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 10/24/12 EST. NO.36 TIME 02:05 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 0547 321.00 E.W. @ F.A.(+) 072512 N T_2652 0548 275.28 080612 N T_2653 0549 172.05 072612 N T_2654 0550 228.08 080712 N T_2655 0551 283.06 080812 N T_2656 0552 322.85 080912 N T_2657 0553 302.95 081012 N T_2658 0554 283.06 081312 N T_2659 0555 283.06 081512 N T_2660 0556 243.29 080112 N T_2661 0557 182.47 073012 N T_2662 0558 212.88 081412 N T_2663 0559 322.84 081612 N T_2664 0561 302.95 081712 N T_2718 0562 489.51 081812 N T_2719 0563 322.84 082012 N T_2720 0564 302.95 082112 N T_2721 0565 197.67 082212 N T_2722 0566 275.28 082312 N T_2723 0567 298.15 082412 N T_2724 0568 212.88 082812 N T_2725 0569 322.84 082912 N T_2726 0570 283.06 083012 N T_2727 0571 302.95 083112 N T_2728 0579 302.95 091112 N T_2736 0580 322.84 091212 N T_2737 0581 302.95 091412 N T_2738 002 0031 1,050.00 E.W. @ F.A.(+) 062512 N T_2643 0032 3,875.00 030912 N T_2644 003 0025-1 -540.63 E.W. @ F.A.(+) 033111 N T_1095 DAO CORRECTING ENTRY 0054 300.00 073012 N T_2645 0055 3,273.87 071112 N T_2646 0056 300.00 053112 N T_2647 0057 300.00 103111 N T_2648 0058 3,302.22 032612 N T_2649 0059 300.00 022712 N T_2650 043 0004 55,930.00 A.C. @ L.S.(+) 101812 N CC43.2 0004-1 -55,930.00 101812 N CC43.2 DAO CORRECTING ENTRY 0004-2 55,930.00 101812 Y CC43.2 DAO CORRECTING ENTRY 051 0002 1,478.71 A.C. @ F.A.(+) 061512 Y T_2715 0003 872.23 072812 Y T_2716 072 0010 7,654.65 A.C. @ L.S.(+) 101812 Y CC72.5 079 0009 1,335.20 E.W. @ F.A.(+) 091012 Y R398.0 087 0003 6,279.50 E.W. @ L.S.(+) 101712 N CC87.3 116 0003 832,529.04 A.C. @ L.S.(+) 100112 N 116S20 0003-1 -832,529.04 100112 N 116S20 DAO CORRECTING ENTRY 0003-2 832,529.04 100112 Y 116S20 DAO CORRECTING ENTRY 127 0002-1-1,326,315.00 A.C. @ U.P.(+) 032912 N 127A 0 DAO CORRECTING ENTRY 0002-2 1,326,315.00 032912 Y 127A 0 DAO CORRECTING ENTRY 0003-1 -145,290.00 061412 N C127.2 DAO CORRECTING ENTRY 0003-2 145,290.00 061412 Y C127.2 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/24/12 EST. NO.36 TIME 02:05 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 --------------------------------------------------------------------------- 0004-1 -68,730.00 062112 N T_2507 DAO CORRECTING ENTRY 0004-2 68,730.00 062112 Y T_2507 DAO CORRECTING ENTRY 142 0010 3,233.41 A.C. @ F.A.(+) 022112 Y T-2390 0011 325.25 012412 Y T-2388 144 0018 6,351.70 E.W. @ F.A.(+) 090712 Y R389.0 0019 5,079.23 091012 Y R396.0 0021 2,343.09 091012 Y R399.0 0022 3,431.71 091212 Y R400.0 0023 2,420.32 091312 Y R401.0 0024 2,420.32 091412 Y R402.0 0025 3,731.07 091512 Y R403.0 0027 3,470.54 091912 Y R405.0 0028 3,467.92 091812 Y R406.0 0029 3,467.92 091712 Y R407.0 0030 2,459.02 092112 Y R408.0 0031 3,348.21 092412 Y R414.0 0032 792.58 092512 Y R415.0 0033 1,936.98 092512 Y R416.0 0034 3,949.77 092612 Y R417.0 178 0001 110,000.00 A.C. @ L.S.(+) 101812 N CC178 1 0001-1 -110,000.00 101812 N CC178 DAO CORRECTING ENTRY 1 0001-2 110,000.00 101812 Y CC178 DAO CORRECTING ENTRY 1 183 0001 15,109.72 E.W. @ L.S.(+) 101212 N CC183 1 1,103,251.24 TOTAL THIS ESTIMATE 0 30,461,144.91 TOTAL PREVIOUS ESTIMATE 0 31,564,396.15 TOTAL TO DATE 1 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 0 DATE 10/24/12 EST. NO.36 TIME 02:05 PM 0 R.E. NAME: TSIGELMAN, IGOR 04-294914 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 LATE PICKUP JUNE2-10 -24,000.00 06 JUNE 2010 ESTIMATE 24,000.00 07 AUG SCHEDULE UPDATE -3,295,220.00 10 AUG SCHEDULE UPDATE 3,295,220.00 11 CEM TRUCKING OCT&NOV -20,000.00 26 RESTAKING & CHARGES -1,360.00 26 CEM FOR 2404 DEC -10,000.00 27 CEM FORM 2404 JAN -10,000.00 28 NSDCP NON-COMPLIANCE -100,000.00 28 SWPPP-NS2CP -100,000.00 29 CEM 2404 EST 26 20,000.00 30 CEM 2404 FEB & MARCH -20,000.00 30 CEM2404 APRIL -10,000.00 31 CEM2404 EST 27,28,30 30,000.00 31 CEM 2404 MARCH EST30 10,000.00 32 CEM 2404 MAY REPORT -10,000.00 32 TUTOR NSDCP EST28 100,000.00 32 CEM 2404 EST 31 10,000.00 33 CEM 2404 EST 32 10,000.00 33 CUT STATE INSPCT 242 -5,000.00 34 EEO REPORTS -5,000.00 34 CEM JULY TRUCKING -10,000.00 35 EEO REPORTS EST 34 5,000.00 35 CEM JULY EST35 10,000.00 36 10,000.00 -106,360.00 0 LABOR COMPLIANCE VIOLATION 0 MISSING CEM-2404 -10,000.00 09 DRILL TECH PAYROLL -10,000.00 13 MISSING TRUCKING RPT -10,000.00 15 DRILL TECH EST 13 10,000.00 16 CEM FORM 2404 -20,000.00 18 JACO FORM 2404 -40,000.00 18 RETURNDEDUCTEST 9&15 20,000.00 18 CEM EST 18 20,000.00 19 JACO EST 18 40,000.00 19 SL 1007 UDBE REPTS -10,000.00 19 BRANDT WELDING -1,000.00 22 CEM TRUCKING JULY -10,000.00 23 CEM TRUCKING AUG -10,000.00 23 PAYROLL CT LTR 1169 -10,000.00 23 BRANDT WELDING EST22 1,000.00 24 CEM JULY EST 23 10,000.00 24 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 1 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 0 DATE 10/24/12 EST. NO.36 TIME 02:05 PM 0 R.E. NAME: TSIGELMAN, IGOR 04-294914 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 -106,360.00 1PROGRAM CAS145 PAGE DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 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 $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 72,000.0000 72,000.00 0.018 1,296.00 0.776 55,87 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,750.00 1.000 250.00 10.000 2,50 003 TIME-RELATED OVERHEAD LS 19,000,000.0000 19,000,000.00 0.022 418,000.00 0.747 14,193,00 004 TEMPORARY WILDLIFE EXCLUSION FENCE M 83.0000 141,100.00 1,027.500 85,28 005 TEMPORARY FENCE (TYPE ESA) M 11.5000 41,400.00 1,694.560 19,48 006 TEMPORARY ENGINEER TRAILER LS 366,000.0000 366,000.00 0.000 007 TEMPORARY MAINTENANCE TRAILER LS 306,000.0000 306,000.00 0.481 147,18 008 CONSTRUCTION SITE MANAGEMENT LS 528,000.0000 528,000.00 0.026 13,728.00 0.897 473,61 009 TEMPORARY STORM WATER RUN-ON BYPASS AND LS 1,025,000.0000 1,025,000.00 0.008 8,200.00 0.923 946,07 EXCAVATION DEWATERING 010 HEALTH AND SAFETY PLAN LS 5,600.0000 5,600.00 0.900 5,04 011 PREPARE STORM WATER POLLUTION LS 19,400.0000 19,400.00 0.009 174.60 0.779 15,11 PREVENTION PLAN 012 TEMPORARY FIBER ROLL M 10.0000 14,000.00 4,373.700 43,73 013 TEMPORARY SILT FENCE M 13.0000 70,200.00 1,157.000 15,04 014 TEMPORARY GRAVEL BAG BERM M 28.0000 21,840.00 630.500 17,65 015 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 17,600.00 6.000 26,40 016 TEMPORARY COVER M2 4.0000 28,000.00 10,181.000 40,72 017 TEMPORARY CHECK DAM M 64.0000 7,680.00 63.000 4,03 018 MOVE-IN/MOVE-OUT EA 1,000.0000 10,000.00 9.000 9,00 (TEMPORARY EROSION CONTROL) 019 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 13,600.00 39.000 15,60 020 TEMPORARY HYDRAULIC MULCH M2 1.0000 7,000.00 22,963.860 22,96 (BONDED FIBER MATRIX) 021 STREET SWEEPING LS 253,000.0000 253,000.00 0.027 6,831.00 0.911 230,48 022 TEMPORARY CONCRETE WASHOUT BIN EA 840.0000 74,760.00 39.000 32,76 1PROGRAM CAS145 PAGE DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 023 CONSTRUCTION AREA SIGNS LS 104,000.0000 104,000.00 0.642 66,76 024 TRAFFIC CONTROL SYSTEM LS 421,000.0000 421,000.00 0.022 9,262.00 0.738 310,69 025 TEMPORARY PAVEMENT MARKING (PAINT) M2 45.0000 8,550.00 0.000 026 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 15,250.00 0.000 027 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,100.00 19.000 66 028 TEMPORARY PAVEMENT MARKER EA 4.0000 4,840.00 289.000 1,15 029 PORTABLE CHANGEABLE MESSAGE SIGN EA 47,000.0000 235,000.00 0.070 3,290.00 4.240 199,28 030 TEMPORARY RAILING (TYPE K) M 98.0000 661,990.00 1,878.550 184,09 031 TEMPORARY RAILING (CROSS TUNNEL PASSAGE) M 129.0000 11,610.00 60.000 7,74 032 TEMPORARY CRASH CUSHION MODULE EA 458.0000 91,600.00 39.000 17,86 033 TEMPORARY TRAFFIC SCREEN M 22.0000 146,740.00 1,432.190 31,50 034 ABANDON CULVERT M 30.0000 27,900.00 170.500 5,11 035 ABANDON INLET EA 1,200.0000 6,000.00 1.000 1,20 036 REMOVE CHAIN LINK FENCE M 15.0000 6,900.00 511.800 7,67 037 REMOVE SLIDE HEADGATE EA 1,700.0000 3,400.00 2.000 3,400.00 2.000 3,40 038 REMOVE METAL BEAM GUARD RAILING M 20.0000 4,200.00 23.000 460.00 38.300 76 039 REMOVE THRIE BEAM BARRIER M 30.0000 16,500.00 0.000 040 REMOVE DOUBLE THRIE BEAM BARRIER M 40.0000 26,800.00 0.000 041 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 10,500.00 813.830 4,06 STRIPE 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 24,300.00 1,475.780 4,42 043 REMOVE PAVEMENT MARKER EA 1.0000 2,100.00 155.000 15 044 REMOVE ROADSIDE SIGN EA 220.0000 1,980.00 0.000 045 REMOVE SIGN STRUCTURE EA 9,000.0000 27,000.00 0.000 046 REMOVE MICROWAVE TOWER LS 5,300.0000 5,300.00 1.000 5,30 047 REMOVE ASPHALT CONCRETE DIKE M 21.0000 19,530.00 0.000 048 REMOVE CULVERT M 67.0000 16,080.00 6.000 40 049 REMOVE INLET EA 1,340.0000 28,140.00 6.000 8,04 1PROGRAM CAS145 PAGE DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 050 REMOVE HEADWALL EA 1,500.0000 1,500.00 1.000 1,50 051 REMOVE RETAINING WALL M 142.0000 4,260.00 30.000 4,26 052 REMOVE BASE AND SURFACING M3 65.0000 11,700.00 0.000 053 RELOCATE GATE EA 1,500.0000 3,000.00 1.000 1,50 054 RELOCATE CRASH CUSHION EA 3,500.0000 3,500.00 0.000 055 RELOCATE ROADSIDE SIGN EA 450.0000 3,150.00 0.000 056 REMOVE AND RELOCATE EXISTING WATER MAIN LS 407,000.0000 407,000.00 0.950 386,65 057 MODIFY INLET TO MANHOLE EA 2,300.0000 9,200.00 0.000 058 REMODEL INLET EA 1,000.0000 5,000.00 0.000 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.5000 58,500.00 0.000 060 REMOVE CONCRETE CURB M 36.5000 98,550.00 956.380 34,90 061 REMOVE CONCRETE (CHANNEL) M3 340.0000 5,780.00 17.000 5,78 062 REMOVE CONCRETE BARRIER M 243.0000 65,610.00 0.000 063 REMOVE CONCRETE ISLAND (PORTIONS) M3 89.0000 61,410.00 6.770 60 064 REMOVE TEMPORARY SOUND WALL LS 177,000.0000 177,000.00 0.000 065 CAP INLET EA 1,500.0000 7,500.00 3.000 4,50 066 CAP MANHOLE EA 2,900.0000 2,900.00 0.000 067 REMOVE CRASH CUSHION EA 1,700.0000 3,400.00 0.000 068 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,00 069 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,00 070 ROADWAY EXCAVATION M3 38.0000 855,000.00 17,701.405 672,65 071 ROADWAY EXCAVATION (TYPE Z-2) M3 181.0000 452,500.00 36.700 6,64 (ADL AND NATURALLY OCCURRING METALS) 072 ROADWAY EXCAVATION (TYPE Z-3) M3 185.0000 72,150.00 0.000 (ADL AND NATURALLY OCCURRING METALS) 073 SURFACE SOIL MANAGEMENT PLAN LS 50,000.0000 50,000.00 1.000 50,00 074 STRUCTURE EXCAVATION (TYPE D) M3 72.0000 17,568.00 244.000 17,56 (F) 075 STRUCTURE EXCAVATION (RETAINING WALL) M3 120.0000 7,680.00 64.000 7,68 (F) 076 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 21.0000 22,470.00 1,070.000 22,47 (F) 1PROGRAM CAS145 PAGE DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 077 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 26.0000 42,380.00 1,630.000 42,38 (F) 078 STRUCTURE EXCAVATION (SECANT PILE WALL) M3 26.0000 13,338.00 513.000 13,33 (F) 079 STRUCTURE EXCAVATION (PORTAL NO. 1) M3 22.0000 94,160.00 4,280.000 94,16 (F) 080 STRUCTURE EXCAVATION (PORTAL NO. 2) M3 20.0000 94,800.00 4,740.000 94,80 (F) 081 STRUCTURE BACKFILL (SLURRY CEMENT) M3 135.0000 56,700.00 0.000 082 STRUCTURE BACKFILL (RETAINING WALL) M3 94.0000 4,136.00 30.000 2,82 (F) 083 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 320.0000 3,200.00 8.000 2,56 (F) 084 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 110.0000 12,430.00 67.000 7,37 (F) 085 STRUCTURE BACKFILL (PORTAL FOUNDATION) M3 760.0000 18,240.00 0.000 (F) 086 SAND BACKFILL M3 440.0000 70,400.00 27.090 11,91 087 CONCRETE BACKFILL FAST SETTING M3 230.0000 15,640.00 0.000 088 LEAN CONCRETE BACKFILL M3 140.0000 32,620.00 233.000 32,62 (F) 089 SOIL NAIL ASSEMBLY (RW-1E) M 126.0000 531,720.00 3,008.930 379,12 090 SOIL NAIL ASSEMBLY (RW-4E, 6E) M 126.0000 331,506.00 2,155.600 271,60 091 SOIL NAIL ASSEMBLY (RW-7E) M 126.0000 17,136.00 142.900 18,00 092 SOIL NAIL ASSEMBLY (RW-8W) M 126.0000 33,264.00 281.600 35,48 093 GROUTED ANCHOR ASSEMBLY (RW-5W, 5E) M 101.0000 421,776.00 3,168.000 319,96 094 RETAINING WALL MONITORING LS 25,000.0000 25,000.00 0.760 19,00 095 HIGHWAY PLANTING LS 142,000.0000 142,000.00 0.870 123,54 096 EROSION CONTROL (TYPE D) HA 6,500.0000 39,650.00 1.978 12,85 097 EROSION CONTROL (NETTING) M2 5.0000 66,650.00 5,701.120 28,50 098 FIBER ROLLS M 9.0000 20,790.00 305.000 2,74 099 COMPOST, INCORPORATE M2 9.0000 5,490.00 610.000 5,49 100 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 10,000.00 2.000 2,00 101 PLANT (GROUP M) EA 5.0000 4,500.00 892.000 4,46 102 SEEDING M2 8.0000 4,880.00 610.000 4,88 103 PLANT ESTABLISHMENT WORK LS 1,000.0000 1,000.00 0.486 48 1PROGRAM CAS145 PAGE DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 104 IRRIGATION SYSTEM LS 9,000.0000 9,000.00 0.900 8,10 105 IRRIGATION SLEEVE M 250.0000 3,000.00 12.000 3,00 106 200 MM WELDED STEEL PIPE CONDUIT M 210.0000 81,900.00 122.370 25,69 (6.35 MM THICK) 107 CLASS 4 AGGREGATE SUBBASE M3 85.0000 305,150.00 364.590 30,99 108 CLASS 3 AGGREGATE BASE M3 76.0000 98,800.00 485.230 36,87 109 CEMENT TREATED BASE M3 480.0000 139,200.00 0.000 (PLANT-MIXED, CLASS A) 110 LEAN CONCRETE BASE M3 225.0000 607,500.00 0.000 111 LEAN CONCRETE BASE (RAPID SETTING) M3 260.0000 104,000.00 0.000 112 HOT MIX ASPHALT TONN 130.0000 742,300.00 1,455.560 189,22 113 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 9.0000 540.00 48.800 43 114 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 9.0000 6,210.00 53.000 47 115 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 9.0000 2,970.00 324.900 2,92 116 TACK COAT TONN 1,000.0000 24,000.00 1.207 1,20 117 CONCRETE PAVEMENT M3 380.0000 1,919,000.00 0.000 118 CONSTRUCT CONCRETE PAVEMENT M3 1,000.0000 750,000.00 0.000 (RAPID STRENGTH CONCRETE) 119 REPLACE CONCRETE PAVEMENT M3 1,000.0000 13,000.00 0.000 (RAPID STRENGTH CONCRETE) 120 REPAIR SPALLED JOINTS M2 1,000.0000 70,000.00 0.000 121 GROOVE EXISTING CONCRETE PAVEMENT M2 5.0000 82,000.00 0.000 122 GRIND EXISTING CONCRETE M2 20.0000 38,000.00 0.000 PAVEMENT 123 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,270.0000 3,144,520.00 2,477.422 3,146,32 SECANT PILING 124 STEEL SOLDIER PILE M 700.0000 551,600.00 784.650 549,25 (HP 310 X 79) (SOUND WALL) 125 STEEL SOLDIER PILE M 760.0000 329,080.00 428.260 325,47 (HP 310 X 93) (SOUND WALL) 126 STEEL SOLDIER PILE M 900.0000 220,500.00 242.940 218,64 (HP 360 X 108) (SOUND WALL) 127 STEEL SOLDIER PILE M 900.0000 194,400.00 215.290 193,76 (HP 360 X 132) (SOUND WALL) 128 STEEL SOLDIER PILE M 2,200.0000 233,200.00 105.600 232,32 (2-MC 460 X 86) (WITH PLATES) 129 STEEL SOLDIER PILE (2-MC 460 X 86) M 980.0000 406,700.00 414.645 406,35 130 STEEL SOLDIER PILE (W 360 X 179) M 880.0000 356,400.00 405.000 356,40 1PROGRAM CAS145 PAGE DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 131 STEEL SOLDIER PILE (W 360 X 216) M 1,060.0000 79,500.00 75.000 79,50 132 STEEL SOLDIER PILE (W 360 X 314) M 1,520.0000 252,320.00 166.000 252,32 133 STEEL SOLDIER PILE (W 530 X 248) M 800.0000 72,000.00 89.400 71,52 134 600 MM DRILLED HOLE M 368.0000 159,344.00 435.890 160,40 135 750 MM DRILLED HOLE M 476.0000 546,924.00 1,147.295 546,11 136 830 DRILLED HOLE M 720.0000 141,120.00 195.000 140,40 137 900 MM DRILLED HOLE M 800.0000 144,800.00 181.000 144,80 138 TIEBACK ANCHOR EA 5,020.0000 773,080.00 153.000 768,06 139 STRUCTURAL CONCRETE, RETAINING WALL M3 1,074.0000 1,392,978.00 90.710 97,422.54 571.460 613,74 (F) 140 STRUCTURAL CONCRETE, PORTAL FOOTING M3 380.0000 84,360.00 222.000 84,36 (F) 141 STRUCTURAL CONCRETE, PORTAL M3 697.0000 836,400.00 56.220 39,185.34 586.020 408,45 (F) 142 CLASS 2 CONCRETE (BACKFILL) M3 169.0000 310,115.00 465.000 78,585.00 930.000 157,17 (F) 143 CLASS 1 CONCRETE (BACKFILL) M3 182.0000 111,748.00 614.000 111,74 (F) 144 MINOR CONCRETE (MINOR STRUCTURE) M3 2,470.0000 414,960.00 1.380 3,408.60 41.620 102,80 (F) 145 MINOR CONCRETE (BACKFILL) M3 176.0000 112,640.00 7.400 1,30 146 FRACTURED RIB TEXTURE M2 890.0000 33,820.00 0.000 (F) 147 ARCHITECTURAL TREATMENT FACADE M2 173.0000 420,563.00 252.220 43,63 (F) 148 SOUND WALL (MASONRY BLOCK) M2 264.0000 92,400.00 0.000 149 JOINT SEAL (TYPE AL) M 125.0000 263,000.00 0.000 150 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 257,418.00 11,307.490 23,745.73 109,501.790 229,95 (F) 151 BAR REINFORCING STEEL (EPOXY COATED) KG 2.1000 11,424.00 5,440.000 11,42 (F) 152 BAR REINFORCING STEEL (PORTAL) KG 1.8300 318,420.00 111,392.000 203,84 (F) 153 BAR REINFORCING STEEL (PILE) KG 1.4600 154,030.00 105,500.000 154,03 (F) 154 SHOTCRETE M3 800.0000 515,200.00 644.000 515,20 (F) 155 PORTAL WATERPROOFING M2 70.0000 98,000.00 316.000 22,120.00 1,016.000 71,12 (F) 156 RETAINING WALL WATERPROOFING M2 70.0000 10,500.00 46.000 3,220.00 85.000 5,95 (F) 157 CLEAN AND PAINT MICROWAVE TOWER KG 20.0000 22,400.00 0.000 STRUCTURE 1PROGRAM CAS145 PAGE DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 158 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 149,100.00 0.000 (F) 159 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 29,820.00 0.000 (F) 160 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 16,500.00 0.000 161 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 3,840.00 0.000 (2.0 MM-UNFRAMED) 162 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 600.00 0.000 (1.6 MM-FRAMED) 163 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 1,500.00 0.000 (2.0 MM-FRAMED) 164 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 12,600.00 4.500 12,60 PILE (MICROWAVE TOWER FOUNDATION) 165 1524 MM CAST-IN-DRILLED-HOLE M 2,860.0000 77,220.00 0.000 CONCRETE PILE (SIGN FOUNDATION) 166 ROADSIDE SIGN - ONE POST EA 350.0000 4,550.00 0.000 167 ROADSIDE SIGN - TWO POST EA 750.0000 3,750.00 0.000 168 INSTALL SIGN PANEL ON EXISTING FRAME M2 800.0000 88,000.00 0.000 169 TIMBER LAGGING M3 2,000.0000 266,200.00 133.100 266,20 (F) 170 TIMBER WITH SOUNDPROOFING M2 400.0000 1,428,800.00 3,487.690 1,395,07 171 CLEAN AND PAINT STEEL SOLDIER PILING LS 54,000.0000 54,000.00 0.670 36,18 172 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 13,750.00 39.946 9,98 173 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 300.0000 420,000.00 5.500 1,650.00 143.900 43,17 174 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 256.0000 56,320.00 188.000 48,12 175 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 316.0000 94,800.00 0.000 176 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 432.0000 86,400.00 0.000 177 600 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 416.0000 137,280.00 36.100 15,01 178 750 MM ALTERNATIVE PIPE CULVERT M 400.0000 68,000.00 0.000 179 TUNNEL AND PORTAL DRAINAGE M 617.0000 625,021.00 0.000 (REINFORCED CONCRETE PIPE EDGE DRAIN) 180 DRAINAGE INLET (PORTAL AND TUNNEL) EA 2,500.0000 45,000.00 0.000 181 300 MM BITUMINOUS COATED CORRUGATED M 258.0000 10,320.00 21.000 5,41 STEEL PIPE (1.63 MM THICK) 182 250 MM PLASTIC PIPE UNDERDRAIN M 140.0000 3,360.00 0.000 (PORTAL) 183 150 MM PLASTIC PIPE UNDERDRAIN M 91.0000 12,831.00 56.000 5,09 (PORTAL) 184 GEOCOMPOSITE DRAIN M2 28.0000 11,368.00 406.000 11,36 1PROGRAM CAS145 PAGE DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 185 FURNISH AND INSTALL DRAIN PIPE M 20.0000 9,100.00 0.000 (HORIZONTAL DRAIN) 186 DRILL HOLE (HORIZONTAL DRAIN) M 100.0000 45,500.00 50.000 5,000.00 50.000 5,00 187 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 81.0000 413,100.00 542.355 43,93 188 200 MM ALTERNATIVE PIPE UNDERDRAIN M 124.0000 116,560.00 354.500 43,95 189 900 MM BITUMINOUS COATED CORRUGATED M 520.0000 3,120.00 1.420 73 STEEL PIPE INLET (2.77 MM THICK) 190 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 620.0000 12,400.00 14.200 8,80 191 450 MM ALTERNATIVE FLARED END SECTION EA 800.0000 1,600.00 0.000 192 450 MM SLIDE HEADGATE EA 5,000.0000 10,000.00 0.000 193 ROCK SLOPE PROTECTION M3 730.0000 3,650.00 4.500 3,28 (FACING, METHOD B) 194 CONCRETE (DITCH LINING) M3 1,200.0000 4,800.00 3.500 4,20 195 ROCK SLOPE PROTECTION FABRIC M2 24.0000 240.00 17.340 41 196 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 216,000.00 83.420 66,73 CONSTRUCTION) 197 MINOR CONCRETE (CURB AND SIDEWALK) M3 600.0000 774,000.00 0.000 198 MINOR CONCRETE (GUTTER) M3 600.0000 24,300.00 2.800 1,68 (F) 199 MINOR CONCRETE M3 215.0000 285,950.00 0.000 (CONDUIT AND FIRE WATER PIPE ENCASEMENT) 200 MISCELLANEOUS IRON AND STEEL KG 5.0000 82,000.00 296.000 1,480.00 3,256.000 16,28 (F) 201 CHAIN LINK FENCE (TYPE CL-1.2, M 90.0000 6,300.00 0.000 VINYL-CLAD) 202 CHAIN LINK FENCE (TYPE CL-1.8) M 70.0000 32,200.00 361.200 25,28 203 ANCHORED WIRE MESH SYSTEM M2 150.0000 166,500.00 0.000 204 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 205 GUARD RAILING DELINEATOR EA 20.0000 1,080.00 22.000 44 206 OBJECT MARKER EA 50.0000 500.00 1.000 5 207 CONCRETE BARRIER MARKER EA 50.0000 7,500.00 0.000 208 METAL BEAM GUARD RAILING (STEEL POST) M 120.0000 57,600.00 316.230 37,94 209 WEED CONTROL MAT (RUBBER) M2 75.0000 64,500.00 399.500 29,96 210 CABLE RAILING M 65.0000 36,335.00 53.000 3,44 (F) 211 TRANSITION RAILING (TYPE WB) EA 3,500.0000 17,500.00 0.000 1PROGRAM CAS145 PAGE DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 212 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 8,000.00 1.000 1,00 213 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 32,500.00 1.000 2,50 214 CRASH CUSHION (REACT 9CBB) EA 51,000.0000 51,000.00 0.000 215 CRASH CUSHION (REACT 9SCBS) EA 53,000.0000 53,000.00 0.000 216 CONCRETE BARRIER (TYPE 60) M 214.0000 149,800.00 0.000 217 CONCRETE BARRIER (TYPE 60A) M 220.0000 19,800.00 0.000 218 CONCRETE BARRIER (TYPE 60C) M 500.0000 375,000.00 0.000 219 CONCRETE BARRIER (TYPE 60D) M 200.0000 54,000.00 0.000 220 CONCRETE BARRIER (TYPE 60E) M 665.0000 146,300.00 0.000 221 CONCRETE BARRIER (TYPE 732A) M 450.0000 7,650.00 0.000 (F) 222 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 24,750.00 0.000 223 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 14,880.00 0.000 224 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,500.00 0.000 225 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 360.00 0.000 (BROKEN 3.66 M - 0.92 M) 226 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,000.00 0.000 (BROKEN 10.98 M - 3.66 M) 227 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 160.00 0.000 (BROKEN 5.18 M - 2.14 M) 228 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,600.00 0.000 229 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,800.00 0.000 230 HIGHWAY LIGHTING LS 300,000.0000 300,000.00 0.688 206,40 231 TRAFFIC OPERATION SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 0.759 113,85 232 TRAFFIC OPERATION SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.913 91,30 233 TRAFFIC OPERATION SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.413 20,65 234 TRAFFIC OPERATION SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.595 29,75 235 TRAFFIC OPERATION SYSTEM (LOCATION 5) LS 50,000.0000 50,000.00 0.878 43,90 236 TRAFFIC OPERATION SYSTEM (LOCATION 6) LS 200,000.0000 200,000.00 0.800 160,00 237 EXTINGUISHABLE MESSAGE SIGN RADIO LS 20,000.0000 20,000.00 0.000 CONTROL ASSEMBLY 238 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) LS 30,000.0000 30,000.00 0.000 1PROGRAM CAS145 PAGE 1 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 239 HIGHWAY ADVISORY RADIO SYSTEM LS 40,000.0000 40,000.00 0.000 240 GENERAL PACKET RADIO SYSTEM WIRELESS EA 5,000.0000 15,000.00 0.000 MODEM ASSEMBLY 241 ADJUST PULL BOX EA 2,000.0000 4,000.00 0.000 242 BUILDING WORK (OMC) LS 1,900,000.0000 1,900,000.00 0.002 3,800.00 0.732 1,390,80 243 BUILDING WORK (SUBSTATION, PORTAL NO. 1) LS 750,000.0000 750,000.00 0.126 94,50 244 BUILDING WORK (SUBSTATION, PORTAL NO. 2) LS 750,000.0000 750,000.00 0.090 67,50 245 BREAKTHROUGHTS AT RETAINING WALLS 5W AND LS 4,000,000.0000 4,000,000.00 1.000 4,000,00 5E 246 TUNNEL EXCAVATION AND SUPPORT - M 30,200.0000 2,718,000.00 90.330 2,727,96 TOP HEADING - (CATEGORY IA) 247 TUNNEL EXCAVATION AND SUPPORT - M 35,100.0000 6,282,900.00 216.680 7,605,46 TOP HEADING - (CATEGORY IB) 248 TUNNEL EXCAVATION AND SUPPORT - M 39,300.0000 1,375,500.00 379.610 14,918,67 TOP HEADING - (CATEGORY II A) 249 TUNNEL EXCAVATION AND SUPPORT - M 48,000.0000 18,096,000.00 188.420 9,044,16 TOP HEADING - (CATEGORY II B) 250 TUNNEL EXCAVATION AND SUPPORT - M 57,000.0000 12,483,000.00 60.380 3,441,66 TOP HEADING - (CATEGORY III A) 251 TUNNEL EXCAVATION AND SUPPORT - M 62,000.0000 2,356,000.00 0.000 TOP HEADING - (CATEGORY III B) 252 TUNNEL EXCAVATION AND SUPPORT - M 78,100.0000 4,061,200.00 54.590 4,263,47 TOP HEADING - (CATEGORY IV) 253 TUNNEL EXCAVATION AND SUPPORT - M 12,960.0000 1,166,400.00 90.330 1,170,67 BENCH - (CATEGORY IA) 254 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 13,500.0000 2,416,500.00 216.680 2,925,18 (CATEGORY IB) 255 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 14,000.0000 490,000.00 379.610 5,314,54 (CATEGORY II A) 256 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 16,930.0000 6,382,610.00 188.420 3,189,95 (CATEGORY II B) 257 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 19,870.0000 4,351,530.00 60.380 1,199,75 (CATEGORY III A) 258 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 20,890.0000 793,820.00 0.000 (CATEGORY III B) 259 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 42,100.0000 2,189,200.00 54.590 2,298,23 (CATEGORY IV) 260 PHOTO SURVEY OF EXISTING STRUCTURES LS 269,000.0000 269,000.00 0.500 134,50 261 TUNNEL MONITORING LS 535,700.0000 535,700.00 1.000 535,70 262 CONTAMINATED EXCAVATED MATERIAL M3 45.0000 1,665,000.00 7,288.700 327,99 263 INITIAL LINING FIBER REINFORCED M3 2,894.0000 335,704.00 193.700 560,56 SHOTCRETE (ADDITIONAL SUPPORT) 264 DRILL AND GROUT ROCK DOWEL (2 M LONG) EA 456.0000 19,152.00 0.000 (ADDITIONAL SUPPORT) 265 DRILL AND GROUT ROCK DOWEL (4 M LONG) EA 744.0000 267,096.00 450.000 334,80 (ADDITIONAL SUPPORT) 1PROGRAM CAS145 PAGE 1 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 266 DRILL AND GROUT ROCK DOWEL (6 M LONG) EA 889.0000 88,900.00 113.000 100,45 (ADDITIONAL SUPPORT) 267 SELF DRILL AND GROUT ROCK DOWEL EA 538.0000 13,988.00 0.000 (2 M LONG) (ADDITIONAL SUPPORT) 268 SELF DRILL AND GROUT ROCK DOWEL EA 682.0000 27,280.00 0.000 (2.5 M LONG) (ADDITIONAL SUPPORT) 269 SELF DRILL AND GROUT ROCK DOWEL EA 746.0000 146,216.00 40.000 29,84 (4 M LONG) (ADDITIONAL SUPPORT) 270 SELF DRILL AND GROUT ROCK DOWEL EA 965.0000 29,915.00 0.000 (6 M LONG) (ADDITIONAL SUPPORT) 271 DRILL AND GROUT SPILES (3 M LONG) EA 482.0000 26,510.00 0.000 (ADDITIONAL SUPPORT) 272 DRILL AND GROUT SPILES (4 M LONG) EA 531.0000 450,819.00 4,491.000 2,384,72 (ADDITIONAL SUPPORT) 273 SELF DRILL GROUT SPILES (3 M LONG) EA 648.0000 35,640.00 0.000 (ADDITIONAL SUPPORT) 274 SELF DRILL GROUT SPILES (4 M LONG) EA 878.0000 610,210.00 210.000 184,38 (ADDITIONAL SUPPORT) 275 LATTICE GIRDERS (ADDITIONAL SUPPORT) EA 3,171.0000 47,565.00 28.000 88,78 276 FIBERGLASS FACE DOWELS (6 M LONG) EA 430.0000 89,440.00 28.000 12,04 (ADDITIONAL SUPPORT) 277 FIBERGLASS FACE DOWELS (12 M LONG) EA 840.0000 55,440.00 61.000 51,24 (ADDITIONAL SUPPORT) 278 FACE SEALING FIBER REINFORCED SHOTCRETE M3 2,555.0000 189,070.00 554.000 1,415,47 (ADDITIONAL SUPPORT) 279 INVERT FIBER REINFORCED SHOTCRETE M 18,859.0000 301,744.00 5.650 106,55 (TUNNEL) (ADDITIONAL SUPPORT) 280 INVERT FIBER REINFORCED SHOTCRETE M 5,890.0000 300,390.00 0.000 (CROSS PASSAGE) (ADDITIONAL SUPPORT) 281 PROBE HOLES (ADDITIONAL SUPPORT) M 185.0000 123,580.00 2.590 47 282 DRAIN HOLES (ADDITIONAL SUPPORT) M 444.0000 87,912.00 356.000 158,06 283 CROSS PASSAGE EXCAVATION AND INITIAL M 12,556.0000 941,700.00 114.950 1,443,31 SUPPORT - (CATEGORY I) 284 CROSS PASSAGE EXCAVATION AND INITIAL M 15,375.0000 2,413,875.00 146.600 2,253,97 SUPPORT - (CATEGORY II) 285 CROSS PASSAGE EXCAVATION AND INITIAL M 40,321.0000 1,572,519.00 0.000 SUPPORT - (CATEGORY III) 286 BORE NO. 3 BREAKTHROUGHS LS 247,000.0000 247,000.00 1.000 247,00 287 TUNNEL FINAL LINING (TYPE A) M 26,558.0000 18,988,970.00 1.500 39,837.00 541.024 14,368,51 288 TUNNEL FINAL LINING (TYPE B) M 26,919.0000 1,965,087.00 0.000 289 TUNNEL FINAL LINING (TYPE C1) M 31,497.0000 2,960,718.00 59.400 1,870,92 290 TUNNEL FINAL LINING (TYPE C2) M 31,534.0000 3,437,206.00 201.091 6,341,203.59 362.635 11,435,33 291 SHOTCRETE FINAL LINING M 4,501.0000 1,143,254.00 50.400 226,850.40 50.400 226,85 292 STRUCTURAL CONCRETE (CROSS PASSAGES) M3 950.0000 441,750.00 103.910 98,714.50 133.440 126,76 1PROGRAM CAS145 PAGE 1 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 293 CONCRETE BARRIER (CROSS PASSAGES) M 1,620.0000 34,020.00 10.500 17,010.00 10.500 17,01 294 TUNNEL ARCHITECTURAL WORK LS 1,800,000.0000 1,800,000.00 0.052 93,60 295 PREPARE AND STAIN CONCRETE M2 21.0000 328,650.00 963.020 20,223.42 1,561.220 32,78 (TUNNEL CROWN) 296 TUNNEL WATERPROOFING M2 93.0000 3,124,800.00 9,096.940 846,015.42 30,415.450 2,828,63 297 GEODRAIN M2 67.0000 112,560.00 73.940 4,953.98 1,753.940 117,51 298 250 MM PLASTIC PIPE UNDERDRAIN (TUNNEL) M 99.0000 196,812.00 277.961 27,518.14 1,892.115 187,31 299 150 MM PLASTIC PIPE UNDERDRAIN (TUNNEL) M 77.0000 102,410.00 847.320 65,243.64 1,210.670 93,22 300 UNDERDRAIN CLEANOUT COVER (TYPE A) EA 1,700.0000 34,000.00 0.000 301 UNDERDRAIN CLEANOUT COVER (TYPE B) EA 2,500.0000 47,500.00 0.000 302 UNDERDRAIN CLEANOUT COVER (TYPE C) EA 2,500.0000 2,500.00 0.000 303 TUNNEL JET FANS ELECTRICAL WORK LS 500,000.0000 500,000.00 0.150 75,000.00 0.580 290,00 304 TUNNEL JET FANS MECHANICAL WORK LS 3,600,000.0000 3,600,000.00 0.025 90,00 305 TUNNEL LIGHTING LS 1,000,000.0000 1,000,000.00 0.629 629,00 306 TUNNEL SCSDA/PLC CONTROL AND MONITORING LS 500,000.0000 500,000.00 0.100 50,000.00 0.500 250,00 SYSTEM 307 FIRE ALARM AND DETECTION SYSTEM (TUNNEL) LS 400,000.0000 400,000.00 0.050 20,000.00 0.530 212,00 308 TRAFFIC OPERATION SYSTEM (TUNNEL) LS 800,000.0000 800,000.00 0.100 80,000.00 0.530 424,00 309 CLOSED CIRCUIT TELEVISION SYSTEM LS 200,000.0000 200,000.00 0.050 10,000.00 0.602 120,40 310 ACCESS CONTROL AND INTRUSION DETECTION LS 200,000.0000 200,000.00 0.100 20,000.00 0.300 60,00 SYSTEM 311 TRAFFIC OPERATIONS SYSTEM COMMUNICATION LS 600,000.0000 600,000.00 0.232 139,20 SYSTEM 312 CROSS PASSAGES MECHANICAL WORK LS 300,000.0000 300,000.00 0.040 12,00 313 TUNNEL UNDERGROUND DUCTS LS 1,000,000.0000 1,000,000.00 0.192 192,00 314 OUTSIDE PORTAL UNDERGROUND DUCTS LS 300,000.0000 300,000.00 0.821 246,30 315 TUNNEL CALL BOX LS 200,000.0000 200,000.00 0.200 40,000.00 0.400 80,00 316 STRONG MOTION DETECTION SYSTEM LS 300,000.0000 300,000.00 0.200 60,00 317 EXISTING SUBSTATION UPGRADE LS 400,000.0000 400,000.00 0.500 200,00 318 RELOCATE EQUIPMENT FROM EXISTING TO NEW LS 75,000.0000 75,000.00 0.000 OMC BUILDING 319 WATER MAINS (PORTAL NO. 1) LS 61,000.0000 61,000.00 0.832 50,75 1PROGRAM CAS145 PAGE 1 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 320 WATER MAINS (PORTAL NO. 2) LS 29,000.0000 29,000.00 0.034 98 321 TUNNEL AND CROSS PASSAGES FIRE LS 400,000.0000 400,000.00 0.200 80,000.00 0.230 92,00 PROTECTION SYSTEM 322 FIRE PUMPS AND CONTROLLER LS 200,000.0000 200,000.00 0.110 22,00 323 SYSTEM COMMISSIONING LS 500,000.0000 500,000.00 0.000 324 TRAFFIC OPERATIONS SYSTEM SOFTWARE LS 50,000.0000 50,000.00 0.100 5,000.00 0.550 27,50 325 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 326 SOUND CONTROL AND MONITORING LS 650,000.0000 650,000.00 0.012 7,800.00 0.942 612,30 327 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 328 REMOVE POP-UP SYSTEM LS 31,000.0000 31,000.00 0.000 329 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 330 ARCHITECTURAL TREATMENT M2 30.0000 3,480.00 116.000 3,48 (TEXTURED SHOTCRETE) 331 PREPARE AND STAIN SHOTCRETE M2 20.0000 2,320.00 116.000 2,32 332 REMOVE POSITIVE BARRIER LS 26,500.0000 26,500.00 0.000 333 ASPHALTIC EMULSION (CURING SEAL) TONN 2,000.0000 6,000.00 0.000 334 SEAL PAVEMENT JOINT M 19.0000 6,840.00 0.000 335 EXCAVATION PLAN AND TEST SECTION LS 10,000,000.0000 10,000,000.00 1.000 10,000,00 1PROGRAM CAS145 PAGE 1 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-29491 TIME 02:05 PM ESTIMATE NO. 3 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 10/20/1 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 10/24/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,819,878.90 152,740,945.0 0 ADJUSTMENT OF COMPENSATION 1,012,023.29 27,628,891.2 0 EXTRA WORK 91,227.95 3,935,504.9 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,923,130.14 184,305,341.1 0336 MOBILIZATION LS 19,589,000.0000 19,589,000.00 1.000 19,589,00 0 ORIGINAL CONTRACT AMOUNT 214,806,175.00 0 TOTAL WORK COMPLETED 9,923,130.14 203,894,341.1 0 MATERIALS ON HAND ON SITE 3,388,244.2 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS 10,000.00 -106,360.0 0 TOTAL 9,933,130.14 207,176,225.4 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 0 11/19/09 1105 01/13/10 01/13/10 04/16/14 1012 0 20 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU JOB HAS TWO PHASES TSIGELMAN, IGOR RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 10/24/12