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 07/24/13 EST. NO.45 TIME 04:45 PM 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 0651 290.30 E.W. @ F.A.(+) 030812 N G314.0 0859 453.36 042913 N G467-0 0880 105.53 051513 N G499.0 0884 264.97 051313 N G497-0 0885 239.15 051413 N G498-0 0886 712.93 051713 N G500-0 0887 424.70 052013 N G518.0 0888 370.48 052113 N G519.0 0889 396.29 052213 N G520.0 0892 748.86 060313 N G552.0 0893 641.08 060413 N G553.0 0895 429.95 060513 N G555.0 0896 604.47 060613 N G556.0 0897 480.00 060613 N G557.0 0898 604.47 060713 N G558.0 0899 429.95 060713 N G559.0 0900 429.95 061013 N G560.0 0901 892.15 061013 N G561.0 0902 653.00 061113 N G562.0 0904 653.00 061213 N G564.0 0905 653.00 061313 N G565.0 0906 653.00 061413 N G566.0 0908 653.00 061713 N G568.0 0909 653.00 061813 N G569.0 0910 926.66 061813 N G570.0 0911 528.92 061913 N G571.0 0912 653.00 061913 N G572.0 0913 528.92 062013 N G573.0 0914 653.00 062013 N G574.0 0915 528.92 062113 N G575.0 0916 653.00 062113 N G576.0 0917 528.92 062413 N G587.0 0918 653.00 062413 N G588.0 0919 653.00 062613 N G589.0 0920 685.02 062713 N G590.0 0922 604.47 062813 N G592.0 002 0041 660.00 E.W. @ F.A.(+) 051613 N T_4595 0042 668.75 042613 N T_4596 0043 600.00 042613 N T_4597 006 0036 164.60 E.W. @ F.A.(+) 041113 N G440.0 0037 154.50 041113 N G442.0 0038 392.54 041113 N G440-0 0039 422.79 041113 N G442-0 018 0162 307.11 E.W. @ F.A.(+) 041513 Y R10000 0168 4,530.23 052813 Y R10700 0172 9,129.15 053013 Y R10970 0173 8,857.21 053113 Y R11000 0174 8,425.86 060313 Y R11010 0177 8,016.13 060413 Y R11150 0178 1,609.84 060513 Y R11160 0179 4,957.71 061013 Y R11170 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 07/24/13 EST. NO.45 TIME 04:45 PM 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 --------------------------------------------------------------------------- 026 0015 5,385.06 E.W. @ F.A.(+) 022113 N G379.0 0017 2,310.69 061013 N G579.0 043 0011 14,118.11 A.C. @ L.S.(+) 071813 Y CC43.4 048 0003 3,200.34 A.C. @ F.A.(+) 033013 Y R791.0 054 0033 5,825.42 E.W. @ F.A.(+) 052213 N G515.0 0034 2,978.86 052313 N G516.0 0035 2,423.08 052313 N G517.0 0038 27,500.00 071613 N T_4890 066 0011 67,656.30 A.C. @ L.S.(+) 071813 Y C66.10 072 0091 690.84 A.C. @ F.A.(+) 030513 Y R849.0 079 0066 5,253.31 A.C. @ F.A.(+) 040113 Y R10010 0066-1 -5,253.31 040113 Y R10010 DAO CORRECTING ENTRY 0067 1,915.77 040213 Y R10020 0069 870.54 040213 Y R10060 0072 4,333.70 031913 Y R10280 0075 1,057.27 032213 Y R10310 0078 461.56 040413 Y R10740 0079 138.17 031313 Y R10750 0080 4,998.32 032613 Y R10770 083 0002 8,843.89 E.W. @ F.A.(+) 042913 N G474.0 0003 5,106.29 043013 N G475.0 0004 6,390.31 050113 N G476.0 0005 8,316.35 050213 N G477.0 0006 3,389.43 050313 N G478.0 087 0007 10,000.00 E.W. @ L.S.(+) 071813 N CC87.4 112 0003 5,838.10 A.C. @ L.S.(+) 071813 Y C112.2 119 0009 315.65 E.W. @ F.A.(+) 040913 N G445.0 123 0023 132.84 A.C. @ F.A.(+) 030413 N R10030 0024 277.10 041113 N R10040 0025 185.55 040813 N R10360 0027 378.49 042213 N R10380 132 0016 590.11 E.W. @ F.A.(+) 041013 Y R877.0 0026 68.22 043013 Y R10820 137 0017 17,494.36 E.W. @ F.A.(+) 022412 Y R289.0 144 0047 4,461.30 E.W. @ F.A.(+) 022813 Y R852.0 0048 984.69 022713 Y R853.0 152 0001 11,500.00 E.W. @ L.S.(+) 032913 N CO1520 156 0009 2,852.42 E.W. @ F.A.(+) 072812 N G446-0 157 0009 170.61 A.C. @ F.A.(+) 013013 Y T_3555 0010 468.95 020113 Y T_3556 0012 2,062.00 020913 Y T_3558 0052 1,637.06 022613 Y R858.0 0055 1,014.94 012913 Y R861.0 0064 926.85 050713 Y T_4615 0071 268.20 032113 Y R10760 162 0090 8,500.80 E.W. @ F.A.(+) 032013 Y R964.0 164 0001 30,964.04 E.W. @ F.A.(+) 032513 Y R11070 172 0062 2,770,571.00 E.W. @ L.S.(+) 071813 Y CC1720 195 0023 3,993.58 E.W. @ F.A.(+) 012213 Y R616.0 198 0001 25,582.15 E.W. @ F.A.(+) 032113 Y T_3594 201 0022 768.65 E.W. @ F.A.(+) 050913 N T_4618 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 07/24/13 EST. NO.45 TIME 04:45 PM 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 --------------------------------------------------------------------------- 0025 3,385.57 051613 N T_4622 0026 1,070.30 051713 N T_4623 202 0003 37,156.00 E.W. @ L.S.(+) 071213 N CC2020 203 0002 10,360.00 A.C. @ L.S.(+) 071813 Y CC2030 210 0001 1,879.61 E.W. @ F.A.(+) 032913 Y R790.0 0002 1,879.10 040213 Y R802.0 0003 1,161.56 040513 Y R813.0 0004 2,063.23 040613 Y R819.0 0020 242.75 051013 Y T_4730 0025 1,837.63 031813 Y T_4715 0026 1,709.15 031913 Y T_4716 0027 3,460.49 032013 Y T_4717 0029 1,068.65 032213 Y T_4719 212 0001 3,387.71 E.W. @ F.A.(+) 013013 Y R700.0 0002 3,891.14 013113 Y R701.0 222 0036 3,907.41 E.W. @ F.A.(+) 042513 N G513.0 0037 1,460.56 031513 N G514.0 3,228,768.66 TOTAL THIS ESTIMATE 46,870,575.06 TOTAL PREVIOUS ESTIMATE 50,099,343.72 TOTAL TO DATE 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 DATE 07/24/13 EST. NO.45 TIME 04:45 PM R.E. NAME: TSIGELMAN, IGOR 04-294914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 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 0.00 -16,360.00 LABOR COMPLIANCE VIOLATION MISSING CEM-2404 -10,000.00 09 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 DATE 07/24/13 EST. NO.45 TIME 04:45 PM R.E. NAME: TSIGELMAN, IGOR 04-294914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 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 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -26,360.00 PROGRAM CAS145 PAGE 1 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 LOCATION RERUN 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 72,000.0000 72,000.00 0.018 1,296.00 0.938 67,536 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,750.00 1.000 250.00 12.000 3,000 003 TIME-RELATED OVERHEAD LS 19,000,000.0000 19,000,000.00 0.022 418,000.00 0.948 18,012,000 004 TEMPORARY WILDLIFE EXCLUSION FENCE M 83.0000 141,100.00 1,027.500 85,282 005 TEMPORARY FENCE (TYPE ESA) M 11.5000 41,400.00 1,694.560 19,487 006 TEMPORARY ENGINEER TRAILER LS 366,000.0000 366,000.00 0.000 0 007 TEMPORARY MAINTENANCE TRAILER LS 306,000.0000 306,000.00 0.481 147,186 008 CONSTRUCTION SITE MANAGEMENT LS 528,000.0000 528,000.00 0.977 515,856 009 TEMPORARY STORM WATER RUN-ON BYPASS AND LS 1,025,000.0000 1,025,000.00 1.000 1,025,000 EXCAVATION DEWATERING 010 HEALTH AND SAFETY PLAN LS 5,600.0000 5,600.00 1.000 5,600 011 PREPARE STORM WATER POLLUTION LS 19,400.0000 19,400.00 0.009 174.60 0.860 16,684 PREVENTION PLAN 012 TEMPORARY FIBER ROLL M 10.0000 14,000.00 4,711.700 47,117 013 TEMPORARY SILT FENCE M 13.0000 70,200.00 1,244.000 16,172 014 TEMPORARY GRAVEL BAG BERM M 28.0000 21,840.00 630.500 17,654 015 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 17,600.00 6.000 26,400 016 TEMPORARY COVER M2 4.0000 28,000.00 18,245.000 72,980 017 TEMPORARY CHECK DAM M 64.0000 7,680.00 88.000 5,632 018 MOVE-IN/MOVE-OUT EA 1,000.0000 10,000.00 8.000 8,000 (TEMPORARY EROSION CONTROL) 019 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 13,600.00 40.000 16,000 020 TEMPORARY HYDRAULIC MULCH M2 1.0000 7,000.00 22,963.860 22,963 (BONDED FIBER MATRIX) 021 STREET SWEEPING LS 253,000.0000 253,000.00 0.994 251,482 022 TEMPORARY CONCRETE WASHOUT BIN EA 840.0000 74,760.00 46.000 38,640 PROGRAM CAS145 PAGE 2 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 104,000.0000 104,000.00 0.642 66,768 024 TRAFFIC CONTROL SYSTEM LS 421,000.0000 421,000.00 0.895 376,795 025 TEMPORARY PAVEMENT MARKING (PAINT) M2 45.0000 8,550.00 12.230 550 026 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 15,250.00 0.000 0 027 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,100.00 19.000 665 028 TEMPORARY PAVEMENT MARKER EA 4.0000 4,840.00 292.000 1,168 029 PORTABLE CHANGEABLE MESSAGE SIGN EA 47,000.0000 235,000.00 0.070 3,290.00 4.870 228,890 030 TEMPORARY RAILING (TYPE K) M 98.0000 661,990.00 2,028.000 198,744 031 TEMPORARY RAILING (CROSS TUNNEL PASSAGE) M 129.0000 11,610.00 60.000 7,740 032 TEMPORARY CRASH CUSHION MODULE EA 458.0000 91,600.00 53.000 24,274 033 TEMPORARY TRAFFIC SCREEN M 22.0000 146,740.00 1,581.640 34,796 034 ABANDON CULVERT M 30.0000 27,900.00 217.500 6,525 035 ABANDON INLET EA 1,200.0000 6,000.00 2.000 2,400 036 REMOVE CHAIN LINK FENCE M 15.0000 6,900.00 511.800 7,677 037 REMOVE SLIDE HEADGATE EA 1,700.0000 3,400.00 2.000 3,400 038 REMOVE METAL BEAM GUARD RAILING M 20.0000 4,200.00 38.300 766 039 REMOVE THRIE BEAM BARRIER M 30.0000 16,500.00 0.000 0 040 REMOVE DOUBLE THRIE BEAM BARRIER M 40.0000 26,800.00 0.000 0 041 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 10,500.00 813.830 4,069 STRIPE 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 24,300.00 1,475.780 4,427 043 REMOVE PAVEMENT MARKER EA 1.0000 2,100.00 155.000 155 044 REMOVE ROADSIDE SIGN EA 220.0000 1,980.00 0.000 0 045 REMOVE SIGN STRUCTURE EA 9,000.0000 27,000.00 0.000 0 046 REMOVE MICROWAVE TOWER LS 5,300.0000 5,300.00 1.000 5,300 047 REMOVE ASPHALT CONCRETE DIKE M 21.0000 19,530.00 0.000 0 048 REMOVE CULVERT M 67.0000 16,080.00 10.000 670 049 REMOVE INLET EA 1,340.0000 28,140.00 1.000 1,340.00 10.000 13,400 PROGRAM CAS145 PAGE 3 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE HEADWALL EA 1,500.0000 1,500.00 1.000 1,500 051 REMOVE RETAINING WALL M 142.0000 4,260.00 30.000 4,260 052 REMOVE BASE AND SURFACING M3 65.0000 11,700.00 0.000 0 053 RELOCATE GATE EA 1,500.0000 3,000.00 1.000 1,500 054 RELOCATE CRASH CUSHION EA 3,500.0000 3,500.00 0.000 0 055 RELOCATE ROADSIDE SIGN EA 450.0000 3,150.00 0.000 0 056 REMOVE AND RELOCATE EXISTING WATER MAIN LS 407,000.0000 407,000.00 0.950 386,650 057 MODIFY INLET TO MANHOLE EA 2,300.0000 9,200.00 2.000 4,600 058 REMODEL INLET EA 1,000.0000 5,000.00 0.000 0 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.5000 58,500.00 0.000 0 060 REMOVE CONCRETE CURB M 36.5000 98,550.00 79.500 2,901.75 1,266.880 46,241 061 REMOVE CONCRETE (CHANNEL) M3 340.0000 5,780.00 17.000 5,780 062 REMOVE CONCRETE BARRIER M 243.0000 65,610.00 0.000 0 063 REMOVE CONCRETE ISLAND (PORTIONS) M3 89.0000 61,410.00 6.770 602 064 REMOVE TEMPORARY SOUND WALL LS 177,000.0000 177,000.00 0.500 88,500.00 1.000 177,000 065 CAP INLET EA 1,500.0000 7,500.00 1.000 1,500.00 4.000 6,000 066 CAP MANHOLE EA 2,900.0000 2,900.00 0.000 0 067 REMOVE CRASH CUSHION EA 1,700.0000 3,400.00 0.000 0 068 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000 069 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 070 ROADWAY EXCAVATION M3 38.0000 855,000.00 164.160 6,238.08 21,575.765 819,879 071 ROADWAY EXCAVATION (TYPE Z-2) M3 181.0000 452,500.00 -36.700 -6,642.70 0.000 0 (ADL AND NATURALLY OCCURRING METALS) 072 ROADWAY EXCAVATION (TYPE Z-3) M3 185.0000 72,150.00 0.000 0 (ADL AND NATURALLY OCCURRING METALS) 073 SURFACE SOIL MANAGEMENT PLAN LS 50,000.0000 50,000.00 1.000 50,000 074 STRUCTURE EXCAVATION (TYPE D) M3 72.0000 17,568.00 244.000 17,568 (F) 075 STRUCTURE EXCAVATION (RETAINING WALL) M3 120.0000 7,680.00 64.000 7,680 (F) 076 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 21.0000 22,470.00 1,070.000 22,470 (F) PROGRAM CAS145 PAGE 4 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 26.0000 42,380.00 1,630.000 42,380 (F) 078 STRUCTURE EXCAVATION (SECANT PILE WALL) M3 26.0000 13,338.00 513.000 13,338 (F) 079 STRUCTURE EXCAVATION (PORTAL NO. 1) M3 22.0000 94,160.00 4,280.000 94,160 (F) 080 STRUCTURE EXCAVATION (PORTAL NO. 2) M3 20.0000 94,800.00 4,740.000 94,800 (F) 081 STRUCTURE BACKFILL (SLURRY CEMENT) M3 135.0000 56,700.00 18.750 2,531 082 STRUCTURE BACKFILL (RETAINING WALL) M3 94.0000 4,136.00 44.000 4,136 (F) 083 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 320.0000 3,200.00 10.000 3,200 (F) 084 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 110.0000 12,430.00 113.000 12,430 (F) 085 STRUCTURE BACKFILL (PORTAL FOUNDATION) M3 760.0000 18,240.00 24.000 18,240 (F) 086 SAND BACKFILL M3 440.0000 70,400.00 38.140 16,781 087 CONCRETE BACKFILL FAST SETTING M3 230.0000 15,640.00 20.940 4,816 088 LEAN CONCRETE BACKFILL M3 140.0000 32,620.00 233.000 32,620 (F) 089 SOIL NAIL ASSEMBLY (RW-1E) M 126.0000 531,720.00 4,037.930 508,779 090 SOIL NAIL ASSEMBLY (RW-4E, 6E) M 126.0000 331,506.00 2,155.600 271,605 091 SOIL NAIL ASSEMBLY (RW-7E) M 126.0000 17,136.00 142.900 18,005 092 SOIL NAIL ASSEMBLY (RW-8W) M 126.0000 33,264.00 281.600 35,481 093 GROUTED ANCHOR ASSEMBLY (RW-5W, 5E) M 101.0000 421,776.00 3,168.000 319,968 094 RETAINING WALL MONITORING LS 25,000.0000 25,000.00 1.000 25,000 095 HIGHWAY PLANTING LS 142,000.0000 142,000.00 0.870 123,540 096 EROSION CONTROL (TYPE D) HA 6,500.0000 39,650.00 3.148 20,462 097 EROSION CONTROL (NETTING) M2 5.0000 66,650.00 13,101.120 65,505 098 FIBER ROLLS M 9.0000 20,790.00 1,808.280 16,274 099 COMPOST, INCORPORATE M2 9.0000 5,490.00 610.000 5,490 100 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 10,000.00 4.000 4,000 101 PLANT (GROUP M) EA 5.0000 4,500.00 892.000 4,460 102 SEEDING M2 8.0000 4,880.00 610.000 4,880 103 PLANT ESTABLISHMENT WORK LS 1,000.0000 1,000.00 1.000 1,000 PROGRAM CAS145 PAGE 5 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 IRRIGATION SYSTEM LS 9,000.0000 9,000.00 0.900 8,100 105 IRRIGATION SLEEVE M 250.0000 3,000.00 12.000 3,000 106 200 MM WELDED STEEL PIPE CONDUIT M 210.0000 81,900.00 192.000 40,320 (6.35 MM THICK) 107 CLASS 4 AGGREGATE SUBBASE M3 85.0000 305,150.00 319.950 27,195.75 3,363.610 285,906 108 CLASS 3 AGGREGATE BASE M3 76.0000 98,800.00 314.850 23,928.60 979.050 74,407 109 CEMENT TREATED BASE M3 480.0000 139,200.00 0.000 0 (PLANT-MIXED, CLASS A) 110 LEAN CONCRETE BASE M3 225.0000 607,500.00 460.220 103,549.50 1,806.900 406,552 111 LEAN CONCRETE BASE (RAPID SETTING) M3 260.0000 104,000.00 0.000 0 112 HOT MIX ASPHALT TONN 130.0000 742,300.00 458.960 59,664.80 2,306.590 299,856 113 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 9.0000 540.00 48.800 439 114 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 9.0000 6,210.00 53.000 477 115 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 9.0000 2,970.00 324.900 2,924 116 TACK COAT TONN 1,000.0000 24,000.00 1.207 1,207 117 CONCRETE PAVEMENT M3 380.0000 1,919,000.00 1,267.210 481,539.80 4,690.680 1,782,458 118 CONSTRUCT CONCRETE PAVEMENT M3 1,000.0000 750,000.00 0.000 0 (RAPID STRENGTH CONCRETE) 119 REPLACE CONCRETE PAVEMENT M3 1,000.0000 13,000.00 0.000 0 (RAPID STRENGTH CONCRETE) 120 REPAIR SPALLED JOINTS M2 1,000.0000 70,000.00 0.000 0 121 GROOVE EXISTING CONCRETE PAVEMENT M2 5.0000 82,000.00 0.000 0 122 GRIND EXISTING CONCRETE M2 20.0000 38,000.00 0.000 0 PAVEMENT 123 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,270.0000 3,144,520.00 2,477.422 3,146,325 SECANT PILING 124 STEEL SOLDIER PILE M 700.0000 551,600.00 784.650 549,255 (HP 310 X 79) (SOUND WALL) 125 STEEL SOLDIER PILE M 760.0000 329,080.00 428.260 325,477 (HP 310 X 93) (SOUND WALL) 126 STEEL SOLDIER PILE M 900.0000 220,500.00 242.940 218,646 (HP 360 X 108) (SOUND WALL) 127 STEEL SOLDIER PILE M 900.0000 194,400.00 215.290 193,761 (HP 360 X 132) (SOUND WALL) 128 STEEL SOLDIER PILE M 2,200.0000 233,200.00 105.600 232,320 (2-MC 460 X 86) (WITH PLATES) 129 STEEL SOLDIER PILE (2-MC 460 X 86) M 980.0000 406,700.00 414.645 406,352 130 STEEL SOLDIER PILE (W 360 X 179) M 880.0000 356,400.00 405.000 356,400 PROGRAM CAS145 PAGE 6 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STEEL SOLDIER PILE (W 360 X 216) M 1,060.0000 79,500.00 75.000 79,500 132 STEEL SOLDIER PILE (W 360 X 314) M 1,520.0000 252,320.00 166.000 252,320 133 STEEL SOLDIER PILE (W 530 X 248) M 800.0000 72,000.00 89.400 71,520 134 600 MM DRILLED HOLE M 368.0000 159,344.00 435.890 160,407 135 750 MM DRILLED HOLE M 476.0000 546,924.00 1,147.295 546,112 136 830 DRILLED HOLE M 720.0000 141,120.00 195.000 140,400 137 900 MM DRILLED HOLE M 800.0000 144,800.00 181.000 144,800 138 TIEBACK ANCHOR EA 5,020.0000 773,080.00 153.000 768,060 139 STRUCTURAL CONCRETE, RETAINING WALL M3 1,074.0000 1,392,978.00 1,302.400 1,398,777 (F) 140 STRUCTURAL CONCRETE, PORTAL FOOTING M3 380.0000 84,360.00 222.000 84,360 (F) 141 STRUCTURAL CONCRETE, PORTAL M3 697.0000 836,400.00 1,200.000 836,400 (F) 142 CLASS 2 CONCRETE (BACKFILL) M3 169.0000 310,115.00 1,835.000 310,115 (F) 143 CLASS 1 CONCRETE (BACKFILL) M3 182.0000 111,748.00 614.000 111,748 (F) 144 MINOR CONCRETE (MINOR STRUCTURE) M3 2,470.0000 414,960.00 71.340 176,209 (F) 145 MINOR CONCRETE (BACKFILL) M3 176.0000 112,640.00 7.400 1,302 146 FRACTURED RIB TEXTURE M2 890.0000 33,820.00 38.000 33,820 (F) 147 ARCHITECTURAL TREATMENT FACADE M2 173.0000 420,563.00 36.600 6,331.80 2,151.600 372,226 (F) 148 SOUND WALL (MASONRY BLOCK) M2 264.0000 92,400.00 350.000 92,400 149 JOINT SEAL (TYPE AL) M 125.0000 263,000.00 1,036.000 129,500 150 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 257,418.00 156,170.000 327,957 (F) 151 BAR REINFORCING STEEL (EPOXY COATED) KG 2.1000 11,424.00 5,440.000 11,424 (F) 152 BAR REINFORCING STEEL (PORTAL) KG 1.8300 318,420.00 174,000.000 318,420 (F) 153 BAR REINFORCING STEEL (PILE) KG 1.4600 154,030.00 105,500.000 154,030 (F) 154 SHOTCRETE M3 800.0000 515,200.00 644.000 515,200 (F) 155 PORTAL WATERPROOFING M2 70.0000 98,000.00 1,400.000 98,000 (F) 156 RETAINING WALL WATERPROOFING M2 70.0000 10,500.00 150.000 10,500 (F) 157 CLEAN AND PAINT MICROWAVE TOWER KG 20.0000 22,400.00 1,466.000 29,320 STRUCTURE PROGRAM CAS145 PAGE 7 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 149,100.00 29,820.000 149,100 (F) 159 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 29,820.00 4,473.000 4,473.00 26,838.000 26,838 (F) 160 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 16,500.00 0.000 0 161 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 3,840.00 0.000 0 (2.0 MM-UNFRAMED) 162 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 600.00 0.000 0 (1.6 MM-FRAMED) 163 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 1,500.00 0.000 0 (2.0 MM-FRAMED) 164 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 12,600.00 4.500 12,600 PILE (MICROWAVE TOWER FOUNDATION) 165 1524 MM CAST-IN-DRILLED-HOLE M 2,860.0000 77,220.00 20.100 57,486 CONCRETE PILE (SIGN FOUNDATION) 166 ROADSIDE SIGN - ONE POST EA 350.0000 4,550.00 0.000 0 167 ROADSIDE SIGN - TWO POST EA 750.0000 3,750.00 0.000 0 168 INSTALL SIGN PANEL ON EXISTING FRAME M2 800.0000 88,000.00 0.000 0 169 TIMBER LAGGING M3 2,000.0000 266,200.00 133.100 266,200 (F) 170 TIMBER WITH SOUNDPROOFING M2 400.0000 1,428,800.00 3,487.690 1,395,076 171 CLEAN AND PAINT STEEL SOLDIER PILING LS 54,000.0000 54,000.00 1.000 54,000 172 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 13,750.00 65.746 16,436 173 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 300.0000 420,000.00 364.000 109,200 174 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 256.0000 56,320.00 219.000 56,064 175 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 316.0000 94,800.00 0.000 0 176 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 432.0000 86,400.00 4.000 1,728 177 600 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 416.0000 137,280.00 99.000 41,184.00 149.100 62,025 178 750 MM ALTERNATIVE PIPE CULVERT M 400.0000 68,000.00 0.000 0 179 TUNNEL AND PORTAL DRAINAGE M 617.0000 625,021.00 2.620 1,616.54 1,013.000 625,021 (REINFORCED CONCRETE PIPE EDGE DRAIN) 180 DRAINAGE INLET (PORTAL AND TUNNEL) EA 2,500.0000 45,000.00 18.000 45,000 181 300 MM BITUMINOUS COATED CORRUGATED M 258.0000 10,320.00 17.300 4,463.40 38.300 9,881 STEEL PIPE (1.63 MM THICK) 182 250 MM PLASTIC PIPE UNDERDRAIN M 140.0000 3,360.00 19.200 2,688 (PORTAL) 183 150 MM PLASTIC PIPE UNDERDRAIN M 91.0000 12,831.00 112.800 10,264 (PORTAL) 184 GEOCOMPOSITE DRAIN M2 28.0000 11,368.00 406.000 11,368 PROGRAM CAS145 PAGE 8 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH AND INSTALL DRAIN PIPE M 20.0000 9,100.00 371.300 7,426 (HORIZONTAL DRAIN) 186 DRILL HOLE (HORIZONTAL DRAIN) M 100.0000 45,500.00 387.200 38,720 187 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 81.0000 413,100.00 -243.850 -19,751.85 3,900.465 315,937 188 200 MM ALTERNATIVE PIPE UNDERDRAIN M 124.0000 116,560.00 36.000 4,464.00 775.000 96,100 189 900 MM BITUMINOUS COATED CORRUGATED M 520.0000 3,120.00 1.420 738 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 8,804 191 450 MM ALTERNATIVE FLARED END SECTION EA 800.0000 1,600.00 0.000 0 192 450 MM SLIDE HEADGATE EA 5,000.0000 10,000.00 2.000 10,000 193 ROCK SLOPE PROTECTION M3 730.0000 3,650.00 4.500 3,285 (FACING, METHOD B) 194 CONCRETE (DITCH LINING) M3 1,200.0000 4,800.00 3.500 4,200 195 ROCK SLOPE PROTECTION FABRIC M2 24.0000 240.00 17.340 416 196 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 216,000.00 131.250 105,000 CONSTRUCTION) 197 MINOR CONCRETE (CURB AND SIDEWALK) M3 600.0000 774,000.00 1,322.970 793,782 198 MINOR CONCRETE (GUTTER) M3 600.0000 24,300.00 40.500 24,300 (F) 199 MINOR CONCRETE M3 215.0000 285,950.00 1,177.020 253,059 (CONDUIT AND FIRE WATER PIPE ENCASEMENT) 200 MISCELLANEOUS IRON AND STEEL KG 5.0000 82,000.00 5,810.000 29,050 (F) 201 CHAIN LINK FENCE (TYPE CL-1.2, M 90.0000 6,300.00 0.000 0 VINYL-CLAD) 202 CHAIN LINK FENCE (TYPE CL-1.8) M 70.0000 32,200.00 361.200 25,284 203 ANCHORED WIRE MESH SYSTEM M2 150.0000 166,500.00 416.250 62,437.50 416.250 62,437 204 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 205 GUARD RAILING DELINEATOR EA 20.0000 1,080.00 40.000 800 206 OBJECT MARKER EA 50.0000 500.00 5.000 250 207 CONCRETE BARRIER MARKER EA 50.0000 7,500.00 0.000 0 208 METAL BEAM GUARD RAILING (STEEL POST) M 120.0000 57,600.00 396.030 47,523 209 WEED CONTROL MAT (RUBBER) M2 75.0000 64,500.00 431.500 32,362 210 CABLE RAILING M 65.0000 36,335.00 559.000 36,335 (F) 211 TRANSITION RAILING (TYPE WB) EA 3,500.0000 17,500.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 8,000.00 5.000 5,000 213 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 32,500.00 5.000 12,500 214 CRASH CUSHION (REACT 9CBB) EA 51,000.0000 51,000.00 0.000 0 215 CRASH CUSHION (REACT 9SCBS) EA 53,000.0000 53,000.00 0.000 0 216 CONCRETE BARRIER (TYPE 60) M 214.0000 149,800.00 0.000 0 217 CONCRETE BARRIER (TYPE 60A) M 220.0000 19,800.00 0.000 0 218 CONCRETE BARRIER (TYPE 60C) M 500.0000 375,000.00 0.000 0 219 CONCRETE BARRIER (TYPE 60D) M 200.0000 54,000.00 0.000 0 220 CONCRETE BARRIER (TYPE 60E) M 665.0000 146,300.00 0.000 0 221 CONCRETE BARRIER (TYPE 732A) M 450.0000 7,650.00 17.000 7,650.00 17.000 7,650 (F) 222 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 24,750.00 0.000 0 223 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 14,880.00 0.000 0 224 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,500.00 0.000 0 225 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 360.00 0.000 0 (BROKEN 3.66 M - 0.92 M) 226 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,000.00 0.000 0 (BROKEN 10.98 M - 3.66 M) 227 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 160.00 0.000 0 (BROKEN 5.18 M - 2.14 M) 228 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,600.00 0.000 0 229 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,800.00 0.000 0 230 HIGHWAY LIGHTING LS 300,000.0000 300,000.00 0.688 206,400 231 TRAFFIC OPERATION SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 0.759 113,850 232 TRAFFIC OPERATION SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.913 91,300 233 TRAFFIC OPERATION SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.413 20,650 234 TRAFFIC OPERATION SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.595 29,750 235 TRAFFIC OPERATION SYSTEM (LOCATION 5) LS 50,000.0000 50,000.00 0.878 43,900 236 TRAFFIC OPERATION SYSTEM (LOCATION 6) LS 200,000.0000 200,000.00 0.800 160,000 237 EXTINGUISHABLE MESSAGE SIGN RADIO LS 20,000.0000 20,000.00 0.400 8,000.00 0.800 16,000 CONTROL ASSEMBLY 238 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) LS 30,000.0000 30,000.00 0.300 9,000.00 0.700 21,000 PROGRAM CAS145 PAGE 10 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 HIGHWAY ADVISORY RADIO SYSTEM LS 40,000.0000 40,000.00 0.500 20,000 240 GENERAL PACKET RADIO SYSTEM WIRELESS EA 5,000.0000 15,000.00 0.000 0 MODEM ASSEMBLY 241 ADJUST PULL BOX EA 2,000.0000 4,000.00 0.000 0 242 BUILDING WORK (OMC) LS 1,900,000.0000 1,900,000.00 0.028 53,200.00 0.904 1,717,600 243 BUILDING WORK (SUBSTATION, PORTAL NO. 1) LS 750,000.0000 750,000.00 0.873 654,750 244 BUILDING WORK (SUBSTATION, PORTAL NO. 2) LS 750,000.0000 750,000.00 0.870 652,500 245 BREAKTHROUGHTS AT RETAINING WALLS 5W AND LS 4,000,000.0000 4,000,000.00 1.000 4,000,000 5E 246 TUNNEL EXCAVATION AND SUPPORT - M 30,200.0000 2,718,000.00 90.330 2,727,966 TOP HEADING - (CATEGORY IA) 247 TUNNEL EXCAVATION AND SUPPORT - M 35,100.0000 6,282,900.00 216.680 7,605,468 TOP HEADING - (CATEGORY IB) 248 TUNNEL EXCAVATION AND SUPPORT - M 39,300.0000 1,375,500.00 379.610 14,918,673 TOP HEADING - (CATEGORY II A) 249 TUNNEL EXCAVATION AND SUPPORT - M 48,000.0000 18,096,000.00 188.420 9,044,160 TOP HEADING - (CATEGORY II B) 250 TUNNEL EXCAVATION AND SUPPORT - M 57,000.0000 12,483,000.00 60.380 3,441,660 TOP HEADING - (CATEGORY III A) 251 TUNNEL EXCAVATION AND SUPPORT - M 62,000.0000 2,356,000.00 0.000 0 TOP HEADING - (CATEGORY III B) 252 TUNNEL EXCAVATION AND SUPPORT - M 78,100.0000 4,061,200.00 54.590 4,263,479 TOP HEADING - (CATEGORY IV) 253 TUNNEL EXCAVATION AND SUPPORT - M 12,960.0000 1,166,400.00 90.330 1,170,676 BENCH - (CATEGORY IA) 254 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 13,500.0000 2,416,500.00 216.680 2,925,180 (CATEGORY IB) 255 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 14,000.0000 490,000.00 379.610 5,314,540 (CATEGORY II A) 256 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 16,930.0000 6,382,610.00 188.420 3,189,950 (CATEGORY II B) 257 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 19,870.0000 4,351,530.00 60.380 1,199,750 (CATEGORY III A) 258 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 20,890.0000 793,820.00 0.000 0 (CATEGORY III B) 259 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 42,100.0000 2,189,200.00 54.590 2,298,239 (CATEGORY IV) 260 PHOTO SURVEY OF EXISTING STRUCTURES LS 269,000.0000 269,000.00 0.500 134,500 261 TUNNEL MONITORING LS 535,700.0000 535,700.00 1.000 535,700 262 CONTAMINATED EXCAVATED MATERIAL M3 45.0000 1,665,000.00 7,288.700 327,991 263 INITIAL LINING FIBER REINFORCED M3 2,894.0000 335,704.00 193.700 560,567 SHOTCRETE (ADDITIONAL SUPPORT) 264 DRILL AND GROUT ROCK DOWEL (2 M LONG) EA 456.0000 19,152.00 0.000 0 (ADDITIONAL SUPPORT) 265 DRILL AND GROUT ROCK DOWEL (4 M LONG) EA 744.0000 267,096.00 450.000 334,800 (ADDITIONAL SUPPORT) PROGRAM CAS145 PAGE 11 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 DRILL AND GROUT ROCK DOWEL (6 M LONG) EA 889.0000 88,900.00 113.000 100,457 (ADDITIONAL SUPPORT) 267 SELF DRILL AND GROUT ROCK DOWEL EA 538.0000 13,988.00 0.000 0 (2 M LONG) (ADDITIONAL SUPPORT) 268 SELF DRILL AND GROUT ROCK DOWEL EA 682.0000 27,280.00 0.000 0 (2.5 M LONG) (ADDITIONAL SUPPORT) 269 SELF DRILL AND GROUT ROCK DOWEL EA 746.0000 146,216.00 40.000 29,840 (4 M LONG) (ADDITIONAL SUPPORT) 270 SELF DRILL AND GROUT ROCK DOWEL EA 965.0000 29,915.00 0.000 0 (6 M LONG) (ADDITIONAL SUPPORT) 271 DRILL AND GROUT SPILES (3 M LONG) EA 482.0000 26,510.00 0.000 0 (ADDITIONAL SUPPORT) 272 DRILL AND GROUT SPILES (4 M LONG) EA 531.0000 450,819.00 4,491.000 2,384,721 (ADDITIONAL SUPPORT) 273 SELF DRILL GROUT SPILES (3 M LONG) EA 648.0000 35,640.00 0.000 0 (ADDITIONAL SUPPORT) 274 SELF DRILL GROUT SPILES (4 M LONG) EA 878.0000 610,210.00 210.000 184,380 (ADDITIONAL SUPPORT) 275 LATTICE GIRDERS (ADDITIONAL SUPPORT) EA 3,171.0000 47,565.00 28.000 88,788 276 FIBERGLASS FACE DOWELS (6 M LONG) EA 430.0000 89,440.00 28.000 12,040 (ADDITIONAL SUPPORT) 277 FIBERGLASS FACE DOWELS (12 M LONG) EA 840.0000 55,440.00 61.000 51,240 (ADDITIONAL SUPPORT) 278 FACE SEALING FIBER REINFORCED SHOTCRETE M3 2,555.0000 189,070.00 554.000 1,415,470 (ADDITIONAL SUPPORT) 279 INVERT FIBER REINFORCED SHOTCRETE M 18,859.0000 301,744.00 5.650 106,553 (TUNNEL) (ADDITIONAL SUPPORT) 280 INVERT FIBER REINFORCED SHOTCRETE M 5,890.0000 300,390.00 0.000 0 (CROSS PASSAGE) (ADDITIONAL SUPPORT) 281 PROBE HOLES (ADDITIONAL SUPPORT) M 185.0000 123,580.00 2.590 479 282 DRAIN HOLES (ADDITIONAL SUPPORT) M 444.0000 87,912.00 356.000 158,064 283 CROSS PASSAGE EXCAVATION AND INITIAL M 12,556.0000 941,700.00 115.950 1,455,868 SUPPORT - (CATEGORY I) 284 CROSS PASSAGE EXCAVATION AND INITIAL M 15,375.0000 2,413,875.00 147.100 2,261,662 SUPPORT - (CATEGORY II) 285 CROSS PASSAGE EXCAVATION AND INITIAL M 40,321.0000 1,572,519.00 0.000 0 SUPPORT - (CATEGORY III) 286 BORE NO. 3 BREAKTHROUGHS LS 247,000.0000 247,000.00 1.000 247,000 287 TUNNEL FINAL LINING (TYPE A) M 26,558.0000 18,988,970.00 555.605 14,755,757 288 TUNNEL FINAL LINING (TYPE B) M 26,919.0000 1,965,087.00 0.000 0 289 TUNNEL FINAL LINING (TYPE C1) M 31,497.0000 2,960,718.00 60.068 1,891,961 290 TUNNEL FINAL LINING (TYPE C2) M 31,534.0000 3,437,206.00 374.275 11,802,387 291 SHOTCRETE FINAL LINING M 4,501.0000 1,143,254.00 254.000 1,143,254 292 STRUCTURAL CONCRETE (CROSS PASSAGES) M3 950.0000 441,750.00 465.000 441,750 PROGRAM CAS145 PAGE 12 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 CONCRETE BARRIER (CROSS PASSAGES) M 1,620.0000 34,020.00 21.000 34,020 294 TUNNEL ARCHITECTURAL WORK LS 1,800,000.0000 1,800,000.00 0.291 523,800.00 0.647 1,164,600 295 PREPARE AND STAIN CONCRETE M2 21.0000 328,650.00 15,650.000 328,650 (TUNNEL CROWN) 296 TUNNEL WATERPROOFING M2 93.0000 3,124,800.00 32,957.730 3,065,068 297 GEODRAIN M2 67.0000 112,560.00 1,753.940 117,513 298 250 MM PLASTIC PIPE UNDERDRAIN (TUNNEL) M 99.0000 196,812.00 1,892.115 187,319 299 150 MM PLASTIC PIPE UNDERDRAIN (TUNNEL) M 77.0000 102,410.00 1,210.670 93,221 300 UNDERDRAIN CLEANOUT COVER (TYPE A) EA 1,700.0000 34,000.00 20.000 34,000.00 20.000 34,000 301 UNDERDRAIN CLEANOUT COVER (TYPE B) EA 2,500.0000 47,500.00 19.000 47,500.00 19.000 47,500 302 UNDERDRAIN CLEANOUT COVER (TYPE C) EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 303 TUNNEL JET FANS ELECTRICAL WORK LS 500,000.0000 500,000.00 0.920 460,000 304 TUNNEL JET FANS MECHANICAL WORK LS 3,600,000.0000 3,600,000.00 0.051 183,600.00 0.977 3,517,200 305 TUNNEL LIGHTING LS 1,000,000.0000 1,000,000.00 0.051 51,000.00 0.950 950,000 306 TUNNEL SCSDA/PLC CONTROL AND MONITORING LS 500,000.0000 500,000.00 0.050 25,000.00 0.650 325,000 SYSTEM 307 FIRE ALARM AND DETECTION SYSTEM (TUNNEL) LS 400,000.0000 400,000.00 0.200 80,000.00 0.800 320,000 308 TRAFFIC OPERATION SYSTEM (TUNNEL) LS 800,000.0000 800,000.00 0.070 56,000.00 0.820 656,000 309 CLOSED CIRCUIT TELEVISION SYSTEM LS 200,000.0000 200,000.00 0.098 19,600.00 0.900 180,000 310 ACCESS CONTROL AND INTRUSION DETECTION LS 200,000.0000 200,000.00 0.750 150,000 SYSTEM 311 TRAFFIC OPERATIONS SYSTEM COMMUNICATION LS 600,000.0000 600,000.00 0.100 60,000.00 0.930 558,000 SYSTEM 312 CROSS PASSAGES MECHANICAL WORK LS 300,000.0000 300,000.00 0.946 283,800 313 TUNNEL UNDERGROUND DUCTS LS 1,000,000.0000 1,000,000.00 0.980 980,000 314 OUTSIDE PORTAL UNDERGROUND DUCTS LS 300,000.0000 300,000.00 0.030 9,000.00 0.980 294,000 315 TUNNEL CALL BOX LS 200,000.0000 200,000.00 0.100 20,000.00 0.600 120,000 316 STRONG MOTION DETECTION SYSTEM LS 300,000.0000 300,000.00 0.250 75,000.00 0.850 255,000 317 EXISTING SUBSTATION UPGRADE LS 400,000.0000 400,000.00 0.089 35,600.00 0.601 240,400 318 RELOCATE EQUIPMENT FROM EXISTING TO NEW LS 75,000.0000 75,000.00 0.000 0 OMC BUILDING 319 WATER MAINS (PORTAL NO. 1) LS 61,000.0000 61,000.00 0.967 58,987 PROGRAM CAS145 PAGE 13 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 WATER MAINS (PORTAL NO. 2) LS 29,000.0000 29,000.00 0.950 27,550 321 TUNNEL AND CROSS PASSAGES FIRE LS 400,000.0000 400,000.00 0.952 380,800 PROTECTION SYSTEM 322 FIRE PUMPS AND CONTROLLER LS 200,000.0000 200,000.00 0.850 170,000 323 SYSTEM COMMISSIONING LS 500,000.0000 500,000.00 0.050 25,000.00 0.700 350,000 324 TRAFFIC OPERATIONS SYSTEM SOFTWARE LS 50,000.0000 50,000.00 0.850 42,500 325 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 326 SOUND CONTROL AND MONITORING LS 650,000.0000 650,000.00 1.000 650,000 327 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 328 REMOVE POP-UP SYSTEM LS 31,000.0000 31,000.00 0.000 0 329 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 330 ARCHITECTURAL TREATMENT M2 30.0000 3,480.00 116.000 3,480 (TEXTURED SHOTCRETE) 331 PREPARE AND STAIN SHOTCRETE M2 20.0000 2,320.00 116.000 2,320 332 REMOVE POSITIVE BARRIER LS 26,500.0000 26,500.00 0.000 0 333 ASPHALTIC EMULSION (CURING SEAL) TONN 2,000.0000 6,000.00 0.000 0 334 SEAL PAVEMENT JOINT M 19.0000 6,840.00 0.000 0 335 EXCAVATION PLAN AND TEST SECTION LS 10,000,000.0000 10,000,000.00 1.000 10,000,000 PROGRAM CAS145 PAGE 14 DATE 07/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 45 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 07/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 07/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,643,394.57 177,468,532.14 ADJUSTMENT OF COMPENSATION 123,161.61 41,651,094.06 EXTRA WORK 3,105,607.05 8,448,249.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,872,163.23 227,567,875.86 336 MOBILIZATION LS 19,589,000.0000 19,589,000.00 1.000 19,589,000 ORIGINAL CONTRACT AMOUNT 214,806,175.00 TOTAL WORK COMPLETED 5,872,163.23 247,156,875.86 MATERIALS ON HAND ON SITE 4,226,346.09 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -26,360.00 TOTAL 5,862,163.23 251,356,861.95 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE 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 11/19/09 1105 01/13/10 01/13/10 05/09/14 1285 0 113 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU JOB HAS TWO PHASES TSIGELMAN, IGOR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/13