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 11/21/13 EST. NO.49 TIME 10:12 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 0479 504.25 E.W. @ F.A.(+) 062112 N T_2466 0490 275.28 062012 N T_2480 0506 76.03 040212 N T_2500 0512 252.66 072312 N T_2533 0521 172.05 071112 N T_2542 0523 103.23 070912 N T_2544 0597 303.66 091212 N T_2853 0598 260.64 091312 N T_2854 0601 282.15 091812 N T_2857 0602 260.64 091912 N T_2858 0603 260.64 092012 N T_2859 0604 260.64 092112 N T_2860 0605 260.64 092412 N T_2861 0606 260.64 092512 N T_2862 0607 432.66 092612 N T_2863 0608 432.66 092712 N T_2864 0610 292.64 100112 N T_2866 0621 463.96 101612 N T_2877 0627 219.48 110112 N T_2883 0628 219.48 110212 N T_2884 0640 172.05 080112 N T_2896 0641 137.64 073012 N T_2897 0644 182.90 103112 N T_2882 0696 219.48 121312 N T_3102 0700 248.21 121712 N T_3106 0703 212.75 122012 N T_3109 0721 182.90 010913 N T_3396 0727 142.36 011413 N T_3402 0728 219.48 010213 N T_3387 0730 292.64 011613 N T_3404 0731 390.54 011713 N T_3405 0733 391.61 011913 N T_3407 0754 439.49 010413 N T_3513 0763 292.64 012413 N T_3524 0777 341.59 020713 N T_3544 0778 219.48 020813 N T_3547 0967 132.19 091712 N T-2856 0968 321.01 091412 N T-2855 0969 609.88 102912 N G322.0 0971 686.11 103112 N G324.0 0972 609.88 110212 N G325.0 0973 228.71 110512 N G326.0 0974 609.88 112612 N G327.0 0975 381.17 112712 N G328.0 1013 297.91 012413 N T-3524 1019 4,172.92 092711 N G676.0 003 0051 791.63 E.W. @ F.A.(+) 030712 N T_2288 0062 3,183.48 062513 N T_5208 0063 3,354.30 082813 N T_5213 0064 3,549.32 072913 N T_5214 0065 3,263.78 051013 N T_5215 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 11/21/13 EST. NO.49 TIME 10:12 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 --------------------------------------------------------------------------- 0066 943.49 030613 N T_5202 0068 3,311.92 021913 N T_5206 0072 3,204.05 111212 N T_5211 011 0009 15,735.30 E.W. @ U.P (+) 111513 N C11.81 012 0092 150.14 E.W. @ F.A.(+) 010612 N T-2241 0093 435.58 010512 N T-2240 0095 230.65 010312 N T-2238 0099 68.82 040412 N T_2502 0100 477.61 040412 N T_2501 0101 210.70 040312 N T_2503 019 0036 385.29 E.W. @ F.A.(+) 120412 N T_3131 0037 1,259.92 120512 N T_3132 028 0001 6,888.00 A.C. @ L.S.(+) 101513 Y CO0280 048 0007-1 -72,563.50 A.C. @ F.A.(+) 042413 Y R11360 DAO CORRECTING ENTRY 054 0048 2,340.00 E.W. @ U.P (+) 011713 N G658.0 072 0127 3,766.05 A.C. @ F.A.(+) 081913 Y R12620 0128 4,423.88 081813 Y R12630 079 0051 410.78 A.C. @ F.A.(+) 032713 Y WM-060 0092 4,392.77 040113 Y R797.0 0094 5,916.12 040213 Y R804.0 0095 5,922.59 040213 Y R805.0 0096 5,152.59 040313 Y R806.0 0097 6,888.61 040413 Y R809.0 0098 3,444.32 040513 Y R814.0 0099 3,271.41 031113 Y R720.0 0100 6,542.83 031213 Y R722.0 0101 6,812.84 031313 Y R724.0 0102 7,065.76 031413 Y R726.0 0104 1,232.37 022113 Y WM=040 123 0032 3,101.04 A.C. @ F.A.(+) 091613 Y R13270 0036 2,355.74 042213 N R921.0 0037 3,650.69 092713 N R14280 127 0009 22,620.00 A.C. @ U.P.(+) 092713 N CC1276 144 0051 1,092.62 E.W. @ F.A.(+) 081512 Y R351.0 0052 1,092.62 081712 Y R352.0 155 0097 803.21 E.W. @ F.A.(+) 100412 Y H193.0 0104 301.20 102312 Y H225.0 0107 200.81 110912 Y H228.0 0112 401.60 112612 Y H241.0 162 0092 4,048.00 E.W. @ F.A.(+) 041213 Y R966.0 0112 2,905.84 091713 Y R13060 0113 20,034.58 091713 Y R13050 0121 4,857.60 082213 Y R13380 0122 81,641.84 081913 Y R13390 0127 805.51 092013 Y R13480 0128 1,027.68 091913 Y R13490 0131 1,274.93 092313 Y R13540 0132 374.00 091213 Y T_5271 0133 3,151.08 093013 Y R13850 0135 329.36 100313 Y R13870 0136 3,472.89 082013 Y R12640 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 11/21/13 EST. NO.49 TIME 10:12 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 --------------------------------------------------------------------------- 0138 3,122.70 040913 Y R828.0 0140 14,927.00 101113 Y R14120 0146 33,193.60 100213 Y R14180 0147 651.15 092713 Y R14360 0148 4,584.94 102313 Y R14370 0149 2,911.04 102213 Y R14380 163 0068 460,665.00 A.C. @ L.S.(+) 111613 Y 163A 0 164 0002 1,613.59 E.W. @ F.A.(+) 100313 Y R13880 0003 1,507.51 100413 Y R13890 0004 3,303.97 100213 Y R13990 0005 3,124.74 102213 Y R14390 0006 3,733.72 102513 Y R14400 0007 6,919.42 102613 Y R14410 174 0001 2,023.04 E.W. @ F.A.(+) 083012 Y R367.0 0002 777.36 083112 Y R369.0 0003 3,014.01 082912 N R370.0 0007 3,126.13 090412 N R374.0 0008 2,852.26 090512 N R375.0 0009 3,436.82 090612 N R377.0 0011 1,813.88 082712 N R382.0 0012 14,706.57 082912 Y R384.0 0013 8,315.10 083012 Y R385.0 0014 1,709.41 083012 N R386.0 0015 7,175.73 090412 Y R387.0 0016 9,582.32 082812 Y R391.0 0017 4,384.79 082912 Y R392.0 0018 9,463.86 090512 Y R393.0 0019 3,261.38 090712 Y R394.0 0020 2,740.22 091912 Y R409.0 0021 673.95 092112 Y R410.0 0022 717.40 091812 Y R411.0 0024 918.60 091812 Y R413.0 0029 82.54 081312 Y R422.0 0030 3,032.02 082912 Y R423.0 0033 2,096.51 100312 Y R429.0 0034 7,646.02 092012 Y R431.0 0038 2,459.39 082812 Y R445.0 0039 4,820.54 101112 Y R442.0 0041 72.59 101112 Y R463.0 0062 525.15 012113 Y R615.0 0063 1,331.86 022613 Y R667.0 0064 2,734.73 030613 Y R693.0 0065 1,380.07 022013 Y R705.0 0066 7,785.11 090612 Y R388.0 0069 1,062.33 032613 Y R788.0 0070 3,683.49 032713 Y R789.0 0071 1,352.00 033013 Y R793.0 0073 1,386.32 040913 Y R829.0 0081 1,900.31 041613 Y R898.0 0082 1,900.31 041713 Y R903.0 0083 2,020.43 041713 Y R904.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 11/21/13 EST. NO.49 TIME 10:12 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 --------------------------------------------------------------------------- 0084 1,900.31 041813 Y R911.0 0085 2,357.34 041913 Y R912.0 0087 2,791.46 041513 Y R893.0 0098 233.87 022613 Y R951.0 0099 232.95 040913 Y R952.0 0100 100.50 022713 Y R953.0 0102 2,357.34 051013 Y R972.0 0103 1,352.64 050613 Y R974.0 0104 1,854.99 050813 Y R976.0 0105 1,352.64 050913 Y R977.0 0107 26.54 022013 N R991.0 0108 315.37 032613 N R999.0 0109 28,462.50 051413 Y R10110 0111 431.06 032713 Y R10600 0112 2,889.77 041513 Y R10610 0113 169.52 041613 Y R10620 0114 80.14 041813 Y R10630 0115 119.24 041713 Y R10640 0116 37.73 041913 Y R10650 0117 464.41 050613 Y R10660 0118 349.38 050813 Y R10670 0119 43.20 050913 Y R10680 0120 3,550.43 053113 Y R10890 0121 4,007.21 060113 Y R10900 0122 3,361.11 052113 Y R10840 0123 4,798.60 052213 Y R10850 0124 3,559.48 052313 Y R10860 0125 4,911.10 052813 Y R10870 0126 4,442.23 053013 Y R10880 0158 479,237.33 E.W. @ L.S.(+) 111613 Y 174A 0 0159 791,457.37 111613 Y 174B 0 176 0001 1,561,437.33 A.C. @ L.S.(+) 091813 Y CO1760 177 0001 104.88 A.C. @ F.A.(+) 082512 Y T_2761 0002 428.28 082512 Y T_2762 0003 896.03 082512 Y T_2763 0004 3,633.92 081812 Y T_2764 0005 2,263.27 081812 Y T_2766 0006 242.78 081812 Y T_2767 0009 107.52 082012 Y T_2741 0010 253.75 082112 Y T_2742 0011 247.30 082212 Y T_2743 0012 92.47 082212 Y T_2744 0013 195.69 082312 Y T_2745 0014 79.56 082312 Y T_2746 0015 272.24 082412 Y T_2747 0016 45.16 082412 Y T_2748 0017 270.95 082712 Y T_2749 0018 51.61 082712 Y T_2750 0019 283.85 082812 Y T_2751 0020 55.91 082812 Y T_2752 0021 217.19 082912 Y T_2753 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 11/21/13 EST. NO.49 TIME 10:12 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 --------------------------------------------------------------------------- 0022 86.02 082912 Y T_2754 0023 245.15 083012 Y T_2755 0024 75.26 083012 Y T_2756 0025 167.73 083112 Y T_2757 188 0004 757.84 E.W. @ F.A.(+) 091912 Y T_3137 193 0001 49,094.00 A.C. @ L.S.(+) 091813 Y CO1930 198 0010 88,557.70 E.W. @ F.A.(+) 111013 Y T_5563 0011 46,611.20 103113 N T_5565 201 0042 1,190.92 E.W. @ F.A.(+) 081213 N G633.0 210 0011 153.51 E.W. @ F.A.(+) 041113 Y T_4721 0016 325.57 043013 Y T_4726 0024 690.23 010213 Y T_4714 232 0001 21,009.00 E.W. @ L.S.(+) 111813 Y 232 0 234 0001 6,234.05 E.W. @ F.A.(+) 042713 Y T_4371 0002 343.64 061913 Y T_4871 0004 1,197.70 052813 Y T_4881 0005 253.13 053113 Y T_4883 0006 561.61 052313 Y T_4885 0007 92.95 060413 Y T_4888 0017 1,597.30 051713 Y T_5116 248 0003 4,581.28 E.W. @ L.S.(+) 111813 Y 248B 0 275 0001 426.36 E.W. @ F.A.(+) 091913 Y R13510 0002 4,057.48 092613 Y R13660 0003 1,196.20 092413 Y R13670 0004 1,998.55 092513 Y R13730 4,037,890.45 TOTAL THIS ESTIMATE 55,135,688.99 TOTAL PREVIOUS ESTIMATE 59,173,579.44 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 11/21/13 EST. NO.49 TIME 10:12 AM 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 ARRA JUL DELINQUENT -10,000.00 46 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 11/21/13 EST. NO.49 TIME 10:12 AM R.E. NAME: TSIGELMAN, IGOR 04-294914 --------------------------------------------------------------------------- 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 -10,000.00 -16,360.00 LABOR COMPLIANCE VIOLATION 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 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 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -20,000.00 -36,360.00 PROGRAM CAS145 PAGE 1 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 72,000.0000 72,000.00 0.992 71,424 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,750.00 13.000 3,250 003 TIME-RELATED OVERHEAD LS 19,000,000.0000 19,000,000.00 1.000 19,000,000 004 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 0.896 17,382 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 1.000 1,000.00 9.000 9,000 (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 4,795.000 4,795.00 27,758.860 27,758 (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 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 28.000 112.00 320.000 1,280 029 PORTABLE CHANGEABLE MESSAGE SIGN EA 47,000.0000 235,000.00 5.000 235,000 030 TEMPORARY RAILING (TYPE K) M 98.0000 661,990.00 2,096.920 205,498 031 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 -50.000 -1,100.00 1,642.030 36,124 034 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 50.000 1,000.00 88.300 1,766 039 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 10,500.00 250.240 1,251.20 1,064.070 5,320 STRIPE 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 24,300.00 1,871.350 5,614.05 3,347.130 10,041 043 REMOVE PAVEMENT MARKER EA 1.0000 2,100.00 2,456.000 2,456.00 2,611.000 2,611 044 REMOVE ROADSIDE SIGN EA 220.0000 1,980.00 8.000 1,760.00 8.000 1,760 045 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 10.000 13,400 PROGRAM CAS145 PAGE 3 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 2,250.00 5.000 2,250 056 REMOVE AND RELOCATE EXISTING WATER MAIN LS 407,000.0000 407,000.00 1.000 407,000 057 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 1,471.880 53,723 061 REMOVE CONCRETE (CHANNEL) M3 340.0000 5,780.00 17.000 5,780 062 REMOVE CONCRETE BARRIER M 243.0000 65,610.00 67.600 16,426 063 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 1.000 177,000 065 CAP INLET EA 1,500.0000 7,500.00 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 22,248.115 845,428 071 ROADWAY EXCAVATION (TYPE Z-2) M3 181.0000 452,500.00 0.000 0 (ADL AND NATURALLY OCCURRING METALS) 072 ROADWAY EXCAVATION (TYPE Z-3) M3 185.0000 72,150.00 76.400 14,134 (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 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.130 18,460.00 1.000 142,000 096 EROSION CONTROL (TYPE D) HA 6,500.0000 39,650.00 0.195 1,267.50 4.293 27,904 097 EROSION CONTROL (NETTING) M2 5.0000 66,650.00 17,626.220 88,131 098 FIBER ROLLS M 9.0000 20,790.00 2,927.500 26,347 099 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 1.000 1,000.00 6.000 6,000 101 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 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,413.760 290,169 108 CLASS 3 AGGREGATE BASE M3 76.0000 98,800.00 1,019.050 77,447 109 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 1,806.900 406,552 111 LEAN CONCRETE BASE (RAPID SETTING) M3 260.0000 104,000.00 120.370 31,296.20 120.370 31,296 112 HOT MIX ASPHALT TONN 130.0000 742,300.00 2,433.960 316,414 113 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 9.0000 540.00 114.520 1,030 114 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 9.0000 6,210.00 512.470 4,612 115 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 9.0000 2,970.00 379.620 3,416 116 TACK COAT TONN 1,000.0000 24,000.00 1.207 1,207 117 CONCRETE PAVEMENT M3 380.0000 1,919,000.00 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 13,000.00 588.000 588,000.00 588.000 588,000 (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 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 79.020 195,179 (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 420,563.00 225.600 39,028.80 2,431.000 420,563 (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 2,072.000 259,000 150 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 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 7.000 2,450.00 7.000 2,450 167 ROADSIDE SIGN - TWO POST EA 750.0000 3,750.00 5.000 3,750.00 5.000 3,750 168 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 69.746 17,436 173 450 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 137,280.00 177.100 73,673 178 750 MM ALTERNATIVE PIPE CULVERT M 400.0000 68,000.00 0.000 0 179 TUNNEL AND PORTAL DRAINAGE M 617.0000 625,021.00 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 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 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,998.685 323,893 188 200 MM ALTERNATIVE PIPE UNDERDRAIN M 124.0000 116,560.00 775.000 96,100 189 900 MM BITUMINOUS COATED CORRUGATED M 520.0000 3,120.00 3.870 2,012 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 40.000 32,000.00 188.230 150,584 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 6,364.000 31,820 (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 32,200.00 654.700 45,829 203 ANCHORED WIRE MESH SYSTEM M2 150.0000 166,500.00 277.500 41,625.00 1,110.000 166,500 204 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 205 GUARD RAILING DELINEATOR EA 20.0000 1,080.00 9.000 180.00 58.000 1,160 206 OBJECT MARKER EA 50.0000 500.00 7.000 350 207 CONCRETE BARRIER MARKER EA 50.0000 7,500.00 0.000 0 208 METAL BEAM GUARD RAILING (STEEL POST) M 120.0000 57,600.00 493.610 59,233 209 WEED CONTROL MAT (RUBBER) M2 75.0000 64,500.00 467.060 35,029 210 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 3.000 10,500 PROGRAM CAS145 PAGE 9 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 8,000 213 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 32,500.00 10.000 25,000 214 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 95.850 21,087 218 CONCRETE BARRIER (TYPE 60C) M 500.0000 375,000.00 0.000 0 219 CONCRETE BARRIER (TYPE 60D) M 200.0000 54,000.00 257.000 51,400 220 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 (F) 222 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 24,750.00 100.680 4,530.60 100.680 4,530 223 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 14,880.00 4,041.650 4,849.98 4,041.650 4,849 224 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,500.00 1,658.410 4,146.03 1,658.410 4,146 225 200 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 2,511.860 2,511.86 2,511.860 2,511 (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 1,020.000 2,040.00 1,020.000 2,040 229 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,800.00 756.000 3,024.00 756.000 3,024 230 HIGHWAY LIGHTING LS 300,000.0000 300,000.00 0.980 294,000 231 TRAFFIC OPERATION SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 0.950 142,500 232 TRAFFIC OPERATION SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.980 98,000 233 TRAFFIC OPERATION SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.980 49,000 234 TRAFFIC OPERATION SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.980 49,000 235 TRAFFIC OPERATION SYSTEM (LOCATION 5) LS 50,000.0000 50,000.00 0.980 49,000 236 TRAFFIC OPERATION SYSTEM (LOCATION 6) LS 200,000.0000 200,000.00 0.980 196,000 237 EXTINGUISHABLE MESSAGE SIGN RADIO LS 20,000.0000 20,000.00 0.980 19,600 CONTROL ASSEMBLY 238 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) LS 30,000.0000 30,000.00 0.980 29,400 PROGRAM CAS145 PAGE 10 DATE 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.080 3,200.00 0.980 39,200 240 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 0.977 1,856,300 243 BUILDING WORK (SUBSTATION, PORTAL NO. 1) LS 750,000.0000 750,000.00 0.878 658,500 244 BUILDING WORK (SUBSTATION, PORTAL NO. 2) LS 750,000.0000 750,000.00 0.984 738,000 245 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 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.032 57,600.00 0.978 1,760,400 295 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 34,000 301 UNDERDRAIN CLEANOUT COVER (TYPE B) EA 2,500.0000 47,500.00 19.000 47,500 302 UNDERDRAIN CLEANOUT COVER (TYPE C) EA 2,500.0000 2,500.00 1.000 2,500 303 TUNNEL JET FANS ELECTRICAL WORK LS 500,000.0000 500,000.00 0.990 495,000 304 TUNNEL JET FANS MECHANICAL WORK LS 3,600,000.0000 3,600,000.00 0.005 18,000.00 1.000 3,600,000 305 TUNNEL LIGHTING LS 1,000,000.0000 1,000,000.00 0.990 990,000 306 TUNNEL SCSDA/PLC CONTROL AND MONITORING LS 500,000.0000 500,000.00 0.020 10,000.00 0.980 490,000 SYSTEM 307 FIRE ALARM AND DETECTION SYSTEM (TUNNEL) LS 400,000.0000 400,000.00 0.980 392,000 308 TRAFFIC OPERATION SYSTEM (TUNNEL) LS 800,000.0000 800,000.00 0.980 784,000 309 CLOSED CIRCUIT TELEVISION SYSTEM LS 200,000.0000 200,000.00 0.980 196,000 310 ACCESS CONTROL AND INTRUSION DETECTION LS 200,000.0000 200,000.00 0.980 196,000 SYSTEM 311 TRAFFIC OPERATIONS SYSTEM COMMUNICATION LS 600,000.0000 600,000.00 0.980 588,000 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 1.000 1,000,000 314 OUTSIDE PORTAL UNDERGROUND DUCTS LS 300,000.0000 300,000.00 1.000 300,000 315 TUNNEL CALL BOX LS 200,000.0000 200,000.00 0.980 196,000 316 STRONG MOTION DETECTION SYSTEM LS 300,000.0000 300,000.00 0.990 297,000 317 EXISTING SUBSTATION UPGRADE LS 400,000.0000 400,000.00 0.996 398,400 318 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 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.990 396,000 PROTECTION SYSTEM 322 FIRE PUMPS AND CONTROLLER LS 200,000.0000 200,000.00 0.980 196,000 323 SYSTEM COMMISSIONING LS 500,000.0000 500,000.00 -0.150 -75,000.00 0.750 375,000 324 TRAFFIC OPERATIONS SYSTEM SOFTWARE LS 50,000.0000 50,000.00 0.050 2,500.00 0.950 47,500 325 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 11/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:12 AM ESTIMATE NO. 49 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 11/20/13 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 815,772.82 181,875,590.54 ADJUSTMENT OF COMPENSATION 2,112,807.74 46,296,137.23 EXTRA WORK 1,925,082.71 12,877,442.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,853,663.27 241,049,169.98 336 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 4,853,663.27 260,638,169.98 MATERIALS ON HAND ON SITE 3,417,022.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -36,360.00 TOTAL 4,833,663.27 264,018,831.98 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 07/24/14 1408 0 113 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY JOB HAS TWO PHASES TSIGELMAN, IGOR RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/13