PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 12/20/12 EST. NO.38 TIME 04:50 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 0428-1 -1,167.02 E.W. @ F.A.(+) 111411 Y G276.0 DAO CORRECTING ENTRY 0428-2 2,334.04 111411 Y G276.0 DAO CORRECTING ENTRY 0620 561.86 101512 N T_2876 0630 275.28 102412 N T_2886 0631 378.28 102012 N T_2887 0632 283.67 101912 N T_2888 0633 330.95 101812 N T_2889 0634 330.95 101712 N T_2890 0635 248.21 101612 N T_2891 0636 206.46 101612 N T_2892 0637 307.32 101212 N T_2893 0638 283.68 101112 N T_2894 0647 311.82 070312 N T_2901 0655 609.88 101912 N G318.0 0656 756.76 102312 N G319.0 0657 609.88 102412 N G320.0 0658 228.71 102612 N G321.0 0659 588.20 051812 N ED-5R0 006 0025 856.02 E.W. @ F.A.(+) 103012 N R465.0 019 0031 2,651.67 E.W. @ F.A.(+) 100411 Y G268.0 0032 1,156.88 101011 Y G269.0 0035 561.11 040412 Y G286.0 043 0006 42,352.80 A.C. @ L.S.(+) 112912 Y CC43.3 052 0008 426.88 A.C. @ F.A.(+) 101211 Y H017.0 0009 426.88 101311 Y H018.0 0010 1,226.81 101411 Y H019.0 0011 1,574.99 101511 Y H020.0 0012 586.49 101711 Y H021.0 0013 684.24 101811 Y H022.0 0014 1,431.29 102011 Y H023.0 0015 1,226.81 102111 Y H025.0 0018 817.86 102411 Y H028.0 066 0007 73,716.45 A.C. @ L.S.(+) 121712 Y CC66.6 123 0001 2,865.12 A.C. @ F.A.(+) 102412 N R450.0 144 0037 3,451.51 E.W. @ F.A.(+) 101012 Y R433.0 156 0001 1,485.45 E.W. @ F.A.(+) 072712 Y G302.0 158 0002 -16,767.60 A.C. @ L.S.(-) 122012 Y C158.2 181 0001 368,852.00 A.C. @ L.S.(+) 112912 Y CCO181 497,062.59 TOTAL THIS ESTIMATE 31,692,571.72 TOTAL PREVIOUS ESTIMATE 32,189,634.31 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 12/20/12 EST. NO.38 TIME 04:50 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 -110,000.00 -226,360.00 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 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 12/20/12 EST. NO.38 TIME 04:50 PM R.E. NAME: TSIGELMAN, IGOR 04-294914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CEM TRUCKING SEPT -10,000.00 24 CEM OCT TRUCKING -10,000.00 25 CT LTR 1441 -10,000.00 26 LTR1169 23 CEM23&24 30,000.00 26 CEM OCT EST 25 10,000.00 27 CT LTR 1441 EST 26 10,000.00 27 CT LTR 1529 -10,000.00 28 CEM 2404 EST 19 & 28 20,000.00 30 DELINQUENT PAYROLLS -10,000.00 33 PAYROLLS EST 33 10,000.00 34 CT LTR 2349 -10,000.00 37 CT LTR 2445 -10,000.00 38 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -120,000.00 -246,360.00 PROGRAM CAS145 PAGE 1 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 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 0.812 58,464 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,750.00 10.000 2,500 003 TIME-RELATED OVERHEAD LS 19,000,000.0000 19,000,000.00 0.020 380,000.00 0.790 15,010,000 004 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 0.026 13,728.00 0.950 501,600 009 TEMPORARY STORM WATER RUN-ON BYPASS AND LS 1,025,000.0000 1,025,000.00 0.008 8,200.00 0.939 962,475 EXCAVATION DEWATERING 010 HEALTH AND SAFETY PLAN LS 5,600.0000 5,600.00 0.900 5,040 011 PREPARE STORM WATER POLLUTION LS 19,400.0000 19,400.00 0.009 174.60 0.797 15,461 PREVENTION PLAN 012 TEMPORARY FIBER ROLL M 10.0000 14,000.00 4,563.700 45,637 013 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 2,788.000 11,152.00 14,069.000 56,276 017 TEMPORARY CHECK DAM M 64.0000 7,680.00 25.000 1,600.00 88.000 5,632 018 MOVE-IN/MOVE-OUT EA 1,000.0000 10,000.00 9.000 9,000 (TEMPORARY EROSION CONTROL) 019 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 13,600.00 39.000 15,600 020 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 0.027 6,831.00 0.966 244,398 022 TEMPORARY CONCRETE WASHOUT BIN EA 840.0000 74,760.00 39.000 32,760 PROGRAM CAS145 PAGE 2 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.022 9,262.00 0.783 329,643 025 TEMPORARY PAVEMENT MARKING (PAINT) M2 45.0000 8,550.00 0.000 0 026 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 4,840.00 289.000 1,156 029 PORTABLE CHANGEABLE MESSAGE SIGN EA 47,000.0000 235,000.00 0.070 3,290.00 4.380 205,860 030 TEMPORARY RAILING (TYPE K) M 98.0000 661,990.00 1,878.550 184,097 031 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 39.000 17,862 033 TEMPORARY TRAFFIC SCREEN M 22.0000 146,740.00 1,432.190 31,508 034 ABANDON CULVERT M 30.0000 27,900.00 170.500 5,115 035 ABANDON INLET EA 1,200.0000 6,000.00 1.000 1,200 036 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 6.000 402 049 REMOVE INLET EA 1,340.0000 28,140.00 6.000 8,040 PROGRAM CAS145 PAGE 3 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 058 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 98,550.00 956.380 34,907 061 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 0.000 0 065 CAP INLET EA 1,500.0000 7,500.00 3.000 4,500 066 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 17,701.405 672,653 071 ROADWAY EXCAVATION (TYPE Z-2) M3 181.0000 452,500.00 36.700 6,642 (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 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.000 2,820 (F) 083 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 320.0000 3,200.00 8.000 2,560 (F) 084 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 110.0000 12,430.00 67.000 7,370 (F) 085 STRUCTURE BACKFILL (PORTAL FOUNDATION) M3 760.0000 18,240.00 0.000 0 (F) 086 SAND BACKFILL M3 440.0000 70,400.00 30.670 13,494 087 CONCRETE BACKFILL FAST SETTING M3 230.0000 15,640.00 0.000 0 088 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 0.240 6,000.00 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 1.978 12,857 097 EROSION CONTROL (NETTING) M2 5.0000 66,650.00 5,701.120 28,505 098 FIBER ROLLS M 9.0000 20,790.00 305.000 2,745 099 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 2.000 2,000 101 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 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 52.630 11,052.30 175.000 36,750 (6.35 MM THICK) 107 CLASS 4 AGGREGATE SUBBASE M3 85.0000 305,150.00 364.590 30,990 108 CLASS 3 AGGREGATE BASE M3 76.0000 98,800.00 485.230 36,877 109 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 0.000 0 111 LEAN CONCRETE BASE (RAPID SETTING) M3 260.0000 104,000.00 0.000 0 112 HOT MIX ASPHALT TONN 130.0000 742,300.00 1,455.560 189,222 113 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 0.000 0 118 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 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 60.750 65,245.50 697.010 748,588 (F) 140 STRUCTURAL CONCRETE, PORTAL FOOTING M3 380.0000 84,360.00 222.000 84,360 (F) 141 STRUCTURAL CONCRETE, PORTAL M3 697.0000 836,400.00 124.820 86,999.54 921.400 642,215 (F) 142 CLASS 2 CONCRETE (BACKFILL) M3 169.0000 310,115.00 452.500 76,472.50 1,382.500 233,642 (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 3.490 8,620.30 58.130 143,581 (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 0.000 0 (F) 147 ARCHITECTURAL TREATMENT FACADE M2 173.0000 420,563.00 252.220 43,634 (F) 148 SOUND WALL (MASONRY BLOCK) M2 264.0000 92,400.00 0.000 0 149 JOINT SEAL (TYPE AL) M 125.0000 263,000.00 0.000 0 150 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 257,418.00 2,554.190 5,363.80 116,615.980 244,893 (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 17,720.540 32,428.59 142,002.500 259,864 (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 98,000.00 374.000 26,180.00 1,390.000 97,300 (F) 156 RETAINING WALL WATERPROOFING M2 70.0000 10,500.00 85.000 5,950 (F) 157 CLEAN AND PAINT MICROWAVE TOWER KG 20.0000 22,400.00 0.000 0 STRUCTURE PROGRAM CAS145 PAGE 7 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 159 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 29,820.00 0.000 0 (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 0.000 0 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 0.800 43,200 172 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 13,750.00 39.946 9,986 173 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 300.0000 420,000.00 277.100 83,130 174 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 256.0000 56,320.00 188.000 48,128 175 600 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 0.000 0 177 600 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 416.0000 137,280.00 36.100 15,017 178 750 MM ALTERNATIVE PIPE CULVERT M 400.0000 68,000.00 0.000 0 179 TUNNEL AND PORTAL DRAINAGE M 617.0000 625,021.00 460.080 283,869.36 460.080 283,869 (REINFORCED CONCRETE PIPE EDGE DRAIN) 180 DRAINAGE INLET (PORTAL AND TUNNEL) EA 2,500.0000 45,000.00 5.000 12,500.00 5.000 12,500 181 300 MM BITUMINOUS COATED CORRUGATED M 258.0000 10,320.00 21.000 5,418 STEEL PIPE (1.63 MM THICK) 182 250 MM PLASTIC PIPE UNDERDRAIN M 140.0000 3,360.00 0.000 0 (PORTAL) 183 150 MM PLASTIC PIPE UNDERDRAIN M 91.0000 12,831.00 56.000 5,096 (PORTAL) 184 GEOCOMPOSITE DRAIN M2 28.0000 11,368.00 406.000 11,368 PROGRAM CAS145 PAGE 8 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 413,100.00 542.355 43,930 188 200 MM ALTERNATIVE PIPE UNDERDRAIN M 124.0000 116,560.00 354.500 43,958 189 900 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 10,000.00 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 83.420 66,736 CONSTRUCTION) 197 MINOR CONCRETE (CURB AND SIDEWALK) M3 600.0000 774,000.00 33.340 20,004.00 33.340 20,004 198 MINOR CONCRETE (GUTTER) M3 600.0000 24,300.00 4.400 2,640 (F) 199 MINOR CONCRETE M3 215.0000 285,950.00 527.380 113,386.70 527.380 113,386 (CONDUIT AND FIRE WATER PIPE ENCASEMENT) 200 MISCELLANEOUS IRON AND STEEL KG 5.0000 82,000.00 318.000 1,590.00 4,314.000 21,570 (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 0.000 0 204 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 205 GUARD RAILING DELINEATOR EA 20.0000 1,080.00 22.000 440 206 OBJECT MARKER EA 50.0000 500.00 1.000 50 207 CONCRETE BARRIER MARKER EA 50.0000 7,500.00 0.000 0 208 METAL BEAM GUARD RAILING (STEEL POST) M 120.0000 57,600.00 316.230 37,947 209 WEED CONTROL MAT (RUBBER) M2 75.0000 64,500.00 399.500 29,962 210 CABLE RAILING M 65.0000 36,335.00 201.000 13,065 (F) 211 TRANSITION RAILING (TYPE WB) EA 3,500.0000 17,500.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,000 213 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 32,500.00 1.000 2,500 214 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 0.000 0 (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 0.000 0 CONTROL ASSEMBLY 238 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) LS 30,000.0000 30,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 240 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 0.003 5,700.00 0.756 1,436,400 243 BUILDING WORK (SUBSTATION, PORTAL NO. 1) LS 750,000.0000 750,000.00 0.127 95,250 244 BUILDING WORK (SUBSTATION, PORTAL NO. 2) LS 750,000.0000 750,000.00 0.090 67,500 245 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 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.750 179,266.50 550.849 14,629,447 288 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 0.300 9,449.10 59.700 1,880,370 290 TUNNEL FINAL LINING (TYPE C2) M 31,534.0000 3,437,206.00 0.525 16,555.35 366.759 11,565,378 291 SHOTCRETE FINAL LINING M 4,501.0000 1,143,254.00 50.400 226,850.40 145.600 655,345 292 STRUCTURAL CONCRETE (CROSS PASSAGES) M3 950.0000 441,750.00 18.150 17,242.50 263.910 250,714 PROGRAM CAS145 PAGE 12 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.500 17,010 294 TUNNEL ARCHITECTURAL WORK LS 1,800,000.0000 1,800,000.00 0.052 93,600 295 PREPARE AND STAIN CONCRETE M2 21.0000 328,650.00 5,718.070 120,079.47 7,902.420 165,950 (TUNNEL CROWN) 296 TUNNEL WATERPROOFING M2 93.0000 3,124,800.00 1,204.480 112,016.64 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 0.000 0 301 UNDERDRAIN CLEANOUT COVER (TYPE B) EA 2,500.0000 47,500.00 0.000 0 302 UNDERDRAIN CLEANOUT COVER (TYPE C) EA 2,500.0000 2,500.00 0.000 0 303 TUNNEL JET FANS ELECTRICAL WORK LS 500,000.0000 500,000.00 0.580 290,000 304 TUNNEL JET FANS MECHANICAL WORK LS 3,600,000.0000 3,600,000.00 0.025 90,000 305 TUNNEL LIGHTING LS 1,000,000.0000 1,000,000.00 0.050 50,000.00 0.679 679,000 306 TUNNEL SCSDA/PLC CONTROL AND MONITORING LS 500,000.0000 500,000.00 0.500 250,000 SYSTEM 307 FIRE ALARM AND DETECTION SYSTEM (TUNNEL) LS 400,000.0000 400,000.00 0.530 212,000 308 TRAFFIC OPERATION SYSTEM (TUNNEL) LS 800,000.0000 800,000.00 0.530 424,000 309 CLOSED CIRCUIT TELEVISION SYSTEM LS 200,000.0000 200,000.00 0.602 120,400 310 ACCESS CONTROL AND INTRUSION DETECTION LS 200,000.0000 200,000.00 0.100 20,000.00 0.400 80,000 SYSTEM 311 TRAFFIC OPERATIONS SYSTEM COMMUNICATION LS 600,000.0000 600,000.00 0.268 160,800.00 0.500 300,000 SYSTEM 312 CROSS PASSAGES MECHANICAL WORK LS 300,000.0000 300,000.00 0.050 15,000.00 0.104 31,200 313 TUNNEL UNDERGROUND DUCTS LS 1,000,000.0000 1,000,000.00 0.254 254,000.00 0.650 650,000 314 OUTSIDE PORTAL UNDERGROUND DUCTS LS 300,000.0000 300,000.00 0.821 246,300 315 TUNNEL CALL BOX LS 200,000.0000 200,000.00 0.400 80,000 316 STRONG MOTION DETECTION SYSTEM LS 300,000.0000 300,000.00 0.200 60,000 317 EXISTING SUBSTATION UPGRADE LS 400,000.0000 400,000.00 0.500 200,000 318 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 0.832 50,752 PROGRAM CAS145 PAGE 13 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.034 986 321 TUNNEL AND CROSS PASSAGES FIRE LS 400,000.0000 400,000.00 0.230 92,000 PROTECTION SYSTEM 322 FIRE PUMPS AND CONTROLLER LS 200,000.0000 200,000.00 0.110 22,000 323 SYSTEM COMMISSIONING LS 500,000.0000 500,000.00 0.000 0 324 TRAFFIC OPERATIONS SYSTEM SOFTWARE LS 50,000.0000 50,000.00 0.550 27,500 325 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 326 SOUND CONTROL AND MONITORING LS 650,000.0000 650,000.00 0.012 7,800.00 0.966 627,900 327 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 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:50 PM ESTIMATE NO. 38 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,390,006.15 157,055,625.94 ADJUSTMENT OF COMPENSATION 479,421.02 28,186,749.93 EXTRA WORK 17,641.57 4,002,884.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,887,068.74 189,245,260.25 336 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 2,887,068.74 208,834,260.25 MATERIALS ON HAND ON SITE 5,113,651.49 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -120,000.00 -246,360.00 TOTAL 2,767,068.74 213,701,551.74 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 04/22/14 1073 0 26 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU JOB HAS TWO PHASES TSIGELMAN, IGOR RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/12