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ci <br />LU <br />• tu <br />CO CC <br />UJ • LO <br />J y j O <br />N <br />W Z <br />CC m w <br />O Z <br />Q a <br />a 5wm <br />—148— <br />9Z 896'£ $ <br />$ 1,000.00 <br />$ 1,599.64 <br />$ 600.30 <br />$ 288.00 <br />6 69 <br />$ 400.00 <br />$ 400.00 <br />$ 240.00 I <br />$ 767.78 <br />64 (» <br />. <br />$ - <br />$ 61,342.40 <br />I 00'Z£Z'E <br />00'EZ£'ZL <br />00086' L $ <br />89'488'E $ <br />84'8E0'1L $ <br />1 00'OOE'£L $ <br />00"00L'Z $ <br />4L'99L $ <br />(vow' t. $ <br />00'008'2 $ <br />I $ 8,040.00 I <br />QUAN <br />COMPLI <br />TO CV <br />HOV3 <br />I <br />I <br />di <br />Si <br />AS <br />AO <br />'anal <br />� <br />NOl <br />af1OH <br />NO1 <br />NOl <br />3l <br />1VJ <br />HOV3 <br />NO1 <br />Jl <br />NO1 <br />AS <br />Al <br />_II <br />i <br />di <br />AO <br />I <br />I <br />afOH <br />afOH <br />� <br />D <br />0 <br />5C0 <br />I 85 <br />1 94 <br />OEZ <br />N N <br />90'69 <br />OL <br />404 <br />184.98 <br />180 <br />40'8LL <br />Z'0 <br />08L <br />L£'£8E <br />99 <br />9£ <br />L9 <br />QUANTITY <br />PREVIOUS <br />ESTIMATE <br />$ 2,645.50 <br />$ 1,000.00I <br />$ 1,599.64 <br />$ 600.30 I <br />$ 288.00 <br />69 69 <br />69 69 <br />69 C9 <br />693 69 <br />$ <br />$ 61,342.40 <br />$ 12,323.00 <br />$ 3,066.96 <br />$ 3,884.58 <br />$ 1,980.00 <br />6 69 <br />fA YJ <br />EA <br />1HOV3 <br />3i <br />S1 <br />I AO <br />AS <br />I AS <br />AO <br />I aflOH <br />af1OH <br />NO1 <br />aflOH <br />NO1 <br />NO1 <br />3l <br />1VO <br />AO <br />HOV3, <br />3l <br />NOl <br />Al <br />NO1 <br />AS <br />13l <br />OV <br />Al I AO <br />aflOH I <br />aflOH <br />aflOH I <br />I � <br />89 <br />1 <br />I 84 <br />OEZ <br />1 OL <br />LET8E <br />08L <br />86'48 L <br />$ 5,291.00 <br />$ 1,000.00 <br />$ 1,599.64 <br />$ 600.30 <br />$ 288.00 <br />I 00 . 00Z $ <br />00'9L9 $ <br />$ 400.00 <br />$ 400.00 <br />$ 240.00 <br />$ 715.00 <br />$ 3,302.00 <br />$ 2,680.00 <br />$ 240.00 <br />$ 61,342.40 <br />$ 12,323.00 <br />$ 800'.00 <br />$ 5,250.00 <br />$ 1,980.00 <br />00'08 $ <br />00'00£'6 $ <br />00 L $ <br />00'09£ $ <br />$ 500.00 <br />00'00E'EL $ 1 <br />$ 766.74 <br />$ 2,700.00 <br />$ 2,800.00 <br />$ <br />11,000.00 <br />00'040'9 $ I <br />80'46£'641. $ <br />ESTIMA <br />BID <br />ANTITY <br />00'1.6Z'9$ <br />$1,000.00 <br />$27.58 <br />00' <br />1.9'2$ <br />1001.$ <br />00'8$ <br />I 00'OOZ$ <br />00'08$ <br />$120.001 <br />$13.00 <br />$127.00 <br />$134.00 <br />Z£•9L9$ <br />00'21.$ <br />00'9$ <br />09'1.91:9$ <br />$21.00 <br />$11.00 <br />00'2$ <br />00'29$ <br />OZ'z$ <br />00'2$ <br />00'009'Z$ <br />00•00£'£1.$ <br />00'91 <br />00'Z$ <br />I $80.00 <br />$200.00 <br />00'OZL$ <br />HOV3 <br />3l <br />91 <br />AO <br />AS <br />AS <br />AO <br />af1OH <br />afOH <br />NO1 <br />afOH <br />NO1 <br />NO1 <br />3l <br />lVJ <br />AO <br />HOV3 <br />3l <br />NO1 <br />3l <br />NO1 <br />AS <br />Al <br />I OV <br />3l <br />AO <br />afOH <br />al0H <br />af1OH <br />.LINfl <br />99 <br />86 <br />OEZ <br />00Z <br />ZL <br />LO N <br />99 <br />Z <br />OZ <br />9Z <br />O L <br />OZI <br />001 <br />081 <br />09Z <br />04 <br />091 <br />009 <br />081. <br />Z'0 <br />081 <br />L£'ESE <br />991 SE <br />L9I <br />.UMrLt ICU I r1NUU V lI JAINLHArc r O, G 1 0 <br />BID ITEM <br />CLEARING AND GRUBBING • <br />REMOVE PIPE CULVERT <br />REMOVE BITUMINOUS PAVEMENT <br />COMMON EXCAVATION (P) (ROADWAY ONLY) <br />SALVAGE TOPSOIL (CV) (P) -I <br />GEOTEXTILE FABRIC. TYPE V <br />COMMON LABORERS <br />7 C . SHOVEL <br />10 C.Y. TRUCK <br />AGGREGATE BASE. CLASS 5 <br />TYPE MV 3 NON - WEARING COURSE MIXTURE (B) <br />TYPE MV 3 WEARING COURSE MIXTURE (B) <br />BITUMINOUS MATERIAL FOR TACK COAT <br />14' X 6' PRECAST CONCRETE BOX CULVERT. CLASS 2 <br />14' X 6' PRECAST CONCRETE BOX CULVERT END SECTION, TYPE 1 <br />GRANNI. AR BACKFILL <br />AGGREGATE BEDDING, MODIFIED <br />17" PIPE TEMPORARY BYPASS <br />RANDOM RIPRAP, CLASS 3 <br />SII T FENCE PREASSEMBLED <br />i <br />J <br />FILTER LOG, TYPE 6" STRAW BIOLOG <br />RAPID STABILIZATION. METHOD 4 <br />SEEDING <br />i <br />CHANGE ORDER NO. 1: <br />I Dewaterina <br />I <br />I Clean Granular Backfill <br />24" Pipe Temporary Bypass (Increase) <br />I Common Laborers <br />2 C Y- Shovel <br />rul 'KO OL I <br />TOTAL AMOUNT INCLUDING CHANGE ORDERS: <br />UN <br />Wall <br />1 vNnn5 <br />s- <br />N <h <br />a N <br />CO i"- <br />CO al <br />L <br />El I ZL <br />1 <br />L I 41 <br />1 <br />4Z I <br />N CO <br />V LO <br />(O <br />ci <br />LU <br />• tu <br />CO CC <br />UJ • LO <br />J y j O <br />N <br />W Z <br />CC m w <br />O Z <br />Q a <br />a 5wm <br />—148— <br />