PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 12/22/14 EST. NO. 062 TIME 08:25 AM R.E. NAME: TSIGELMAN, IGOR 04-294914 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0028-1 -16,148.65 E.W. @ F.A.(+) 082810 N G067.0 DAO CORRECTING ENTRY 0028-2 14,180.44 082810 N G067.0 DAO CORRECTING ENTRY 0173-1 -23,788.99 040411 N G204.0 DAO CORRECTING ENTRY 0173-2 22,727.46 040411 N G204.0 DAO CORRECTING ENTRY 0304-1 -23,913.08 082911 N G229.0 DAO CORRECTING ENTRY 0304-2 22,757.70 082911 N G229.0 DAO CORRECTING ENTRY 0316-1 -3,559.71 042611 N G239.0 DAO CORRECTING ENTRY 0316-2 3,096.95 042611 N G239.0 DAO CORRECTING ENTRY 1075-1 -6,484.40 052314 N G866.0 DAO CORRECTING ENTRY 1075-2 5,641.43 052314 N G866.0 DAO CORRECTING ENTRY 1149 1,943.39 090814 N G920 0 1157 936.46 091014 N G930 0 009 0019 1,100.55 E.W. @ F.A.(+) 062214 N R19210 0020 4,176.59 070614 N R19300 018 0164-1 -2,237.62 E.W. @ F.A.(+) 041613 Y R10210 DAO CORRECTING ENTRY 0164-2 1,974.50 041613 Y R10210 DAO CORRECTING ENTRY 0204-1 -7,340.44 060413 Y R11250 DAO CORRECTING ENTRY 0204-2 7,238.48 060413 Y R11250 DAO CORRECTING ENTRY 0283 4,528.63 050214 Y R20190 019 0046 4,062.30 E.W. @ F.A.(+) 043013 N T_5590 025 0006-1 -9,581.41 A.C. @ F.A.(+) 061610 Y R067.0 DAO CORRECTING ENTRY 0006-2 9,533.71 061610 Y R067.0 DAO CORRECTING ENTRY 026 0017-1 -2,310.69 E.W. @ F.A.(+) 061013 N G579.0 DAO CORRECTING ENTRY 0017-2 2,221.07 061013 N G579.0 DAO CORRECTING ENTRY 0038-1 -1,317.56 040214 N G793-0 DAO CORRECTING ENTRY 0038-2 1,197.10 040214 N G793-0 DAO CORRECTING ENTRY 048 0018-1 -19,648.62 A.C. @ F.A.(+) 011214 Y R17170 DAO CORRECTING ENTRY 0018-2 17,094.30 011214 Y R17170 DAO CORRECTING ENTRY 0022-1 -19,388.30 112413 Y R18880 DAO CORRECTING ENTRY 0022-2 16,867.83 112413 Y R18880 DAO CORRECTING ENTRY 0025-1 -37,325.48 122713 Y R16470 DAO CORRECTING ENTRY 0025-2 32,473.16 122713 Y R16470 DAO CORRECTING ENTRY 0026-1 -57,754.57 112113 Y R16480 DAO CORRECTING ENTRY 0026-2 50,246.47 112113 Y R16480 DAO CORRECTING ENTRY 061 0001-1 -14,919.34 E.W. @ F.A.(+) 120610 N G174.0 DAO CORRECTING ENTRY 0001-2 14,335.71 120610 N G174.0 DAO CORRECTING ENTRY 0005-1 -1,491.44 061211 N G237.0 DAO CORRECTING ENTRY 0005-2 1,392.77 061211 N G237.0 DAO CORRECTING ENTRY 0006-1 -5,470.19 061211 N G238.0 DAO CORRECTING ENTRY 0006-2 5,157.65 061211 N G238.0 DAO CORRECTING ENTRY 0007-1 -7,217.24 061111 N G241.0 DAO CORRECTING ENTRY 0007-2 6,650.81 061111 N G241.0 DAO CORRECTING ENTRY 072 0051-1 -1,518.00 A.C. @ F.A.(+) 111412 Y R494.1 DAO CORRECTING ENTRY 0051-2 1,320.66 111412 Y R494.1 DAO CORRECTING ENTRY 0052-1 -3,377.02 111312 Y R493.0 DAO CORRECTING ENTRY 0052-2 3,246.29 111312 Y R493.0 DAO CORRECTING ENTRY 0060-1 -1,345.96 111512 Y R527.0 DAO CORRECTING ENTRY 0060-2 1,170.98 111512 Y R527.0 DAO CORRECTING ENTRY 0131-1 -12,776.50 112613 Y R15290 DAO CORRECTING ENTRY 0131-2 11,115.56 112613 Y R15290 DAO CORRECTING ENTRY 0141-1 -1,054.06 112613 Y R15291 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 12/22/14 EST. NO. 062 TIME 08:25 AM R.E. NAME: TSIGELMAN, IGOR 04-294914 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0141-2 917.04 112613 Y R15291 DAO CORRECTING ENTRY 079 0060-1 -2,839.93 A.C. @ F.A.(+) 040413 Y R984.0 DAO CORRECTING ENTRY 0060-2 2,470.73 040413 Y R984.0 DAO CORRECTING ENTRY 0077-1 -3,225.75 040513 Y R10330 DAO CORRECTING ENTRY 0077-2 2,806.41 040513 Y R10330 DAO CORRECTING ENTRY 083 0008 1,365.46 E.W. @ F.A.(+) 042512 N D108.2 0009 6,155.11 042612 N D109.2 0010 2,771.05 042712 N D110.2 104 0001-1 -14,836.24 E.W. @ F.A.(+) 072911 Y G236.0 DAO CORRECTING ENTRY 0001-2 14,470.59 072911 N G236.0 DAO CORRECTING ENTRY 0002-1 -5,758.39 071811 Y G231.1 DAO CORRECTING ENTRY 0002-2 5,510.24 071811 N G231.1 DAO CORRECTING ENTRY 0006 2,412.30 090514 N T_9404 0007 1,619.01 090414 N T_9407 0008 12,929.55 090514 N G919 0 0009-1 -11,489.20 090414 N G918.0 DAO CORRECTING ENTRY 0011 2,024.39 091614 N G929 0 108 0004 15,753.60 A.C. @ U.P.(+) 101113 N C108.3 123 0026-1 -3,423.99 A.C. @ F.A.(+) 041013 Y R10370 DAO CORRECTING ENTRY 0026-2 3,073.71 041013 Y R10370 DAO CORRECTING ENTRY 0038-1 -29,854.00 103013 Y R15300 DAO CORRECTING ENTRY 0038-2 25,972.98 103013 Y R15300 DAO CORRECTING ENTRY 0041-1 -2,462.96 103013 Y R15301 DAO CORRECTING ENTRY 0041-2 2,142.77 103013 Y R15301 DAO CORRECTING ENTRY 144 0074 1,725.90 E.W. @ F.A.(+) 041414 Y T_8817 156 0003-1 -5,634.54 E.W. @ F.A.(+) 072912 N G304.0 DAO CORRECTING ENTRY 0003-2 4,902.05 072912 N G304.0 DAO CORRECTING ENTRY 0007-1 -3,343.73 072812 N G336.0 DAO CORRECTING ENTRY 0007-2 2,909.03 072812 N G336.0 DAO CORRECTING ENTRY 157 0068-1 -3,940.57 A.C. @ F.A.(+) 040813 Y R10420 DAO CORRECTING ENTRY 0068-2 3,590.30 040813 Y R10420 DAO CORRECTING ENTRY 162 0006-1 -6,347.48 E.W. @ F.A.(+) 112712 Y R497.0 DAO CORRECTING ENTRY 0006-2 5,970.07 112712 Y R497.0 DAO CORRECTING ENTRY 0007-1 -3,496.86 112812 Y R498.0 DAO CORRECTING ENTRY 0007-2 3,277.31 112812 Y R498.0 DAO CORRECTING ENTRY 0020-1 -6,347.22 013013 Y R570.0 DAO CORRECTING ENTRY 0020-2 5,996.94 013013 Y R570.0 DAO CORRECTING ENTRY 0022-1 -10,039.85 012913 Y R567.0 DAO CORRECTING ENTRY 0022-2 9,689.57 012913 Y R567.0 DAO CORRECTING ENTRY 0023-1 -8,963.66 112612 Y R496_0 DAO CORRECTING ENTRY 0023-2 8,613.37 112612 Y R496_0 DAO CORRECTING ENTRY 0090-1 -8,500.80 032013 Y R964.0 DAO CORRECTING ENTRY 0090-2 7,395.70 032013 Y R964.0 DAO CORRECTING ENTRY 0092-1 -4,048.00 041213 Y R966.0 DAO CORRECTING ENTRY 0092-2 3,521.76 041213 Y R966.0 DAO CORRECTING ENTRY 0093-1 -1,047.94 020113 Y R980.0 DAO CORRECTING ENTRY 0093-2 929.53 020113 Y R980.0 DAO CORRECTING ENTRY 0094-1 -1,951.38 020713 Y R981.0 DAO CORRECTING ENTRY 0094-2 1,852.71 020713 Y R981.0 DAO CORRECTING ENTRY 0140-1 -14,927.00 101113 Y R14120 DAO CORRECTING ENTRY 0140-2 12,986.49 101113 Y R14120 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 12/22/14 EST. NO. 062 TIME 08:25 AM R.E. NAME: TSIGELMAN, IGOR 04-294914 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0146-1 -33,193.60 100213 Y R14180 DAO CORRECTING ENTRY 0146-2 28,878.43 100213 Y R14180 DAO CORRECTING ENTRY 0153-1 -52,725.20 110613 Y R14650 DAO CORRECTING ENTRY 0153-2 45,870.92 110613 Y R14650 DAO CORRECTING ENTRY 0159-1 -22,770.00 103013 Y R15310 DAO CORRECTING ENTRY 0159-2 19,809.90 103013 Y R15310 DAO CORRECTING ENTRY 0188 12,969.90 092913 Y R17040 0189-1 -6,449.53 112013 Y R17050 DAO CORRECTING ENTRY 0189-2 5,611.09 112013 Y R17050 DAO CORRECTING ENTRY 0199-1 -1,878.53 103013 Y R18370 DAO CORRECTING ENTRY 0199-2 1,634.31 103013 Y R18370 DAO CORRECTING ENTRY 0201-1 -1,827.93 052914 Y R18710 DAO CORRECTING ENTRY 0201-2 1,590.29 052914 Y R18710 DAO CORRECTING ENTRY 0203-1 -2,397.18 092013 Y R18490 DAO CORRECTING ENTRY 0203-2 2,085.55 092013 Y R18490 DAO CORRECTING ENTRY 0204-1 -2,017.68 100313 Y R18500 DAO CORRECTING ENTRY 0204-2 1,755.38 100313 Y R18500 DAO CORRECTING ENTRY 0206-1 -885.50 100813 Y R18970 DAO CORRECTING ENTRY 0206-2 770.39 100813 Y R18970 DAO CORRECTING ENTRY 0208-1 -815.93 052914 Y R19000 DAO CORRECTING ENTRY 0209-1 -395.32 061614 Y R19050 DAO CORRECTING ENTRY 0209-2 343.93 061614 Y R19050 DAO CORRECTING ENTRY 0219 815.93 052914 Y R19009 164 0014-1 -20,430.70 E.W. @ F.A.(+) 103113 Y R16330 DAO CORRECTING ENTRY 0014-2 17,774.70 103113 Y R16330 DAO CORRECTING ENTRY 0019 1,827.93 052914 Y R18740 0019-1 -1,827.93 052914 Y R18740 DAO CORRECTING ENTRY 0019-2 1,590.29 052914 Y R18740 DAO CORRECTING ENTRY 174 0112-1 -2,889.77 E.W. @ F.A.(+) 041513 Y R10610 DAO CORRECTING ENTRY 0112-2 2,539.49 041513 Y R10610 DAO CORRECTING ENTRY 0243-1 -695.75 082913 Y R18200 DAO CORRECTING ENTRY 0243-2 605.31 082913 Y R18200 DAO CORRECTING ENTRY 0244-1 -2,783.00 090613 Y R18210 DAO CORRECTING ENTRY 0244-2 2,421.21 090613 Y R18210 DAO CORRECTING ENTRY 0245-1 -7,659.58 091313 Y R18220 DAO CORRECTING ENTRY 0245-2 6,663.83 091313 Y R18220 DAO CORRECTING ENTRY 0246-1 -6,679.20 092013 Y R18230 DAO CORRECTING ENTRY 0246-2 5,810.90 092013 Y R18230 DAO CORRECTING ENTRY 0247-1 -7,605.82 092713 Y R18240 DAO CORRECTING ENTRY 0247-2 6,617.06 092713 Y R18240 DAO CORRECTING ENTRY 0248-1 -6,875.28 100413 Y R18250 DAO CORRECTING ENTRY 0248-2 5,981.49 100413 Y R18250 DAO CORRECTING ENTRY 0282-1 -7,140.93 052914 Y R18750 DAO CORRECTING ENTRY 0282-2 6,212.60 052914 Y R18750 DAO CORRECTING ENTRY 184 0041 2,951.15 A.C. @ F.A.(+) 011713 Y R612.0 0042 2,951.15 011813 Y R613.0 0051 3,419.38 012513 Y R652.0 0143 6,511.90 101913 Y R14330 0254 3,505.83 031214 Y R17910 0278 11,937.29 110513 Y R14700 185 0036 665.78 A.C. @ F.A.(+) 081114 Y T_9251 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 12/22/14 EST. NO. 062 TIME 08:25 AM R.E. NAME: TSIGELMAN, IGOR 04-294914 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0052 4,002.01 042914 Y R18470 0076 19,413.70 082014 Y R20090 0079 1,434.40 080614 Y T_9249 0104 85.97 112114 Y R20210 188 0018 468.14 E.W. @ F.A.(+) 092612 Y T_9004 198 0033 30,076.20 E.W. @ F.A.(+) 121514 Y T_99S8 200 0051-1 -6,160.97 E.W. @ F.A.(+) 040714 N G799.0 DAO CORRECTING ENTRY 0051-2 5,427.69 040714 N G799.0 DAO CORRECTING ENTRY 0058-1 -2,941.27 040314 N G796-0 DAO CORRECTING ENTRY 0058-2 2,724.29 040314 N G796-0 DAO CORRECTING ENTRY 201 0057 740.73 E.W. @ F.A.(+) 061714 N T_9429 210 0042 385.37 E.W. @ F.A.(+) 031913 Y T=4716 0043 237.05 031813 Y T=4715 220 0003 8,269.97 A.C. @ F.A.(+) 100313 Y R14000 222 0003-1 -2,221.57 E.W. @ F.A.(+) 022613 N G387.0 DAO CORRECTING ENTRY 0003-2 2,051.78 022613 N G387.0 DAO CORRECTING ENTRY 256 0014 250,945.00 A.C. @ L.S.(+) 121614 Y 256LS0 270 0001 5,962.59 A.C. @ F.A.(+) 081713 Y R12440 0006-1 -10,177.52 092313 Y R13740 DAO CORRECTING ENTRY 0006-2 10,098.58 092313 Y R13740 DAO CORRECTING ENTRY 273 0008-1 -1,644.50 E.W. @ F.A.(+) 052914 Y R18770 DAO CORRECTING ENTRY 0008-2 1,430.72 052914 Y R18770 DAO CORRECTING ENTRY 0009-1 -3,535.68 013014 Y R18860 DAO CORRECTING ENTRY 0009-2 3,076.04 013014 Y R18860 DAO CORRECTING ENTRY 0015-1 -1,321.93 070614 Y R19190 DAO CORRECTING ENTRY 0015-2 1,150.07 070614 Y R19190 DAO CORRECTING ENTRY 0016-1 -4,149.20 070614 Y R19200 DAO CORRECTING ENTRY 0016-2 3,609.80 070614 Y R19200 DAO CORRECTING ENTRY 0018-1 -10,676.60 061014 Y R19560 DAO CORRECTING ENTRY 0018-2 9,288.64 061014 Y R19560 DAO CORRECTING ENTRY 0019-1 -4,857.60 070614 Y R19570 DAO CORRECTING ENTRY 0019-2 4,226.11 070614 Y R19570 DAO CORRECTING ENTRY 275 0007-1 -5,477.45 E.W. @ F.A.(+) 091013 Y R15210 DAO CORRECTING ENTRY 0007-2 4,765.39 091013 Y R15210 DAO CORRECTING ENTRY 277 0092 198.54 E.W. @ F.A.(+) 080114 N T 9245 0126 8,802.52 082714 N G917 0 0131 431.70 080514 N T92479 0132 31,246.82 111114 N G934 0 281 0001-1 -3,655.85 A.C. @ F.A.(+) 052914 Y R18780 DAO CORRECTING ENTRY 0001-2 3,180.60 052914 Y R18780 DAO CORRECTING ENTRY 0002-1 -1,960.75 052914 Y R18790 DAO CORRECTING ENTRY 0002-2 1,705.86 052914 Y R18790 DAO CORRECTING ENTRY 0004-1 -1,821.60 061314 Y R18910 DAO CORRECTING ENTRY 0004-2 1,584.79 061314 Y R18910 DAO CORRECTING ENTRY 0005-1 -3,788.68 100413 Y R18510 DAO CORRECTING ENTRY 0005-2 3,296.15 100413 Y R18510 DAO CORRECTING ENTRY 0007-1 -2,530.00 070614 Y R19160 DAO CORRECTING ENTRY 0007-2 2,201.10 070614 Y R19160 DAO CORRECTING ENTRY 0012 4,938.44 061914 Y R19360 284 0016 1,725.90 E.W. @ F.A.(+) 011314 Y T_6086 0019 1,948.10 010214 Y T_6100 1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 0 DATE 12/22/14 EST. NO. 062 TIME 08:25 AM 0 R.E. NAME: TSIGELMAN, IGOR 04-294914 0 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 287 0014 3,512.22 E.W. @ F.A.(+) 091514 Y R19960 296 0002-1 -11,761.10 E.W. @ F.A.(+) 112113 N G696.0 DAO CORRECTING ENTRY 0002-2 11,696.15 112113 N G696.0 DAO CORRECTING ENTRY 0004-1 -19,501.21 112313 N G698.0 DAO CORRECTING ENTRY 0004-2 18,876.30 112313 N G698.0 DAO CORRECTING ENTRY 0031-1 -1,568.60 112213 N G749.0 DAO CORRECTING ENTRY 0031-2 1,517.63 112213 N G749.0 DAO CORRECTING ENTRY 300 0007 1,784.90 E.W. @ F.A.(+) 012114 N T_8608 0008 1,784.90 012214 N T_8609 305 0042 5,250.60 A.C. @ F.A.(+) 040214 N T_7852 0043 4,010.89 032014 N T=7845 0049 761.90 080114 N T_9417 308 0002-1 -3,375.02 E.W. @ F.A.(+) 031014 Y R17740 DAO CORRECTING ENTRY 0002-2 2,936.26 031014 Y R17740 DAO CORRECTING ENTRY 0006 958.55 062414 Y T_8736 0008 958.99 070814 Y T_8926 0009 1,330.27 070914 Y T_8928 309 0005 2,575.19 E.W. @ F.A.(+) 100214 Y R20020 0006 1,236.07 101414 Y R20080 0009 3,093.52 110414 Y R20180 0010 2,210.91 111014 Y R20200 310 0006 4,452.81 E.W. @ F.A.(+) 100114 Y R20040 0013 2,142.37 101314 Y T_9535 325 0003 6,915.99 E.W. @ F.A.(+) 092414 N G933 0 326 0001 2,108.62 E.W. @ F.A.(+) 090914 N G924 0 0002 317.49 091014 N G925 0 0003 1,247.29 091014 N G926 0 0004 15,259.02 091214 N G927 0 0005 308.15 091514 N G932 0 459,125.46 TOTAL THIS ESTIMATE 0 75,160,489.21 TOTAL PREVIOUS ESTIMATE 0 75,619,614.67 TOTAL TO DATE 1 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 0 DATE 12/22/14 EST. NO. 062 TIME 08:25 AM 0 R.E. NAME: TSIGELMAN, IGOR 04-294914 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 LATE PICKUP JUNE2-10 -24,000.00 006 JUNE 2010 ESTIMATE 24,000.00 007 AUG SCHEDULE UPDATE -3,295,220.00 010 AUG SCHEDULE UPDATE 3,295,220.00 011 CEM TRUCKING OCT&NOV -20,000.00 026 RESTAKING & CHARGES -1,360.00 026 CEM FOR 2404 DEC -10,000.00 027 CEM FORM 2404 JAN -10,000.00 028 NSDCP NON-COMPLIANCE -100,000.00 028 SWPPP-NS2CP -100,000.00 029 CEM 2404 EST 26 20,000.00 030 CEM 2404 FEB & MARCH -20,000.00 030 CEM2404 APRIL -10,000.00 031 CEM2404 EST 27,28,30 30,000.00 031 CEM 2404 MARCH EST30 10,000.00 032 CEM 2404 MAY REPORT -10,000.00 032 TUTOR NSDCP EST28 100,000.00 032 CEM 2404 EST 31 10,000.00 033 CEM 2404 EST 32 10,000.00 033 CUT STATE INSPCT 242 -5,000.00 034 EEO REPORTS -5,000.00 034 CEM JULY TRUCKING -10,000.00 035 EEO REPORTS EST 34 5,000.00 035 CEM JULY EST35 10,000.00 036 OCT ARRA RPT INC -10,000.00 037 CEM TRUCKING RPT -10,000.00 038 NOV ARRA RPT INCOMPL -10,000.00 038 OCT ARRA EST 37 10,000.00 038 SWPPP DEFICIENCIES -100,000.00 038 CEM NOV TRUCKING RPT -10,000.00 039 CEM TRUCKING EST 38 10,000.00 039 JACO TRUCKING RPTS -20,000.00 039 NOV ARRA EST 38 10,000.00 039 NSDCP EST 29 100,000.00 039 CEM TRUCKING DEC -10,000.00 040 CEM REPORT EST 40 10,000.00 041 CEM REPORT EST 39 10,000.00 041 SWPPP EST 38 100,000.00 041 ARRA MARCH INCOMPLET -10,000.00 042 FORM2404 JAN&FEB TSC -10,000.00 042 FORM2404 JAN&FEB GBA -20,000.00 042 JACO TRUCKING EST 39 20,000.00 042 ARRA APR INCOMPLETE -10,000.00 043 ARRA MARCH EST 42 10,000.00 043 FORM 2404 TSC EST 42 10,000.00 043 FORM 2404 GB EST 42 20,000.00 043 ARRA APR EST 43 10,000.00 045 ARRA JUL DELINQUENT -10,000.00 045 ARRA JUL DELINQUENT -10,000.00 046 1 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 0 DATE 12/22/14 EST. NO. 062 TIME 08:25 AM 0 R.E. NAME: TSIGELMAN, IGOR 04-294914 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CT LTR 3176 EST 45 10,000.00 046 ARRA AUG DELINQUENT -10,000.00 047 ARRA JUN EST 45 10,000.00 047 CT LTR 3176 EST 45 -10,000.00 047 ARRA AUG EST 47 10,000.00 048 ARRA JUL EST 46 10,000.00 048 ARRA RPT OCT 2013 -10,000.00 049 ARRA RPT NOV 2013 -10,000.00 050 ARRA RPT DEC 2013 -10,000.00 051 ARRA JAN REPORT -10,000.00 052 ARRA NOV EST 50 10,000.00 052 ARRA OCT EST 49 10,000.00 052 2013 EEO REPORT -10,000.00 052 ARRA REPORT FEB 2014 -10,000.00 053 ARRA REPORT MAR 2014 -10,000.00 054 ARRA RPT DEC EST 51 10,000.00 054 ARRA RPT JAN EST 52 10,000.00 054 ARRA REPORT APR 2014 -10,000.00 055 2013 EEO RPT EST 52 10,000.00 055 ARRA FEB EST 53 10,000.00 056 ARRA MAY 2014 -10,000.00 056 ARRA APR EST 55 10,000.00 057 ARRA JUNE REPORT -10,000.00 057 ARRA MAR EST 54 10,000.00 057 ARRA MAY EST 56 10,000.00 057 CPM SWPPP DELIQUENT -100,000.00 057 ARRA JUNE EST 57 10,000.00 058 FHWA 1391 DELINQUENT -10,000.00 058 CPM DELINQUENT -50,000.00 059 CT LTR 3791 -20,000.00 059 UDBE ISSUES -140,000.00 059 FHWA 1391 EST 58 10,000.00 061 UDBE CT LTR 3837 -173,192.00 061 FORM 1391 ORIGINALS -1,000.00 062 -1,000.00 -490,552.00 0 LABOR COMPLIANCE VIOLATION 0 MISSING CEM-2404 -10,000.00 009 DRILL TECH PAYROLL -10,000.00 013 MISSING TRUCKING RPT -10,000.00 015 DRILL TECH EST 13 10,000.00 016 CEM FORM 2404 -20,000.00 018 JACO FORM 2404 -40,000.00 018 RETURNDEDUCTEST 9&15 20,000.00 018 CEM EST 18 20,000.00 019 JACO EST 18 40,000.00 019 SL 1007 UDBE REPTS -10,000.00 019 BRANDT WELDING -1,000.00 022 CEM TRUCKING JULY -10,000.00 023 CEM TRUCKING AUG -10,000.00 023 1 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 0 DATE 12/22/14 EST. NO. 062 TIME 08:25 AM 0 R.E. NAME: TSIGELMAN, IGOR 04-294914 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PAYROLL CT LTR 1169 -10,000.00 023 BRANDT WELDING EST22 1,000.00 024 CEM JULY EST 23 10,000.00 024 CEM TRUCKING SEPT -10,000.00 024 CEM OCT TRUCKING -10,000.00 025 CT LTR 1441 -10,000.00 026 LTR1169 23 CEM23&24 30,000.00 026 CEM OCT EST 25 10,000.00 027 CT LTR 1441 EST 26 10,000.00 027 CT LTR 1529 -10,000.00 028 CEM 2404 EST 19 & 28 20,000.00 030 DELINQUENT PAYROLLS -10,000.00 033 PAYROLLS EST 33 10,000.00 034 CT LTR 2349 -10,000.00 037 CT LTR 2445 -10,000.00 038 CT LTR 2349 EST 37 10,000.00 041 CT LTR 2445 EST 38 10,000.00 041 CT LTR 2822 PAYROLLS -10,000.00 042 CT LTR 2822 EST 42 10,000.00 043 PAYROLL CT LTR 3176 -10,000.00 045 CT LTR 3176 EST 45 10,000.00 047 CT LTR 3362 -10,000.00 048 MISSING PAYROLLS -10,000.00 049 PAYROLL EST 49 10,000.00 056 PAYROLLS CT LTR 3858 -10,000.00 062 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -11,000.00 -510,552.00 1PROGRAM CAS145 PAGE DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 LOCATION PROGRESS ESTIMATE 04-ALA-24-5.1/6.2 ----------------- 04-CC-24-0.0/1.3 TUTOR-SALIBA CORPORATION IN ALAMEDA AND CONTRA COSTA 15901 OLDEN STREET COUNTIES FROM EAST TEMESCAL SYLMAR, CA 91342 SEPARATION TO 0.8 KM EAST OF GATEWAY BOULEVARD FED. AID NO. SARR-P024(30)N ,A-P024(30)N ,HPLU-6204(83)N CONSTRUCT TUNNEL AND BUILDING ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 72,000.0000 72,000.00 1.000 72,00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,750.00 13.000 3,25 003 TIME-RELATED OVERHEAD LS 19,000,000.0000 19,000,000.00 1.000 19,000,00 004 TEMPORARY WILDLIFE EXCLUSION FENCE M 83.0000 141,100.00 1,215.100 100,85 005 TEMPORARY FENCE (TYPE ESA) M 11.5000 41,400.00 1,730.260 19,89 006 TEMPORARY ENGINEER TRAILER LS 366,000.0000 366,000.00 0.000 007 TEMPORARY MAINTENANCE TRAILER LS 306,000.0000 306,000.00 0.519 158,814.00 1.000 306,00 008 CONSTRUCTION SITE MANAGEMENT LS 528,000.0000 528,000.00 0.023 12,144.00 1.000 528,00 009 TEMPORARY STORM WATER RUN-ON BYPASS AND LS 1,025,000.0000 1,025,000.00 1.000 1,025,00 EXCAVATION DEWATERING 010 HEALTH AND SAFETY PLAN LS 5,600.0000 5,600.00 1.000 5,60 011 PREPARE STORM WATER POLLUTION LS 19,400.0000 19,400.00 1.000 19,40 PREVENTION PLAN 012 TEMPORARY FIBER ROLL M 10.0000 14,000.00 4,801.700 48,01 013 TEMPORARY SILT FENCE M 13.0000 70,200.00 1,244.000 16,17 014 TEMPORARY GRAVEL BAG BERM M 28.0000 21,840.00 630.500 17,65 015 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 17,600.00 6.000 26,40 016 TEMPORARY COVER M2 4.0000 28,000.00 20,287.000 81,14 017 TEMPORARY CHECK DAM M 64.0000 7,680.00 88.000 5,63 018 MOVE-IN/MOVE-OUT EA 1,000.0000 10,000.00 9.000 9,00 (TEMPORARY EROSION CONTROL) 019 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 13,600.00 40.000 16,00 020 TEMPORARY HYDRAULIC MULCH M2 1.0000 7,000.00 27,758.860 27,75 (BONDED FIBER MATRIX) 021 STREET SWEEPING LS 253,000.0000 253,000.00 0.994 251,48 022 TEMPORARY CONCRETE WASHOUT BIN EA 840.0000 74,760.00 53.000 44,52 1PROGRAM CAS145 PAGE DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 023 CONSTRUCTION AREA SIGNS LS 104,000.0000 104,000.00 0.642 66,76 024 TRAFFIC CONTROL SYSTEM LS 421,000.0000 421,000.00 1.000 421,00 025 TEMPORARY PAVEMENT MARKING (PAINT) M2 45.0000 8,550.00 2.250 101.25 26.080 1,17 026 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 15,250.00 0.000 027 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,100.00 28.000 98 028 TEMPORARY PAVEMENT MARKER EA 4.0000 4,840.00 769.000 3,07 029 PORTABLE CHANGEABLE MESSAGE SIGN EA 47,000.0000 235,000.00 5.000 235,00 030 TEMPORARY RAILING (TYPE K) M 98.0000 661,990.00 5,526.560 541,60 031 TEMPORARY RAILING (CROSS TUNNEL PASSAGE) M 129.0000 11,610.00 60.000 7,74 032 TEMPORARY CRASH CUSHION MODULE EA 458.0000 91,600.00 95.000 43,51 033 TEMPORARY TRAFFIC SCREEN M 22.0000 146,740.00 4,818.330 106,00 034 ABANDON CULVERT M 30.0000 27,900.00 591.100 17,73 035 ABANDON INLET EA 1,200.0000 6,000.00 2.000 2,40 036 REMOVE CHAIN LINK FENCE M 15.0000 6,900.00 511.800 7,67 037 REMOVE SLIDE HEADGATE EA 1,700.0000 3,400.00 2.000 3,40 038 REMOVE METAL BEAM GUARD RAILING M 20.0000 4,200.00 313.980 6,27 039 REMOVE THRIE BEAM BARRIER M 30.0000 16,500.00 524.000 15,72 040 REMOVE DOUBLE THRIE BEAM BARRIER M 40.0000 26,800.00 900.000 36,00 041 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 10,500.00 2,063.740 10,31 STRIPE 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 24,300.00 183.590 550.77 8,245.990 24,73 043 REMOVE PAVEMENT MARKER EA 1.0000 2,100.00 3,187.000 3,18 044 REMOVE ROADSIDE SIGN EA 220.0000 1,980.00 8.000 1,76 045 REMOVE SIGN STRUCTURE EA 9,000.0000 27,000.00 3.000 27,00 046 REMOVE MICROWAVE TOWER LS 5,300.0000 5,300.00 1.000 5,30 047 REMOVE ASPHALT CONCRETE DIKE M 21.0000 19,530.00 556.500 11,68 048 REMOVE CULVERT M 67.0000 16,080.00 40.000 2,68 049 REMOVE INLET EA 1,340.0000 28,140.00 17.000 22,78 1PROGRAM CAS145 PAGE DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 050 REMOVE HEADWALL EA 1,500.0000 1,500.00 1.000 1,50 051 REMOVE RETAINING WALL M 142.0000 4,260.00 30.000 4,26 052 REMOVE BASE AND SURFACING M3 65.0000 11,700.00 26.060 1,69 053 RELOCATE GATE EA 1,500.0000 3,000.00 1.000 1,50 054 RELOCATE CRASH CUSHION EA 3,500.0000 3,500.00 1.000 3,50 055 RELOCATE ROADSIDE SIGN EA 450.0000 3,150.00 9.000 4,05 056 REMOVE AND RELOCATE EXISTING WATER MAIN LS 407,000.0000 407,000.00 1.000 407,00 057 MODIFY INLET TO MANHOLE EA 2,300.0000 9,200.00 6.000 13,80 058 REMODEL INLET EA 1,000.0000 5,000.00 5.000 5,00 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.5000 58,500.00 9,275.000 60,28 060 REMOVE CONCRETE CURB M 36.5000 98,550.00 2,076.880 75,80 061 REMOVE CONCRETE (CHANNEL) M3 340.0000 5,780.00 17.000 5,78 062 REMOVE CONCRETE BARRIER M 243.0000 65,610.00 293.600 71,34 063 REMOVE CONCRETE ISLAND (PORTIONS) M3 89.0000 61,410.00 44.270 3,94 064 REMOVE TEMPORARY SOUND WALL LS 177,000.0000 177,000.00 1.000 177,00 065 CAP INLET EA 1,500.0000 7,500.00 5.000 7,50 066 CAP MANHOLE EA 2,900.0000 2,900.00 0.000 067 REMOVE CRASH CUSHION EA 1,700.0000 3,400.00 2.000 3,40 068 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,00 069 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,00 070 ROADWAY EXCAVATION M3 38.0000 855,000.00 22,750.805 864,53 071 ROADWAY EXCAVATION (TYPE Z-2) M3 181.0000 452,500.00 0.000 (ADL AND NATURALLY OCCURRING METALS) 072 ROADWAY EXCAVATION (TYPE Z-3) M3 185.0000 72,150.00 76.400 14,13 (ADL AND NATURALLY OCCURRING METALS) 073 SURFACE SOIL MANAGEMENT PLAN LS 50,000.0000 50,000.00 1.000 50,00 074 STRUCTURE EXCAVATION (TYPE D) M3 72.0000 17,568.00 244.000 17,56 (F) 075 STRUCTURE EXCAVATION (RETAINING WALL) M3 120.0000 7,680.00 64.000 7,68 (F) 076 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 21.0000 22,470.00 1,070.000 22,47 (F) 1PROGRAM CAS145 PAGE DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 077 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 26.0000 42,380.00 1,630.000 42,38 (F) 078 STRUCTURE EXCAVATION (SECANT PILE WALL) M3 26.0000 13,338.00 513.000 13,33 (F) 079 STRUCTURE EXCAVATION (PORTAL NO. 1) M3 22.0000 94,160.00 4,280.000 94,16 (F) 080 STRUCTURE EXCAVATION (PORTAL NO. 2) M3 20.0000 94,800.00 4,740.000 94,80 (F) 081 STRUCTURE BACKFILL (SLURRY CEMENT) M3 135.0000 56,700.00 301.450 40,69 082 STRUCTURE BACKFILL (RETAINING WALL) M3 94.0000 4,136.00 44.000 4,13 (F) 083 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 320.0000 3,200.00 10.000 3,20 (F) 084 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 110.0000 12,430.00 113.000 12,43 (F) 085 STRUCTURE BACKFILL (PORTAL FOUNDATION) M3 760.0000 18,240.00 24.000 18,24 (F) 086 SAND BACKFILL M3 440.0000 70,400.00 77.660 34,17 087 CONCRETE BACKFILL FAST SETTING M3 230.0000 15,640.00 20.940 4,81 088 LEAN CONCRETE BACKFILL M3 140.0000 32,620.00 233.000 32,62 (F) 089 SOIL NAIL ASSEMBLY (RW-1E) M 126.0000 531,720.00 4,037.930 508,77 090 SOIL NAIL ASSEMBLY (RW-4E, 6E) M 126.0000 331,506.00 2,155.600 271,60 091 SOIL NAIL ASSEMBLY (RW-7E) M 126.0000 17,136.00 142.900 18,00 092 SOIL NAIL ASSEMBLY (RW-8W) M 126.0000 33,264.00 281.600 35,48 093 GROUTED ANCHOR ASSEMBLY (RW-5W, 5E) M 101.0000 421,776.00 3,168.000 319,96 094 RETAINING WALL MONITORING LS 25,000.0000 25,000.00 1.000 25,00 095 HIGHWAY PLANTING LS 142,000.0000 142,000.00 1.000 142,00 096 EROSION CONTROL (TYPE D) HA 6,500.0000 39,650.00 4.683 30,43 097 EROSION CONTROL (NETTING) M2 5.0000 66,650.00 17,626.220 88,13 098 FIBER ROLLS M 9.0000 20,790.00 3,125.010 28,12 099 COMPOST, INCORPORATE M2 9.0000 5,490.00 610.000 5,49 100 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 10,000.00 7.000 7,00 101 PLANT (GROUP M) EA 5.0000 4,500.00 892.000 4,46 102 SEEDING M2 8.0000 4,880.00 610.000 4,88 103 PLANT ESTABLISHMENT WORK LS 1,000.0000 1,000.00 1.000 1,00 1PROGRAM CAS145 PAGE DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 104 IRRIGATION SYSTEM LS 9,000.0000 9,000.00 0.100 900.00 1.000 9,00 105 IRRIGATION SLEEVE M 250.0000 3,000.00 12.000 3,00 106 200 MM WELDED STEEL PIPE CONDUIT M 210.0000 81,900.00 247.170 51,90 (6.35 MM THICK) 107 CLASS 4 AGGREGATE SUBBASE M3 85.0000 305,150.00 3,450.880 293,32 108 CLASS 3 AGGREGATE BASE M3 76.0000 98,800.00 4.050 307.80 1,023.100 77,75 109 CEMENT TREATED BASE M3 480.0000 139,200.00 0.000 (PLANT-MIXED, CLASS A) 110 LEAN CONCRETE BASE M3 225.0000 607,500.00 1,806.900 406,55 111 LEAN CONCRETE BASE (RAPID SETTING) M3 260.0000 104,000.00 120.370 31,29 112 HOT MIX ASPHALT TONN 130.0000 742,300.00 10.960 1,424.80 5,937.240 771,84 113 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 9.0000 540.00 114.520 1,03 114 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 9.0000 6,210.00 664.770 5,98 115 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 9.0000 2,970.00 379.620 3,41 116 TACK COAT TONN 1,000.0000 24,000.00 1.707 1,70 117 CONCRETE PAVEMENT M3 380.0000 1,919,000.00 4,886.340 1,856,80 118 CONSTRUCT CONCRETE PAVEMENT M3 1,000.0000 750,000.00 588.000 588,00 (RAPID STRENGTH CONCRETE) 119 REPLACE CONCRETE PAVEMENT M3 1,000.0000 13,000.00 120.800 120,80 (RAPID STRENGTH CONCRETE) 120 REPAIR SPALLED JOINTS M2 1,000.0000 70,000.00 0.000 121 GROOVE EXISTING CONCRETE PAVEMENT M2 5.0000 82,000.00 17,239.360 86,19 122 GRIND EXISTING CONCRETE M2 20.0000 38,000.00 0.000 PAVEMENT 123 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,270.0000 3,144,520.00 2,477.422 3,146,32 SECANT PILING 124 STEEL SOLDIER PILE M 700.0000 551,600.00 784.650 549,25 (HP 310 X 79) (SOUND WALL) 125 STEEL SOLDIER PILE M 760.0000 329,080.00 428.260 325,47 (HP 310 X 93) (SOUND WALL) 126 STEEL SOLDIER PILE M 900.0000 220,500.00 242.940 218,64 (HP 360 X 108) (SOUND WALL) 127 STEEL SOLDIER PILE M 900.0000 194,400.00 215.290 193,76 (HP 360 X 132) (SOUND WALL) 128 STEEL SOLDIER PILE M 2,200.0000 233,200.00 105.600 232,32 (2-MC 460 X 86) (WITH PLATES) 129 STEEL SOLDIER PILE (2-MC 460 X 86) M 980.0000 406,700.00 414.645 406,35 130 STEEL SOLDIER PILE (W 360 X 179) M 880.0000 356,400.00 405.000 356,40 1PROGRAM CAS145 PAGE DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 131 STEEL SOLDIER PILE (W 360 X 216) M 1,060.0000 79,500.00 75.000 79,50 132 STEEL SOLDIER PILE (W 360 X 314) M 1,520.0000 252,320.00 166.000 252,32 133 STEEL SOLDIER PILE (W 530 X 248) M 800.0000 72,000.00 89.400 71,52 134 600 MM DRILLED HOLE M 368.0000 159,344.00 435.890 160,40 135 750 MM DRILLED HOLE M 476.0000 546,924.00 1,147.295 546,11 136 830 DRILLED HOLE M 720.0000 141,120.00 195.000 140,40 137 900 MM DRILLED HOLE M 800.0000 144,800.00 181.000 144,80 138 TIEBACK ANCHOR EA 5,020.0000 773,080.00 153.000 768,06 139 STRUCTURAL CONCRETE, RETAINING WALL M3 1,074.0000 1,392,978.00 1,304.000 1,400,49 (F) 140 STRUCTURAL CONCRETE, PORTAL FOOTING M3 380.0000 84,360.00 222.000 84,36 (F) 141 STRUCTURAL CONCRETE, PORTAL M3 697.0000 836,400.00 1,200.000 836,40 (F) 142 CLASS 2 CONCRETE (BACKFILL) M3 169.0000 310,115.00 1,835.000 310,11 (F) 143 CLASS 1 CONCRETE (BACKFILL) M3 182.0000 111,748.00 614.000 111,74 (F) 144 MINOR CONCRETE (MINOR STRUCTURE) M3 2,470.0000 414,960.00 118.682 293,14 (F) 145 MINOR CONCRETE (BACKFILL) M3 176.0000 112,640.00 303.240 53,37 146 FRACTURED RIB TEXTURE M2 890.0000 33,820.00 38.000 33,82 (F) 147 ARCHITECTURAL TREATMENT FACADE M2 173.0000 420,563.00 2,431.000 420,56 (F) 148 SOUND WALL (MASONRY BLOCK) M2 264.0000 92,400.00 350.000 92,40 149 JOINT SEAL (TYPE AL) M 125.0000 263,000.00 2,072.000 259,00 150 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 257,418.00 156,170.000 327,95 (F) 151 BAR REINFORCING STEEL (EPOXY COATED) KG 2.1000 11,424.00 5,440.000 11,42 (F) 152 BAR REINFORCING STEEL (PORTAL) KG 1.8300 318,420.00 174,000.000 318,42 (F) 153 BAR REINFORCING STEEL (PILE) KG 1.4600 154,030.00 105,500.000 154,03 (F) 154 SHOTCRETE M3 800.0000 515,200.00 644.000 515,20 (F) 155 PORTAL WATERPROOFING M2 70.0000 98,000.00 1,400.000 98,00 (F) 156 RETAINING WALL WATERPROOFING M2 70.0000 10,500.00 150.000 10,50 (F) 157 CLEAN AND PAINT MICROWAVE TOWER KG 20.0000 22,400.00 1,466.000 29,32 STRUCTURE 1PROGRAM CAS145 PAGE DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 158 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 149,100.00 29,820.000 149,10 (F) 159 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 29,820.00 26,838.000 26,83 (F) 160 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 16,500.00 90.340 13,55 161 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 3,840.00 16.420 2,62 (2.0 MM-UNFRAMED) 162 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 600.00 2.230 44 (1.6 MM-FRAMED) 163 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 1,500.00 5.580 1,39 (2.0 MM-FRAMED) 164 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 12,600.00 4.500 12,60 PILE (MICROWAVE TOWER FOUNDATION) 165 1524 MM CAST-IN-DRILLED-HOLE M 2,860.0000 77,220.00 20.100 57,48 CONCRETE PILE (SIGN FOUNDATION) 166 ROADSIDE SIGN - ONE POST EA 350.0000 4,550.00 11.000 3,85 167 ROADSIDE SIGN - TWO POST EA 750.0000 3,750.00 5.000 3,75 168 INSTALL SIGN PANEL ON EXISTING FRAME M2 800.0000 88,000.00 90.340 72,27 169 TIMBER LAGGING M3 2,000.0000 266,200.00 133.100 266,20 (F) 170 TIMBER WITH SOUNDPROOFING M2 400.0000 1,428,800.00 3,487.690 1,395,07 171 CLEAN AND PAINT STEEL SOLDIER PILING LS 54,000.0000 54,000.00 1.000 54,00 172 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 13,750.00 69.746 17,43 173 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 300.0000 420,000.00 648.900 194,67 174 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 256.0000 56,320.00 226.300 57,93 175 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 316.0000 94,800.00 282.740 89,34 176 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 432.0000 86,400.00 109.700 47,39 177 600 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 416.0000 137,280.00 322.900 134,32 178 750 MM ALTERNATIVE PIPE CULVERT M 400.0000 68,000.00 163.300 65,32 179 TUNNEL AND PORTAL DRAINAGE M 617.0000 625,021.00 1,013.000 625,02 (REINFORCED CONCRETE PIPE EDGE DRAIN) 180 DRAINAGE INLET (PORTAL AND TUNNEL) EA 2,500.0000 45,000.00 18.000 45,00 181 300 MM BITUMINOUS COATED CORRUGATED M 258.0000 10,320.00 38.300 9,88 STEEL PIPE (1.63 MM THICK) 182 250 MM PLASTIC PIPE UNDERDRAIN M 140.0000 3,360.00 24.000 3,36 (PORTAL) 183 150 MM PLASTIC PIPE UNDERDRAIN M 91.0000 12,831.00 112.800 10,26 (PORTAL) 184 GEOCOMPOSITE DRAIN M2 28.0000 11,368.00 406.000 11,36 1PROGRAM CAS145 PAGE DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 185 FURNISH AND INSTALL DRAIN PIPE M 20.0000 9,100.00 371.300 7,42 (HORIZONTAL DRAIN) 186 DRILL HOLE (HORIZONTAL DRAIN) M 100.0000 45,500.00 387.200 38,72 187 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 81.0000 413,100.00 4,063.015 329,10 188 200 MM ALTERNATIVE PIPE UNDERDRAIN M 124.0000 116,560.00 775.000 96,10 189 900 MM BITUMINOUS COATED CORRUGATED M 520.0000 3,120.00 3.870 2,01 STEEL PIPE INLET (2.77 MM THICK) 190 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 620.0000 12,400.00 14.200 8,80 191 450 MM ALTERNATIVE FLARED END SECTION EA 800.0000 1,600.00 0.000 192 450 MM SLIDE HEADGATE EA 5,000.0000 10,000.00 2.000 10,00 193 ROCK SLOPE PROTECTION M3 730.0000 3,650.00 4.500 3,28 (FACING, METHOD B) 194 CONCRETE (DITCH LINING) M3 1,200.0000 4,800.00 3.500 4,20 195 ROCK SLOPE PROTECTION FABRIC M2 24.0000 240.00 17.340 41 196 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 216,000.00 194.910 155,92 CONSTRUCTION) 197 MINOR CONCRETE (CURB AND SIDEWALK) M3 600.0000 774,000.00 1,322.970 793,78 198 MINOR CONCRETE (GUTTER) M3 600.0000 24,300.00 40.500 24,30 (F) 199 MINOR CONCRETE M3 215.0000 285,950.00 1,177.020 253,05 (CONDUIT AND FIRE WATER PIPE ENCASEMENT) 200 MISCELLANEOUS IRON AND STEEL KG 5.0000 82,000.00 11,108.000 55,54 (F) 201 CHAIN LINK FENCE (TYPE CL-1.2, M 90.0000 6,300.00 67.500 6,07 VINYL-CLAD) 202 CHAIN LINK FENCE (TYPE CL-1.8) M 70.0000 32,200.00 743.700 52,05 203 ANCHORED WIRE MESH SYSTEM M2 150.0000 166,500.00 1,110.000 166,50 204 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 205 GUARD RAILING DELINEATOR EA 20.0000 1,080.00 77.000 1,54 206 OBJECT MARKER EA 50.0000 500.00 7.000 35 207 CONCRETE BARRIER MARKER EA 50.0000 7,500.00 94.000 4,70 208 METAL BEAM GUARD RAILING (STEEL POST) M 120.0000 57,600.00 564.110 67,69 209 WEED CONTROL MAT (RUBBER) M2 75.0000 64,500.00 557.220 41,79 210 CABLE RAILING M 65.0000 36,335.00 559.000 36,33 (F) 211 TRANSITION RAILING (TYPE WB) EA 3,500.0000 17,500.00 3.000 10,50 1PROGRAM CAS145 PAGE DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 212 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 8,000.00 11.000 11,00 213 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 32,500.00 10.000 25,00 214 CRASH CUSHION (REACT 9CBB) EA 51,000.0000 51,000.00 1.000 51,00 215 CRASH CUSHION (REACT 9SCBS) EA 53,000.0000 53,000.00 1.000 53,00 216 CONCRETE BARRIER (TYPE 60) M 214.0000 149,800.00 666.200 142,56 217 CONCRETE BARRIER (TYPE 60A) M 220.0000 19,800.00 81.250 17,87 218 CONCRETE BARRIER (TYPE 60C) M 500.0000 375,000.00 506.931 253,46 219 CONCRETE BARRIER (TYPE 60D) M 200.0000 54,000.00 257.000 51,40 220 CONCRETE BARRIER (TYPE 60E) M 665.0000 146,300.00 100.198 66,63 221 CONCRETE BARRIER (TYPE 732A) M 450.0000 7,650.00 17.000 7,65 (F) 222 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 24,750.00 9.280 417.60 135.460 6,09 223 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 14,880.00 18,526.760 22,23 224 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,500.00 3,688.390 9,22 225 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 360.00 -1,324.660 -3,973.98 524.320 1,57 (BROKEN 3.66 M - 0.92 M) 226 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,000.00 1,324.660 1,324.66 12,437.010 12,43 (BROKEN 10.98 M - 3.66 M) 227 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 160.00 43.900 87.80 43.900 8 (BROKEN 5.18 M - 2.14 M) 228 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,600.00 68.000 136.00 3,640.000 7,28 229 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,800.00 99.000 396.00 2,547.000 10,18 230 HIGHWAY LIGHTING LS 300,000.0000 300,000.00 0.980 294,00 231 TRAFFIC OPERATION SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 0.950 142,50 232 TRAFFIC OPERATION SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.980 98,00 233 TRAFFIC OPERATION SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.980 49,00 234 TRAFFIC OPERATION SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.980 49,00 235 TRAFFIC OPERATION SYSTEM (LOCATION 5) LS 50,000.0000 50,000.00 0.980 49,00 236 TRAFFIC OPERATION SYSTEM (LOCATION 6) LS 200,000.0000 200,000.00 0.980 196,00 237 EXTINGUISHABLE MESSAGE SIGN RADIO LS 20,000.0000 20,000.00 0.980 19,60 CONTROL ASSEMBLY 238 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) LS 30,000.0000 30,000.00 0.980 29,40 1PROGRAM CAS145 PAGE 1 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 239 HIGHWAY ADVISORY RADIO SYSTEM LS 40,000.0000 40,000.00 0.980 39,20 240 GENERAL PACKET RADIO SYSTEM WIRELESS EA 5,000.0000 15,000.00 0.000 MODEM ASSEMBLY 241 ADJUST PULL BOX EA 2,000.0000 4,000.00 0.000 242 BUILDING WORK (OMC) LS 1,900,000.0000 1,900,000.00 0.988 1,877,20 243 BUILDING WORK (SUBSTATION, PORTAL NO. 1) LS 750,000.0000 750,000.00 0.878 658,50 244 BUILDING WORK (SUBSTATION, PORTAL NO. 2) LS 750,000.0000 750,000.00 0.985 738,75 245 BREAKTHROUGHTS AT RETAINING WALLS 5W AND LS 4,000,000.0000 4,000,000.00 1.000 4,000,00 5E 246 TUNNEL EXCAVATION AND SUPPORT - M 30,200.0000 2,718,000.00 90.330 2,727,96 TOP HEADING - (CATEGORY IA) 247 TUNNEL EXCAVATION AND SUPPORT - M 35,100.0000 6,282,900.00 216.680 7,605,46 TOP HEADING - (CATEGORY IB) 248 TUNNEL EXCAVATION AND SUPPORT - M 39,300.0000 1,375,500.00 379.610 14,918,67 TOP HEADING - (CATEGORY II A) 249 TUNNEL EXCAVATION AND SUPPORT - M 48,000.0000 18,096,000.00 188.420 9,044,16 TOP HEADING - (CATEGORY II B) 250 TUNNEL EXCAVATION AND SUPPORT - M 57,000.0000 12,483,000.00 60.380 3,441,66 TOP HEADING - (CATEGORY III A) 251 TUNNEL EXCAVATION AND SUPPORT - M 62,000.0000 2,356,000.00 0.000 TOP HEADING - (CATEGORY III B) 252 TUNNEL EXCAVATION AND SUPPORT - M 78,100.0000 4,061,200.00 54.590 4,263,47 TOP HEADING - (CATEGORY IV) 253 TUNNEL EXCAVATION AND SUPPORT - M 12,960.0000 1,166,400.00 90.330 1,170,67 BENCH - (CATEGORY IA) 254 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 13,500.0000 2,416,500.00 216.680 2,925,18 (CATEGORY IB) 255 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 14,000.0000 490,000.00 379.610 5,314,54 (CATEGORY II A) 256 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 16,930.0000 6,382,610.00 188.420 3,189,95 (CATEGORY II B) 257 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 19,870.0000 4,351,530.00 60.380 1,199,75 (CATEGORY III A) 258 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 20,890.0000 793,820.00 0.000 (CATEGORY III B) 259 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 42,100.0000 2,189,200.00 54.590 2,298,23 (CATEGORY IV) 260 PHOTO SURVEY OF EXISTING STRUCTURES LS 269,000.0000 269,000.00 0.500 134,50 261 TUNNEL MONITORING LS 535,700.0000 535,700.00 1.000 535,70 262 CONTAMINATED EXCAVATED MATERIAL M3 45.0000 1,665,000.00 7,288.700 327,99 263 INITIAL LINING FIBER REINFORCED M3 2,894.0000 335,704.00 193.700 560,56 SHOTCRETE (ADDITIONAL SUPPORT) 264 DRILL AND GROUT ROCK DOWEL (2 M LONG) EA 456.0000 19,152.00 0.000 (ADDITIONAL SUPPORT) 265 DRILL AND GROUT ROCK DOWEL (4 M LONG) EA 744.0000 267,096.00 472.000 351,16 (ADDITIONAL SUPPORT) 1PROGRAM CAS145 PAGE 1 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 266 DRILL AND GROUT ROCK DOWEL (6 M LONG) EA 889.0000 88,900.00 113.000 100,45 (ADDITIONAL SUPPORT) 267 SELF DRILL AND GROUT ROCK DOWEL EA 538.0000 13,988.00 0.000 (2 M LONG) (ADDITIONAL SUPPORT) 268 SELF DRILL AND GROUT ROCK DOWEL EA 682.0000 27,280.00 0.000 (2.5 M LONG) (ADDITIONAL SUPPORT) 269 SELF DRILL AND GROUT ROCK DOWEL EA 746.0000 146,216.00 40.000 29,84 (4 M LONG) (ADDITIONAL SUPPORT) 270 SELF DRILL AND GROUT ROCK DOWEL EA 965.0000 29,915.00 0.000 (6 M LONG) (ADDITIONAL SUPPORT) 271 DRILL AND GROUT SPILES (3 M LONG) EA 482.0000 26,510.00 0.000 (ADDITIONAL SUPPORT) 272 DRILL AND GROUT SPILES (4 M LONG) EA 531.0000 450,819.00 4,491.000 2,384,72 (ADDITIONAL SUPPORT) 273 SELF DRILL GROUT SPILES (3 M LONG) EA 648.0000 35,640.00 0.000 (ADDITIONAL SUPPORT) 274 SELF DRILL GROUT SPILES (4 M LONG) EA 878.0000 610,210.00 210.000 184,38 (ADDITIONAL SUPPORT) 275 LATTICE GIRDERS (ADDITIONAL SUPPORT) EA 3,171.0000 47,565.00 28.000 88,78 276 FIBERGLASS FACE DOWELS (6 M LONG) EA 430.0000 89,440.00 28.000 12,04 (ADDITIONAL SUPPORT) 277 FIBERGLASS FACE DOWELS (12 M LONG) EA 840.0000 55,440.00 61.000 51,24 (ADDITIONAL SUPPORT) 278 FACE SEALING FIBER REINFORCED SHOTCRETE M3 2,555.0000 189,070.00 554.000 1,415,47 (ADDITIONAL SUPPORT) 279 INVERT FIBER REINFORCED SHOTCRETE M 18,859.0000 301,744.00 5.650 106,55 (TUNNEL) (ADDITIONAL SUPPORT) 280 INVERT FIBER REINFORCED SHOTCRETE M 5,890.0000 300,390.00 0.000 (CROSS PASSAGE) (ADDITIONAL SUPPORT) 281 PROBE HOLES (ADDITIONAL SUPPORT) M 185.0000 123,580.00 2.590 47 282 DRAIN HOLES (ADDITIONAL SUPPORT) M 444.0000 87,912.00 356.000 158,06 283 CROSS PASSAGE EXCAVATION AND INITIAL M 12,556.0000 941,700.00 115.950 1,455,86 SUPPORT - (CATEGORY I) 284 CROSS PASSAGE EXCAVATION AND INITIAL M 15,375.0000 2,413,875.00 147.100 2,261,66 SUPPORT - (CATEGORY II) 285 CROSS PASSAGE EXCAVATION AND INITIAL M 40,321.0000 1,572,519.00 0.000 SUPPORT - (CATEGORY III) 286 BORE NO. 3 BREAKTHROUGHS LS 247,000.0000 247,000.00 1.000 247,00 287 TUNNEL FINAL LINING (TYPE A) M 26,558.0000 18,988,970.00 555.605 14,755,75 288 TUNNEL FINAL LINING (TYPE B) M 26,919.0000 1,965,087.00 0.000 289 TUNNEL FINAL LINING (TYPE C1) M 31,497.0000 2,960,718.00 60.068 1,891,96 290 TUNNEL FINAL LINING (TYPE C2) M 31,534.0000 3,437,206.00 374.275 11,802,38 291 SHOTCRETE FINAL LINING M 4,501.0000 1,143,254.00 254.000 1,143,25 292 STRUCTURAL CONCRETE (CROSS PASSAGES) M3 950.0000 441,750.00 465.000 441,75 1PROGRAM CAS145 PAGE 1 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 293 CONCRETE BARRIER (CROSS PASSAGES) M 1,620.0000 34,020.00 21.000 34,02 294 TUNNEL ARCHITECTURAL WORK LS 1,800,000.0000 1,800,000.00 0.978 1,760,40 295 PREPARE AND STAIN CONCRETE M2 21.0000 328,650.00 15,650.000 328,65 (TUNNEL CROWN) 296 TUNNEL WATERPROOFING M2 93.0000 3,124,800.00 32,957.730 3,065,06 297 GEODRAIN M2 67.0000 112,560.00 1,753.940 117,51 298 250 MM PLASTIC PIPE UNDERDRAIN (TUNNEL) M 99.0000 196,812.00 1,991.700 197,17 299 150 MM PLASTIC PIPE UNDERDRAIN (TUNNEL) M 77.0000 102,410.00 1,274.390 98,12 300 UNDERDRAIN CLEANOUT COVER (TYPE A) EA 1,700.0000 34,000.00 20.000 34,00 301 UNDERDRAIN CLEANOUT COVER (TYPE B) EA 2,500.0000 47,500.00 19.000 47,50 302 UNDERDRAIN CLEANOUT COVER (TYPE C) EA 2,500.0000 2,500.00 1.000 2,50 303 TUNNEL JET FANS ELECTRICAL WORK LS 500,000.0000 500,000.00 0.990 495,00 304 TUNNEL JET FANS MECHANICAL WORK LS 3,600,000.0000 3,600,000.00 1.000 3,600,00 305 TUNNEL LIGHTING LS 1,000,000.0000 1,000,000.00 0.990 990,00 306 TUNNEL SCSDA/PLC CONTROL AND MONITORING LS 500,000.0000 500,000.00 0.980 490,00 SYSTEM 307 FIRE ALARM AND DETECTION SYSTEM (TUNNEL) LS 400,000.0000 400,000.00 0.980 392,00 308 TRAFFIC OPERATION SYSTEM (TUNNEL) LS 800,000.0000 800,000.00 0.980 784,00 309 CLOSED CIRCUIT TELEVISION SYSTEM LS 200,000.0000 200,000.00 0.980 196,00 310 ACCESS CONTROL AND INTRUSION DETECTION LS 200,000.0000 200,000.00 0.980 196,00 SYSTEM 311 TRAFFIC OPERATIONS SYSTEM COMMUNICATION LS 600,000.0000 600,000.00 0.980 588,00 SYSTEM 312 CROSS PASSAGES MECHANICAL WORK LS 300,000.0000 300,000.00 0.946 283,80 313 TUNNEL UNDERGROUND DUCTS LS 1,000,000.0000 1,000,000.00 1.000 1,000,00 314 OUTSIDE PORTAL UNDERGROUND DUCTS LS 300,000.0000 300,000.00 1.000 300,00 315 TUNNEL CALL BOX LS 200,000.0000 200,000.00 0.980 196,00 316 STRONG MOTION DETECTION SYSTEM LS 300,000.0000 300,000.00 0.990 297,00 317 EXISTING SUBSTATION UPGRADE LS 400,000.0000 400,000.00 0.996 398,40 318 RELOCATE EQUIPMENT FROM EXISTING TO NEW LS 75,000.0000 75,000.00 0.000 OMC BUILDING 319 WATER MAINS (PORTAL NO. 1) LS 61,000.0000 61,000.00 0.967 58,98 1PROGRAM CAS145 PAGE 1 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 320 WATER MAINS (PORTAL NO. 2) LS 29,000.0000 29,000.00 0.950 27,55 321 TUNNEL AND CROSS PASSAGES FIRE LS 400,000.0000 400,000.00 0.990 396,00 PROTECTION SYSTEM 322 FIRE PUMPS AND CONTROLLER LS 200,000.0000 200,000.00 0.980 196,00 323 SYSTEM COMMISSIONING LS 500,000.0000 500,000.00 0.750 375,00 324 TRAFFIC OPERATIONS SYSTEM SOFTWARE LS 50,000.0000 50,000.00 0.950 47,50 325 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 326 SOUND CONTROL AND MONITORING LS 650,000.0000 650,000.00 1.000 650,00 327 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 328 REMOVE POP-UP SYSTEM LS 31,000.0000 31,000.00 0.800 24,80 329 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 330 ARCHITECTURAL TREATMENT M2 30.0000 3,480.00 116.000 3,48 (TEXTURED SHOTCRETE) 331 PREPARE AND STAIN SHOTCRETE M2 20.0000 2,320.00 116.000 2,32 332 REMOVE POSITIVE BARRIER LS 26,500.0000 26,500.00 0.800 21,20 333 ASPHALTIC EMULSION (CURING SEAL) TONN 2,000.0000 6,000.00 0.000 334 SEAL PAVEMENT JOINT M 19.0000 6,840.00 4,856.860 92,28 335 EXCAVATION PLAN AND TEST SECTION LS 10,000,000.0000 10,000,000.00 1.000 10,000,00 1PROGRAM CAS145 PAGE 1 DATE 12/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 08:25 AM ESTIMATE NO. 06 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 172,630.70 185,156,143.9 0 ADJUSTMENT OF COMPENSATION 325,430.01 53,518,411.8 0 EXTRA WORK 133,695.45 22,101,202.8 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 631,756.16 260,775,758.5 0336 MOBILIZATION LS 19,589,000.0000 19,589,000.00 1.000 19,589,00 0 ORIGINAL CONTRACT AMOUNT 214,806,175.00 0 TOTAL WORK COMPLETED 631,756.16 280,364,758.5 0 MATERIALS ON HAND ON SITE 1,336,774.7 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS -11,000.00 -510,552.0 0 TOTAL 620,756.16 281,190,981.2 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 0 11/19/09 1105 01/13/10 01/13/10 12/31/14 1789 0 299 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU JOB HAS TWO PHASES TSIGELMAN, IGOR RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 12/22/14