br />12200 <br />150 <br />880 <br />70 <br />6810 <br />1550 <br />- - -- 70 - - -- <br />§s <br />80 <br />380 <br />310 <br />V Is <br />TOTAL <br />ESTIMATED C0131 <br />om <br />-- <br />6512 <br />1 680 <br />2 440 <br />1 275 <br />352 <br />70 <br />1 703 <br />■ =82§§ <br />- <br />- -- <br />- -- <br />!§ <br />-& <br /># <br />0 000 <br />28 780 <br />642,375. _... <br />39 490 <br />44200 <br />635 500 <br />143 368 <br />753 440 <br />_ 659,755 <br />, <br />680,000 <br />6383,680 <br />$17,440 I <br />618,400 <br />640,000 I <br />630,000 <br />#A <br />( <br />■K§§ <br />§ <br />■ <br />$ <br />TOTAL <br />ESTIMATED <br />QUANTITY <br />11 <br />17300 <br />480 <br />75 <br />6400 <br />8400 <br />12200 <br />150 <br />880 <br />70 <br />6810 <br />1550 <br />70 <br />580 <br />125 <br />60 <br />380 <br />310 <br />_ <br />1053 <br />1935 <br />33830 <br />■ §7B <br />1547 <br />82300 <br />348470 <br />1 <br />35950 <br />338 <br />. <br />.. <br />__ <br />© <br />. <br />- <br />W <br />; <br />i § §3 <br />§§§5 ®s;,#tom.9m <br />__ <br />_, <br />_ <br />;mamma;;! <br />-- <br />-- <br />■mciodp <br />....1,.............• _ <br />- <br />-- - <br />Bq <br />®° <br />. <br />B <br />- <br />°m <br />-ca.f <br />• <br />00.996 <br />00'009'6$ <br />as <br />2ta <br />COSTS: <br />§ <br />EACH <br />LIN FT <br />LIN FT <br />LIN FT <br />UN FT <br />UN FT <br />LIN FT <br />LIN FT <br />UN FT <br />LIN FT <br />LIN FT <br />UN FT <br />LIN FT <br />LIN FT <br />SO FT 1 <br />SQ FT <br />CU YD <br />CU YD <br />SQ FT <br />LIN FT <br />LIN FT <br />SD FT <br />POUND <br />POUND <br />LUMP SUM <br />SQ FT <br />LIN FT <br />LIN FT <br />EACH <br />LIN FT <br />SQ FT <br />UN FT <br />UN FT <br />SQ FT <br />SD FT <br />LUMP SUM <br />LIN FT <br />UN FT <br />EACH <br />EACH <br />LUMP SUM <br />EACH <br />EACH <br />LUMP SUM <br />SQ YD <br />LUMP SUM <br />LUMP SUM <br />§ <br />PAVEMENT MESSAOESRT ARROW) PREF THERMOPLASTIC <br />4" SOLID LINE WHITE -PAINT <br />12" SOLID LINE WHITE -PAINT <br />4" BROKEN LINE WHITE -PAINT <br />4" SOUD LINE YELLOW -PAINT <br />4" DOUBLE SOLID LINE YELLOW -PAINT <br />4" SOLID LINE WHITE -EPDXY <br />24" SOLID LINE WHITE -EPDXY <br />4" BROKEN LINE WHITE -EPDXY <br />8" DOTTED LINE WHITE -EPDXY <br />4" SOLID UNE YELLOW -EPDXY <br />4" DOUBLE SOUD UNE YELLOW -EPDXY <br />24" SOLID LINE YELLOW -EPDXY <br />4" SOLID LINE WHITE -POLY PREFORM <br />4" BROKEN LINE WHITE -POLY PREFORM <br />24" SOUD LINE WHITE -POLY PREFORM <br />24" SOLID LINE WHITE -PREF THERMOPLASTIC <br />CROSSWALK MARKING -POLY PREFORM <br />'CROSSWALK MARKING -PREF THERMOPLASTIC <br />STRUCTURAL CONCRETE (1A43) <br />I2401.501 STRUCTURAL CONCRETE (3Y43) <br />2401.512 BRIDGE SLAB CONCRETE (3Y36) <br />2401.513 TYPE MOD P -1 RAILING CONCRETE (Y48) <br />2401.513 (TYPE MOD P-4 RAILING CONCRETE (3Y48) <br />2401.516 RAISED MEDIAN CONCRETE (3Y46) <br />2401.541 REINFORCEMENT BARS <br />2401.541 REINFORCEMENT BARS (EPDXY COATED) <br />2401.601 STRUCTURE EXCAVATION <br />2401.818 BRIDGE DECK PLANING <br />2402.583 ORNAMENTAL METAL RAILING <br />2402.591 EXPANSION JOINT DEVICES TYPE 4 <br />2402.595 BEARING ASSEMBLY <br />2402.803 STRUCTURAL TUBE RAILING DESIGN T -2 <br />2404.501 CONCRETE WEARING COURSE (3U17A) <br />2405.502 PRESTRESSED CONCRETE BEAMS MN83" <br />2405.511 DIAPHRAGMS FOR TYPE MN83 PREST BEAMS <br />ARCHITECTURAL CONCRETE TEXTURE (FRACTURED GRANITE) <br />ARCHITECTURAL SURFACE FINISH (SINGLE COLOR) <br />REMOVE OLD BRIDGE <br />C-I -P CONCRETE PILING DEUVERED 12" <br />C-I -P CONCRETE PILING DRIVEN 12" <br />C-I-P CONC TEST PILE 80 FT LONG 12" <br />C-I -P CONC TEST PILE 85 FT LONG 12" <br />STEEL SHEET PIING (TEMPORARY) <br />PILE POINTS 12" <br />PILE ANALYSIS <br />)E SYSTEM TYPE (8910) <br />ITE SLOPE PAVING <br />f SYSTEM (LIGHTING) <br />SYSTEM (SIGNALS) <br />Z <br />2582.501 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.503 <br />2582.503 <br />;kViNC4 <br />§k#qq Mmeriai <br />-34- <br />