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 09/22/14 EST. NO.59 TIME 10:06 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 0701 146.32 E.W. @ F.A.(+) 121812 N T_3107 0947 342.23 092513 N T_5241 0948 342.23 092413 N T_5242 0949 342.23 092313 N T_5243 0951 342.23 091913 N T_5245 0952 342.23 091813 N T_5246 1028 767.62 100713 N T_5574 1029 342.23 100813 N T_5575 1043 644.89 101813 N T_5922 1046 342.23 102313 N T_5925 1072 670.58 052714 N G858.0 1073 27,564.42 052314 N G863.0 1082 1,536.98 052314 N G866.1 1083 425.40 121913 N T_7343 1088 440.05 061814 N T_8862 1089 399.61 080414 N G902.0 1090 280.56 030612 N T_8981 1091 218.77 061314 N T_8993 1092 313.96 061214 N T_8992 1093 484.17 061114 N T_8991 1094 1,905.00 061014 N T_8990 1095 116.16 032613 N T_9050 1096 1,917.26 052114 N T_8989 1097 1,668.85 051914 N T_8987 1098 182.87 042314 N T_8986 1100 239.15 040814 N T 7858 1102 681.80 030514 N T_9053 1103 311.81 012414 N T_7344 1104 162.69 111513 N T 5916 1105 342.23 102113 N T_9062 1106 1,679.11 110713 N T_9063 1107 477.03 100913 N T 576 1 1110 1,917.58 091913 N T 067 1 1112 622.26 052113 N T 069 1 1114 1,084.55 050213 N T 071 1 1115 480.20 042213 N T 072 1 1120 425.65 031213 N T 076 1 1121 172.05 030813 N T 077 1 1123 330.95 121212 N T 079 1 1124 292.64 100412 N T 082 1 1125 292.64 100312 N T 083 1 1126 212.88 092812 N T 084 1 1127 263.18 092712 N T 086 1 1128 275.28 092612 N T 087 1 1129 263.18 092612 N T 088 1 1130 283.06 092412 N T 089 1 1131 322.84 092112 N T 090 1 1132 206.46 091812 N T 091 1 1133 153.51 022712 N T 092 1 1134 209.63 030112 N T 093 1 002 0047 60.58 E.W. @ F.A.(+) 082512 N T 596 11 PROGRAM CAS145 S C H E D U L E O F E X T R W O R K PAGE NO. 2 10 DATE 09/22/14 ST. NO.59 1 TIME 10:06 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 --------------------------------------------------------------------------- 0048 787.50 082512 N T_5597 0049 662.50 082712 N T_5598 0051 650.00 111512 N T_5600 0052 600.00 111612 N T_5601 003 0046-1 -899.00 E.W. @ F.A.(+) 121211 N T_2171 DAO CORRECTING ENTRY 0074 287.28 012012 N T_5605 0075 760.98 032712 N T_5606 0076 453.35 100212 N T_5607 0077 932.00 120412 N T_5608 0078 61.73 122812 N T_5609 0079 172.20 081610 N T_5602 0081 92.37 120111 N T_5604 0082 367.95 022614 N T_8915 0083 311.40 112013 N T_8916 0085 886.67 070813 N T_8919 0086 3,549.32 072513 N T_8920 0087 3,354.30 082213 N T_8921 0088 170.32 072513 N T_8922 006 0051 1,412.60 E.W. @ F.A.(+) 090613 N T_8998 009 0021 814.53 E.W. @ F.A.(+) 071414 N R19370 0022 1,338.90 071514 N R19390 0023 2,075.48 070714 N R19510 011 0011 3,651.00 E.W. @ U.P (+) 071914 N 11.110 0012 3,000.00 091814 N 11.120 018 0247 847.65 E.W. @ F.A.(+) 062414 Y R19120 024 0010 2,883.02 A.C. @ F.A.(+) 071714 Y R19400 144 0071 7,205.24 E.W. @ F.A.(+) 071014 Y R19350 0081 990.00 042514 Y T_8824 162 0216 511.76 E.W. @ F.A.(+) 083012 Y T_8914 0217 1,879.86 082812 Y T_8912 0218 1,027.40 082912 Y T_8913 174 0249 133,326.89 E.W. @ F.A.(+) 062613 N R15610 0250 3,840.87 060413 Y R15620 185 0022 207.27 A.C. @ F.A.(+) 060314 Y T_8780 0023 207.27 060414 Y T_8783 188 0015 7,458.11 E.W. @ F.A.(+) 043013 Y T_8902 0016 385.98 092612 Y T_8908 0017 126.26 092612 Y T_8909 200 0012 684.84 E.W. @ F.A.(+) 121610 N G167-0 0030 1,856.17 052212 N G543.0 0031 1,399.62 052312 N G544.0 0032 983.59 052412 N G545.0 0033 809.73 052512 N G546.0 0072 2,121.90 040714 N T_8813 201 0053 2,502.17 E.W. @ F.A.(+) 072413 N G612.1 0054 968.29 061914 N T_9001 0055 1,004.35 052113 N T_9002 0056 1,996.67 052013 N T_9003 210 0040 177.41 E.W. @ F.A.(+) 032113 N T=4718 216 0001 1,200.76 E.W. @ L.S.(+) 082814 N 216LS0 226 0001 29,393.00 E.W. @ L.S.(+) 091714 Y 226LS0 1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 0 DATE 09/22/14 EST. NO.59 TIME 10:06 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 --------------------------------------------------------------------------- 234 0024 649.95 E.W. @ F.A.(+) 051613 Y T-5115 246 0005 47,219.37 A.C. @ U.P.(+) 080414 N G913.0 259 0012 1,085.58 E.W. @ F.A.(+) 121213 Y T 011 1 0015 1,654.20 121313 N T 012 1 273 0020 95.13 E.W. @ F.A.(+) 071514 Y R 610 1 0021 341.80 071514 Y R 620 1 0022 114.10 071514 Y R 630 1 0023 171.03 071514 Y R 640 1 284 0001 6,647.22 E.W. @ F.A.(+) 111013 Y R 390 1 0002 9,526.39 111213 Y R 420 1 0003 5,562.60 111113 Y R 400 1 0004 8,111.60 111313 Y R 410 1 0010 2,903.42 110613 Y R 010 1 0011 2,487.13 110713 Y R 020 1 0012 7,775.57 110913 Y R 030 1 0013 4,039.86 110813 Y R 040 1 0024 1,665.04 122713 Y T 529 1 0043 13,244.66 E.W. @ L.S.(+) 091714 Y 2 LS0 1 290 0007 2,016.30 E.W. @ F.A.(+) 111313 N T 066 1 296 0034 1,435.50 E.W. @ F.A.(+) 112313 N T 811 1 305 0041 191.84 A.C. @ F.A.(+) 041014 N T 815 1 306 0002 11,455.80 E.W. @ L.S.(+) 082214 N C 062 1 308 0002 3,375.02 E.W. @ F.A.(+) 031014 Y R 740 1 0003 2,277.65 071014 Y R 340 1 0004 4,912.69 071714 Y R 460 1 0005 2,923.59 071614 Y R 470 1 309 0001 4,810.30 E.W. @ F.A.(+) 061214 Y R 920 1 0003 1,743.91 061614 Y R 010 1 0004 3,738.52 062414 Y R 130 1 311 0001 751,285.00 E.W. @ L.S.(+) 080514 Y C 110 1 323 0001 6,032.19 E.W. @ F.A.(+) 081114 Y T 810 1 0002 81,997.30 E.W. @ L.S.(+) 082814 Y 3 LS0 1 1,276,821.74 TOTAL THIS ESTIMATE 0 70,475,177.54 TOTAL PREVIOUS ESTIMATE 0 71,751,999.28 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 09/22/14 EST. NO.59 TIME 10:06 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 06 JUNE 2010 ESTIMATE 24,000.00 07 AUG SCHEDULE UPDATE -3,295,220.00 10 AUG SCHEDULE UPDATE 3,295,220.00 11 CEM TRUCKING OCT&NOV -20,000.00 26 RESTAKING & CHARGES -1,360.00 26 CEM FOR 2404 DEC -10,000.00 27 CEM FORM 2404 JAN -10,000.00 28 NSDCP NON-COMPLIANCE -100,000.00 28 SWPPP-NS2CP -100,000.00 29 CEM 2404 EST 26 20,000.00 30 CEM 2404 FEB & MARCH -20,000.00 30 CEM2404 APRIL -10,000.00 31 CEM2404 EST 27,28,30 30,000.00 31 CEM 2404 MARCH EST30 10,000.00 32 CEM 2404 MAY REPORT -10,000.00 32 TUTOR NSDCP EST28 100,000.00 32 CEM 2404 EST 31 10,000.00 33 CEM 2404 EST 32 10,000.00 33 CUT STATE INSPCT 242 -5,000.00 34 EEO REPORTS -5,000.00 34 CEM JULY TRUCKING -10,000.00 35 EEO REPORTS EST 34 5,000.00 35 CEM JULY EST35 10,000.00 36 OCT ARRA RPT INC -10,000.00 37 CEM TRUCKING RPT -10,000.00 38 NOV ARRA RPT INCOMPL -10,000.00 38 OCT ARRA EST 37 10,000.00 38 SWPPP DEFICIENCIES -100,000.00 38 CEM NOV TRUCKING RPT -10,000.00 39 CEM TRUCKING EST 38 10,000.00 39 JACO TRUCKING RPTS -20,000.00 39 NOV ARRA EST 38 10,000.00 39 NSDCP EST 29 100,000.00 39 CEM TRUCKING DEC -10,000.00 40 CEM REPORT EST 40 10,000.00 41 CEM REPORT EST 39 10,000.00 41 SWPPP EST 38 100,000.00 41 ARRA MARCH INCOMPLET -10,000.00 42 FORM2404 JAN&FEB TSC -10,000.00 42 FORM2404 JAN&FEB GBA -20,000.00 42 JACO TRUCKING EST 39 20,000.00 42 ARRA APR INCOMPLETE -10,000.00 43 ARRA MARCH EST 42 10,000.00 43 FORM 2404 TSC EST 42 10,000.00 43 FORM 2404 GB EST 42 20,000.00 43 ARRA APR EST 43 10,000.00 45 ARRA JUL DELINQUENT -10,000.00 45 ARRA JUL DELINQUENT -10,000.00 46 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 09/22/14 EST. NO.59 TIME 10:06 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 46 ARRA AUG DELINQUENT -10,000.00 47 ARRA JUN EST 45 10,000.00 47 CT LTR 3176 EST 45 -10,000.00 47 ARRA AUG EST 47 10,000.00 48 ARRA JUL EST 46 10,000.00 48 ARRA RPT OCT 2013 -10,000.00 49 ARRA RPT NOV 2013 -10,000.00 50 ARRA RPT DEC 2013 -10,000.00 51 ARRA JAN REPORT -10,000.00 52 ARRA NOV EST 50 10,000.00 52 ARRA OCT EST 49 10,000.00 52 2013 EEO REPORT -10,000.00 52 ARRA REPORT FEB 2014 -10,000.00 53 ARRA REPORT MAR 2014 -10,000.00 54 ARRA RPT DEC EST 51 10,000.00 54 ARRA RPT JAN EST 52 10,000.00 54 ARRA REPORT APR 2014 -10,000.00 55 2013 EEO RPT EST 52 10,000.00 55 ARRA FEB EST 53 10,000.00 56 ARRA MAY 2014 -10,000.00 56 ARRA APR EST 55 10,000.00 57 ARRA JUNE REPORT -10,000.00 57 ARRA MAR EST 54 10,000.00 57 ARRA MAY EST 56 10,000.00 57 CPM SWPPP DELIQUENT -100,000.00 57 ARRA JUNE EST 57 10,000.00 58 FHWA 1391 DELINQUENT -10,000.00 58 CPM DELINQUENT -50,000.00 59 CT LTR 3791 -20,000.00 59 UDBE ISSUES -140,000.00 59 -210,000.00 -326,360.00 0 LABOR COMPLIANCE VIOLATION 0 MISSING CEM-2404 -10,000.00 09 DRILL TECH PAYROLL -10,000.00 13 MISSING TRUCKING RPT -10,000.00 15 DRILL TECH EST 13 10,000.00 16 CEM FORM 2404 -20,000.00 18 JACO FORM 2404 -40,000.00 18 RETURNDEDUCTEST 9&15 20,000.00 18 CEM EST 18 20,000.00 19 JACO EST 18 40,000.00 19 SL 1007 UDBE REPTS -10,000.00 19 BRANDT WELDING -1,000.00 22 CEM TRUCKING JULY -10,000.00 23 CEM TRUCKING AUG -10,000.00 23 PAYROLL CT LTR 1169 -10,000.00 23 BRANDT WELDING EST22 1,000.00 24 CEM JULY EST 23 10,000.00 24 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 09/22/14 EST. NO.59 TIME 10:06 AM 0 R.E. NAME: TSIGELMAN, IGOR 04-294914 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CEM TRUCKING SEPT -10,000.00 24 CEM OCT TRUCKING -10,000.00 25 CT LTR 1441 -10,000.00 26 LTR1169 23 CEM23&24 30,000.00 26 CEM OCT EST 25 10,000.00 27 CT LTR 1441 EST 26 10,000.00 27 CT LTR 1529 -10,000.00 28 CEM 2404 EST 19 & 28 20,000.00 30 DELINQUENT PAYROLLS -10,000.00 33 PAYROLLS EST 33 10,000.00 34 CT LTR 2349 -10,000.00 37 CT LTR 2445 -10,000.00 38 CT LTR 2349 EST 37 10,000.00 41 CT LTR 2445 EST 38 10,000.00 41 CT LTR 2822 PAYROLLS -10,000.00 42 CT LTR 2822 EST 42 10,000.00 43 PAYROLL CT LTR 3176 -10,000.00 45 CT LTR 3176 EST 45 10,000.00 47 CT LTR 3362 -10,000.00 48 MISSING PAYROLLS -10,000.00 49 PAYROLL EST 49 10,000.00 56 0.00 -10,000.00 TOTAL DEDUCTIONS -210,000.00 -336,360.00 1PROGRAM CAS145 PAGE DATE 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 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 0.481 147,18 008 CONSTRUCTION SITE MANAGEMENT LS 528,000.0000 528,000.00 0.977 515,85 009 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 0.009 174.60 0.986 19,12 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 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- 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 11.600 522.00 23.830 1,07 026 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 4,840.00 250.000 1,000.00 769.000 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 661,990.00 247.550 24,259.90 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 146,740.00 158.300 3,482.60 4,818.330 106,00 034 ABANDON CULVERT M 30.0000 27,900.00 -13.160 -394.80 591.100 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 53.780 1,075.60 313.980 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 10,500.00 821.950 4,109.75 1,886.020 9,43 STRIPE 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 24,300.00 2,184.430 6,553.29 6,622.740 19,86 043 REMOVE PAVEMENT MARKER EA 1.0000 2,100.00 262.000 262.00 3,000.000 3,00 044 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 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- 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 3,500.00 1.000 3,50 055 RELOCATE ROADSIDE SIGN EA 450.0000 3,150.00 5.000 2,25 056 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 8,300.000 53,950.00 8,300.000 53,95 060 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 13.160 500.08 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 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- 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 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- 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 0.900 8,10 105 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 1,019.050 77,44 109 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 1,446.510 188,046.30 5,698.680 740,82 113 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 6,210.00 550.470 4,95 115 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 13,000.00 120.800 120,800.00 120.800 120,80 (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 7,329.200 36,646.00 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 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- 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 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- 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 36.110 5,416.50 36.110 5,41 161 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 4.000 1,400.00 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 0.000 169 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 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- 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 6.680 5,344.00 194.910 155,92 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 0.000 VINYL-CLAD) 202 CHAIN LINK FENCE (TYPE CL-1.8) M 70.0000 32,200.00 654.700 45,82 203 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 64,500.00 525.060 39,37 210 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 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- 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 149,800.00 613.200 131,22 217 CONCRETE BARRIER (TYPE 60A) M 220.0000 19,800.00 95.850 21,08 218 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 24,750.00 100.680 4,53 223 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 14,880.00 7,507.310 9,008.77 11,548.960 13,85 224 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,500.00 295.730 739.33 1,954.140 4,88 225 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 360.00 0.000 (BROKEN 3.66 M - 0.92 M) 226 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,000.00 5,380.280 5,380.28 7,892.140 7,89 (BROKEN 10.98 M - 3.66 M) 227 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 160.00 0.000 (BROKEN 5.18 M - 2.14 M) 228 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,600.00 1,803.000 3,606.00 2,823.000 5,64 229 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,800.00 1,020.000 4,080.00 1,776.000 7,10 230 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 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- 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 267,096.00 450.000 334,80 (ADDITIONAL SUPPORT) 1PROGRAM CAS145 PAGE 1 DATE 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- 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 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- 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 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- 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 0.000 335 EXCAVATION PLAN AND TEST SECTION LS 10,000,000.0000 10,000,000.00 1.000 10,000,00 1PROGRAM CAS145 PAGE 1 DATE 09/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 10:06 AM ESTIMATE NO. 5 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 09/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 09/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 479,462.20 184,700,381.3 0 ADJUSTMENT OF COMPENSATION 50,708.77 52,268,579.4 0 EXTRA WORK 1,226,112.97 19,483,419.8 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,756,283.94 256,452,380.6 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 1,756,283.94 276,041,380.6 0 MATERIALS ON HAND ON SITE 3,756,845.0 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS -210,000.00 -336,360.0 0 TOTAL 1,546,283.94 279,461,865.6 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 10/24/14 1698 0 299 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY JOB HAS TWO PHASES TSIGELMAN, IGOR RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 09/22/14