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 08/22/12 EST. NO.34 TIME 08:20 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 0509 152.06 E.W. @ F.A.(+) 072712 N T_2530 0510 243.29 072612 N T_2531 0511 167.26 072512 N T_2532 0513 267.86 072012 N T_2534 0514 267.86 071912 N T_2535 0515 410.44 071912 N T_2536 0517 321.00 071712 N T_2538 0518 172.05 071612 N T_2539 0519 172.05 071312 N T_2540 0520 366.73 071212 N T_2541 0522 275.28 071012 N T_2543 0524 321.00 070612 N T_2545 0525 228.09 071812 N T_2546 0526 228.09 071712 N T_2547 0527 283.06 071612 N T_2548 0528 167.26 071312 N T_2549 0529 243.29 071212 N T_2550 0530 243.29 071112 N T_2551 0531 212.88 071012 N T_2552 0532 228.08 070612 N T_2553 0533 243.00 060412 N T_2529 0534 318.24 070712 N T_2554 0535 263.18 070512 N T_2555 0536 338.13 063012 N T_2556 0538 243.29 070212 N T_2558 0539 275.28 070212 N T_2559 0540 243.29 062912 N T_2560 0541 263.18 062812 N T_2561 0542 60.82 062712 N T_2562 0543 263.18 062612 N T_2563 0544 275.28 062612 N T_2564 0545 137.64 062112 N T_2565 018 0129 794.62 E.W. @ F.A.(+) 071812 N R337.0 098 0002 109,473.28 A.C. @ L.S.(+) 072512 N 098S10 109 0004 2,240,047.16 A.C. @ L.S.(+) 081712 N 109_S1 127 0005 42,000.00 A.C. @ L.S.(+) 072512 Y 127S20 0006 83,955.00 A.C. @ U.P.(+) 081512 Y T_2586 137 0005 146.45 E.W. @ F.A.(+) 032612 N T_2506 2,484,311.94 TOTAL THIS ESTIMATE 27,898,308.78 TOTAL PREVIOUS ESTIMATE 30,382,620.72 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/22/12 EST. NO.34 TIME 08:20 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 -10,000.00 -111,360.00 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 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 08/22/12 EST. NO.34 TIME 08:20 AM R.E. NAME: TSIGELMAN, IGOR 04-294914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DELINQUENT PAYROLLS -10,000.00 33 PAYROLLS EST 33 10,000.00 34 10,000.00 0.00 TOTAL DEDUCTIONS 0.00 -111,360.00 PROGRAM CAS145 PAGE 1 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 72,000.0000 72,000.00 0.018 1,296.00 0.740 53,280.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,750.00 9.000 2,250.00 003 TIME-RELATED OVERHEAD LS 0.0000 19,000,000.00 0.023 437,000.00 0.702 13,338,000.00 004 TEMPORARY WILDLIFE EXCLUSION FENCE M 83.0000 141,100.00 1,027.500 85,282.50 005 TEMPORARY FENCE (TYPE ESA) M 11.5000 41,400.00 1,694.560 19,487.44 006 TEMPORARY ENGINEER TRAILER LS 366,000.0000 366,000.00 0.000 0.00 007 TEMPORARY MAINTENANCE TRAILER LS 306,000.0000 306,000.00 0.481 147,186.00 008 CONSTRUCTION SITE MANAGEMENT LS 528,000.0000 528,000.00 0.027 14,256.00 0.844 445,632.00 009 TEMPORARY STORM WATER RUN-ON BYPASS AND LS 25,000.0000 1,025,000.00 0.008 8,200.00 0.907 929,675.00 EXCAVATION DEWATERING 010 HEALTH AND SAFETY PLAN LS 5,600.0000 5,600.00 0.900 5,040.00 011 PREPARE STORM WATER POLLUTION LS 19,400.0000 19,400.00 0.009 174.60 0.761 14,763.40 PREVENTION PLAN 012 TEMPORARY FIBER ROLL M 10.0000 14,000.00 4,373.700 43,737.00 013 TEMPORARY SILT FENCE M 13.0000 70,200.00 1,157.000 15,041.00 014 TEMPORARY GRAVEL BAG BERM M 28.0000 21,840.00 630.500 17,654.00 015 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 17,600.00 6.000 26,400.00 016 TEMPORARY COVER M2 4.0000 28,000.00 9,681.000 38,724.00 017 TEMPORARY CHECK DAM M 64.0000 7,680.00 63.000 4,032.00 018 MOVE-IN/MOVE-OUT EA 1,000.0000 10,000.00 9.000 9,000.00 (TEMPORARY EROSION CONTROL) 019 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 13,600.00 39.000 15,600.00 020 TEMPORARY HYDRAULIC MULCH M2 1.0000 7,000.00 22,963.860 22,963.86 (BONDED FIBER MATRIX) 021 STREET SWEEPING LS 253,000.0000 253,000.00 0.028 7,084.00 0.856 216,568.00 022 TEMPORARY CONCRETE WASHOUT BIN EA 840.0000 74,760.00 39.000 32,760.00 PROGRAM CAS145 PAGE 2 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 104,000.0000 104,000.00 0.642 66,768.00 024 TRAFFIC CONTROL SYSTEM LS 421,000.0000 421,000.00 0.023 9,683.00 0.694 292,174.00 025 TEMPORARY PAVEMENT MARKING (PAINT) M2 45.0000 8,550.00 0.000 0.00 026 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 15,250.00 0.000 0.00 027 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,100.00 19.000 665.00 028 TEMPORARY PAVEMENT MARKER EA 4.0000 4,840.00 289.000 1,156.00 029 PORTABLE CHANGEABLE MESSAGE SIGN EA 47,000.0000 235,000.00 0.070 3,290.00 4.100 192,700.00 030 TEMPORARY RAILING (TYPE K) M 98.0000 661,990.00 1,878.550 184,097.90 031 TEMPORARY RAILING (CROSS TUNNEL PASSAGE) M 129.0000 11,610.00 60.000 7,740.00 032 TEMPORARY CRASH CUSHION MODULE EA 458.0000 91,600.00 39.000 17,862.00 033 TEMPORARY TRAFFIC SCREEN M 22.0000 146,740.00 1,432.190 31,508.18 034 ABANDON CULVERT M 30.0000 27,900.00 170.500 5,115.00 035 ABANDON INLET EA 1,200.0000 6,000.00 1.000 1,200.00 036 REMOVE CHAIN LINK FENCE M 15.0000 6,900.00 511.800 7,677.00 037 REMOVE SLIDE HEADGATE EA 1,700.0000 3,400.00 0.000 0.00 038 REMOVE METAL BEAM GUARD RAILING M 20.0000 4,200.00 15.300 306.00 039 REMOVE THRIE BEAM BARRIER M 30.0000 16,500.00 0.000 0.00 040 REMOVE DOUBLE THRIE BEAM BARRIER M 40.0000 26,800.00 0.000 0.00 041 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 10,500.00 813.830 4,069.15 STRIPE 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 24,300.00 1,475.780 4,427.34 043 REMOVE PAVEMENT MARKER EA 1.0000 2,100.00 155.000 155.00 044 REMOVE ROADSIDE SIGN EA 220.0000 1,980.00 0.000 0.00 045 REMOVE SIGN STRUCTURE EA 9,000.0000 27,000.00 0.000 0.00 046 REMOVE MICROWAVE TOWER LS 5,300.0000 5,300.00 1.000 5,300.00 047 REMOVE ASPHALT CONCRETE DIKE M 21.0000 19,530.00 0.000 0.00 048 REMOVE CULVERT M 67.0000 16,080.00 3.000 201.00 6.000 402.00 049 REMOVE INLET EA 1,340.0000 28,140.00 1.000 1,340.00 6.000 8,040.00 PROGRAM CAS145 PAGE 3 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE HEADWALL EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500.00 051 REMOVE RETAINING WALL M 142.0000 4,260.00 30.000 4,260.00 052 REMOVE BASE AND SURFACING M3 65.0000 11,700.00 0.000 0.00 053 RELOCATE GATE EA 1,500.0000 3,000.00 1.000 1,500.00 054 RELOCATE CRASH CUSHION EA 3,500.0000 3,500.00 0.000 0.00 055 RELOCATE ROADSIDE SIGN EA 450.0000 3,150.00 0.000 0.00 056 REMOVE AND RELOCATE EXISTING WATER MAIN LS 407,000.0000 407,000.00 0.950 386,650.00 057 MODIFY INLET TO MANHOLE EA 2,300.0000 9,200.00 0.000 0.00 058 REMODEL INLET EA 1,000.0000 5,000.00 0.000 0.00 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.5000 58,500.00 0.000 0.00 060 REMOVE CONCRETE CURB M 36.5000 98,550.00 956.380 34,907.87 061 REMOVE CONCRETE (CHANNEL) M3 340.0000 5,780.00 17.000 5,780.00 062 REMOVE CONCRETE BARRIER M 243.0000 65,610.00 0.000 0.00 063 REMOVE CONCRETE ISLAND (PORTIONS) M3 89.0000 61,410.00 6.770 602.53 064 REMOVE TEMPORARY SOUND WALL LS 177,000.0000 177,000.00 0.000 0.00 065 CAP INLET EA 1,500.0000 7,500.00 3.000 4,500.00 066 CAP MANHOLE EA 2,900.0000 2,900.00 0.000 0.00 067 REMOVE CRASH CUSHION EA 1,700.0000 3,400.00 0.000 0.00 068 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000.00 069 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 070 ROADWAY EXCAVATION M3 38.0000 855,000.00 313.090 11,897.42 17,701.405 672,653.39 071 ROADWAY EXCAVATION (TYPE Z-2) M3 181.0000 452,500.00 36.700 6,642.70 (ADL AND NATURALLY OCCURRING METALS) 072 ROADWAY EXCAVATION (TYPE Z-3) M3 185.0000 72,150.00 0.000 0.00 (ADL AND NATURALLY OCCURRING METALS) 073 SURFACE SOIL MANAGEMENT PLAN LS 50,000.0000 50,000.00 1.000 50,000.00 074 STRUCTURE EXCAVATION (TYPE D) M3 72.0000 17,568.00 184.000 13,248.00 (F) 075 STRUCTURE EXCAVATION (RETAINING WALL) M3 120.0000 7,680.00 64.000 7,680.00 64.000 7,680.00 (F) 076 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 21.0000 22,470.00 1,070.000 22,470.00 (F) PROGRAM CAS145 PAGE 4 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 26.0000 42,380.00 1,630.000 42,380.00 (F) 078 STRUCTURE EXCAVATION (SECANT PILE WALL) M3 26.0000 13,338.00 456.750 11,875.50 (F) 079 STRUCTURE EXCAVATION (PORTAL NO. 1) M3 22.0000 94,160.00 4,280.000 94,160.00 (F) 080 STRUCTURE EXCAVATION (PORTAL NO. 2) M3 20.0000 94,800.00 4,740.000 94,800.00 (F) 081 STRUCTURE BACKFILL (SLURRY CEMENT) M3 135.0000 56,700.00 0.000 0.00 082 STRUCTURE BACKFILL (RETAINING WALL) M3 94.0000 4,136.00 0.000 0.00 (F) 083 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 320.0000 3,200.00 8.000 2,560.00 (F) 084 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 110.0000 12,430.00 67.000 7,370.00 (F) 085 STRUCTURE BACKFILL (PORTAL FOUNDATION) M3 760.0000 18,240.00 0.000 0.00 (F) 086 SAND BACKFILL M3 440.0000 70,400.00 27.090 11,919.60 087 CONCRETE BACKFILL FAST SETTING M3 230.0000 15,640.00 0.000 0.00 088 LEAN CONCRETE BACKFILL M3 140.0000 32,620.00 233.000 32,620.00 (F) 089 SOIL NAIL ASSEMBLY (RW-1E) M 126.0000 531,720.00 3,008.930 379,125.18 090 SOIL NAIL ASSEMBLY (RW-4E, 6E) M 126.0000 331,506.00 2,155.600 271,605.60 091 SOIL NAIL ASSEMBLY (RW-7E) M 126.0000 17,136.00 142.900 18,005.40 092 SOIL NAIL ASSEMBLY (RW-8W) M 126.0000 33,264.00 281.600 35,481.60 093 GROUTED ANCHOR ASSEMBLY (RW-5W, 5E) M 101.0000 421,776.00 3,168.000 319,968.00 094 RETAINING WALL MONITORING LS 25,000.0000 25,000.00 0.760 19,000.00 095 HIGHWAY PLANTING LS 142,000.0000 142,000.00 0.870 123,540.00 096 EROSION CONTROL (TYPE D) HA 6,500.0000 39,650.00 1.978 12,857.00 097 EROSION CONTROL (NETTING) M2 5.0000 66,650.00 5,701.120 28,505.60 098 FIBER ROLLS M 9.0000 20,790.00 305.000 2,745.00 099 COMPOST, INCORPORATE M2 9.0000 5,490.00 610.000 5,490.00 100 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 10,000.00 2.000 2,000.00 101 PLANT (GROUP M) EA 5.0000 4,500.00 892.000 4,460.00 102 SEEDING M2 8.0000 4,880.00 610.000 4,880.00 103 PLANT ESTABLISHMENT WORK LS 1,000.0000 1,000.00 0.486 486.00 PROGRAM CAS145 PAGE 5 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 IRRIGATION SYSTEM LS 9,000.0000 9,000.00 0.900 8,100.00 105 IRRIGATION SLEEVE M 250.0000 3,000.00 12.000 3,000.00 106 200 MM WELDED STEEL PIPE CONDUIT M 210.0000 81,900.00 122.370 25,697.70 (6.35 MM THICK) 107 CLASS 4 AGGREGATE SUBBASE M3 85.0000 305,150.00 364.590 30,990.15 108 CLASS 3 AGGREGATE BASE M3 76.0000 98,800.00 284.680 21,635.68 485.230 36,877.48 109 CEMENT TREATED BASE M3 480.0000 139,200.00 0.000 0.00 (PLANT-MIXED, CLASS A) 110 LEAN CONCRETE BASE M3 225.0000 607,500.00 0.000 0.00 111 LEAN CONCRETE BASE (RAPID SETTING) M3 260.0000 104,000.00 0.000 0.00 112 HOT MIX ASPHALT TONN 130.0000 742,300.00 227.060 29,517.80 1,455.560 189,222.80 113 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 9.0000 540.00 48.800 439.20 114 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 9.0000 6,210.00 53.000 477.00 115 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 9.0000 2,970.00 324.900 2,924.10 116 TACK COAT TONN 1,000.0000 24,000.00 1.207 1,207.00 117 CONCRETE PAVEMENT M3 380.0000 1,919,000.00 0.000 0.00 118 CONSTRUCT CONCRETE PAVEMENT M3 1,000.0000 750,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 119 REPLACE CONCRETE PAVEMENT M3 1,000.0000 13,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 120 REPAIR SPALLED JOINTS M2 1,000.0000 70,000.00 0.000 0.00 121 GROOVE EXISTING CONCRETE PAVEMENT M2 5.0000 82,000.00 0.000 0.00 122 GRIND EXISTING CONCRETE M2 20.0000 38,000.00 0.000 0.00 PAVEMENT 123 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,270.0000 3,144,520.00 2,477.422 3,146,325.94 SECANT PILING 124 STEEL SOLDIER PILE M 700.0000 551,600.00 784.650 549,255.00 (HP 310 X 79) (SOUND WALL) 125 STEEL SOLDIER PILE M 760.0000 329,080.00 428.260 325,477.60 (HP 310 X 93) (SOUND WALL) 126 STEEL SOLDIER PILE M 900.0000 220,500.00 242.940 218,646.00 (HP 360 X 108) (SOUND WALL) 127 STEEL SOLDIER PILE M 900.0000 194,400.00 215.290 193,761.00 (HP 360 X 132) (SOUND WALL) 128 STEEL SOLDIER PILE M 2,200.0000 233,200.00 105.600 232,320.00 (2-MC 460 X 86) (WITH PLATES) 129 STEEL SOLDIER PILE (2-MC 460 X 86) M 980.0000 406,700.00 414.645 406,352.10 130 STEEL SOLDIER PILE (W 360 X 179) M 880.0000 356,400.00 405.000 356,400.00 PROGRAM CAS145 PAGE 6 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 STEEL SOLDIER PILE (W 360 X 216) M 1,060.0000 79,500.00 75.000 79,500.00 132 STEEL SOLDIER PILE (W 360 X 314) M 1,520.0000 252,320.00 166.000 252,320.00 133 STEEL SOLDIER PILE (W 530 X 248) M 800.0000 72,000.00 89.400 71,520.00 134 600 MM DRILLED HOLE M 368.0000 159,344.00 435.890 160,407.52 135 750 MM DRILLED HOLE M 476.0000 546,924.00 1,147.295 546,112.42 136 830 DRILLED HOLE M 720.0000 141,120.00 195.000 140,400.00 137 900 MM DRILLED HOLE M 800.0000 144,800.00 181.000 144,800.00 138 TIEBACK ANCHOR EA 5,020.0000 773,080.00 153.000 768,060.00 139 STRUCTURAL CONCRETE, RETAINING WALL M3 1,074.0000 1,392,978.00 39.940 42,895.56 450.750 484,105.50 (F) 140 STRUCTURAL CONCRETE, PORTAL FOOTING M3 380.0000 84,360.00 112.000 42,560.00 222.000 84,360.00 (F) 141 STRUCTURAL CONCRETE, PORTAL M3 697.0000 836,400.00 374.040 260,705.88 529.800 369,270.60 (F) 142 CLASS 2 CONCRETE (BACKFILL) M3 169.0000 310,115.00 465.000 78,585.00 465.000 78,585.00 (F) 143 CLASS 1 CONCRETE (BACKFILL) M3 182.0000 111,748.00 614.000 111,748.00 (F) 144 MINOR CONCRETE (MINOR STRUCTURE) M3 2,470.0000 414,960.00 34.130 84,301.10 (F) 145 MINOR CONCRETE (BACKFILL) M3 176.0000 112,640.00 7.400 1,302.40 146 FRACTURED RIB TEXTURE M2 890.0000 33,820.00 0.000 0.00 (F) 147 ARCHITECTURAL TREATMENT FACADE M2 173.0000 420,563.00 252.220 43,634.06 (F) 148 SOUND WALL (MASONRY BLOCK) M2 264.0000 92,400.00 0.000 0.00 149 JOINT SEAL (TYPE AL) M 125.0000 263,000.00 0.000 0.00 150 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 257,418.00 15,396.900 32,333.49 98,194.300 206,208.03 (F) 151 BAR REINFORCING STEEL (EPOXY COATED) KG 2.1000 11,424.00 2,700.000 5,670.00 5,440.000 11,424.00 (F) 152 BAR REINFORCING STEEL (PORTAL) KG 1.8300 318,420.00 3,330.000 6,093.90 111,392.000 203,847.36 (F) 153 BAR REINFORCING STEEL (PILE) KG 1.4600 154,030.00 105,500.000 154,030.00 (F) 154 SHOTCRETE M3 800.0000 515,200.00 490.000 392,000.00 (F) 155 PORTAL WATERPROOFING M2 70.0000 98,000.00 450.600 31,542.00 700.000 49,000.00 (F) 156 RETAINING WALL WATERPROOFING M2 70.0000 10,500.00 39.000 2,730.00 (F) 157 CLEAN AND PAINT MICROWAVE TOWER KG 20.0000 22,400.00 0.000 0.00 STRUCTURE PROGRAM CAS145 PAGE 7 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 149,100.00 0.000 0.00 (F) 159 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 29,820.00 0.000 0.00 (F) 160 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 16,500.00 0.000 0.00 161 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 3,840.00 0.000 0.00 (2.0 MM-UNFRAMED) 162 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 600.00 0.000 0.00 (1.6 MM-FRAMED) 163 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 1,500.00 0.000 0.00 (2.0 MM-FRAMED) 164 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 12,600.00 4.500 12,600.00 PILE (MICROWAVE TOWER FOUNDATION) 165 1524 MM CAST-IN-DRILLED-HOLE M 2,860.0000 77,220.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 166 ROADSIDE SIGN - ONE POST EA 350.0000 4,550.00 0.000 0.00 167 ROADSIDE SIGN - TWO POST EA 750.0000 3,750.00 0.000 0.00 168 INSTALL SIGN PANEL ON EXISTING FRAME M2 800.0000 88,000.00 0.000 0.00 169 TIMBER LAGGING M3 2,000.0000 266,200.00 133.100 266,200.00 (F) 170 TIMBER WITH SOUNDPROOFING M2 400.0000 1,428,800.00 3,487.690 1,395,076.00 171 CLEAN AND PAINT STEEL SOLDIER PILING LS 54,000.0000 54,000.00 0.670 36,180.00 172 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 13,750.00 39.146 9,786.50 173 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 300.0000 420,000.00 138.400 41,520.00 174 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 256.0000 56,320.00 5.500 1,408.00 177.000 45,312.00 175 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 316.0000 94,800.00 0.000 0.00 176 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 432.0000 86,400.00 0.000 0.00 177 600 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 416.0000 137,280.00 36.100 15,017.60 178 750 MM ALTERNATIVE PIPE CULVERT M 400.0000 68,000.00 0.000 0.00 179 TUNNEL AND PORTAL DRAINAGE M 617.0000 625,021.00 0.000 0.00 (REINFORCED CONCRETE PIPE EDGE DRAIN) 180 DRAINAGE INLET (PORTAL AND TUNNEL) EA 2,500.0000 45,000.00 0.000 0.00 181 300 MM BITUMINOUS COATED CORRUGATED M 258.0000 10,320.00 21.000 5,418.00 STEEL PIPE (1.63 MM THICK) 182 250 MM PLASTIC PIPE UNDERDRAIN M 140.0000 3,360.00 0.000 0.00 (PORTAL) 183 150 MM PLASTIC PIPE UNDERDRAIN M 91.0000 12,831.00 56.000 5,096.00 (PORTAL) 184 GEOCOMPOSITE DRAIN M2 28.0000 11,368.00 406.000 11,368.00 PROGRAM CAS145 PAGE 8 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH AND INSTALL DRAIN PIPE M 20.0000 9,100.00 0.000 0.00 (HORIZONTAL DRAIN) 186 DRILL HOLE (HORIZONTAL DRAIN) M 100.0000 45,500.00 0.000 0.00 187 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 81.0000 413,100.00 542.355 43,930.76 188 200 MM ALTERNATIVE PIPE UNDERDRAIN M 124.0000 116,560.00 354.500 43,958.00 189 900 MM BITUMINOUS COATED CORRUGATED M 520.0000 3,120.00 1.420 738.40 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 8,804.00 191 450 MM ALTERNATIVE FLARED END SECTION EA 800.0000 1,600.00 0.000 0.00 192 450 MM SLIDE HEADGATE EA 5,000.0000 10,000.00 0.000 0.00 193 ROCK SLOPE PROTECTION M3 730.0000 3,650.00 4.500 3,285.00 (FACING, METHOD B) 194 CONCRETE (DITCH LINING) M3 1,200.0000 4,800.00 3.500 4,200.00 195 ROCK SLOPE PROTECTION FABRIC M2 24.0000 240.00 17.340 416.16 196 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 216,000.00 71.700 57,360.00 CONSTRUCTION) 197 MINOR CONCRETE (CURB AND SIDEWALK) M3 600.0000 774,000.00 0.000 0.00 198 MINOR CONCRETE (GUTTER) M3 600.0000 24,300.00 2.800 1,680.00 (F) 199 MINOR CONCRETE M3 215.0000 285,950.00 0.000 0.00 (CONDUIT AND FIRE WATER PIPE ENCASEMENT) 200 MISCELLANEOUS IRON AND STEEL KG 5.0000 82,000.00 2,960.000 14,800.00 (F) 201 CHAIN LINK FENCE (TYPE CL-1.2, M 90.0000 6,300.00 0.000 0.00 VINYL-CLAD) 202 CHAIN LINK FENCE (TYPE CL-1.8) M 70.0000 32,200.00 361.200 25,284.00 203 ANCHORED WIRE MESH SYSTEM M2 150.0000 166,500.00 0.000 0.00 204 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 205 GUARD RAILING DELINEATOR EA 20.0000 1,080.00 22.000 440.00 206 OBJECT MARKER EA 50.0000 500.00 1.000 50.00 207 CONCRETE BARRIER MARKER EA 50.0000 7,500.00 0.000 0.00 208 METAL BEAM GUARD RAILING (STEEL POST) M 120.0000 57,600.00 316.230 37,947.60 209 WEED CONTROL MAT (RUBBER) M2 75.0000 64,500.00 399.500 29,962.50 210 CABLE RAILING M 65.0000 36,335.00 53.000 3,445.00 (F) 211 TRANSITION RAILING (TYPE WB) EA 3,500.0000 17,500.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 8,000.00 1.000 1,000.00 213 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 32,500.00 1.000 2,500.00 214 CRASH CUSHION (REACT 9CBB) EA 51,000.0000 51,000.00 0.000 0.00 215 CRASH CUSHION (REACT 9SCBS) EA 53,000.0000 53,000.00 0.000 0.00 216 CONCRETE BARRIER (TYPE 60) M 214.0000 149,800.00 0.000 0.00 217 CONCRETE BARRIER (TYPE 60A) M 220.0000 19,800.00 0.000 0.00 218 CONCRETE BARRIER (TYPE 60C) M 500.0000 375,000.00 0.000 0.00 219 CONCRETE BARRIER (TYPE 60D) M 200.0000 54,000.00 0.000 0.00 220 CONCRETE BARRIER (TYPE 60E) M 665.0000 146,300.00 0.000 0.00 221 CONCRETE BARRIER (TYPE 732A) M 450.0000 7,650.00 0.000 0.00 (F) 222 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 24,750.00 0.000 0.00 223 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 14,880.00 0.000 0.00 224 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,500.00 0.000 0.00 225 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 360.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 226 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,000.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 227 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 160.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 228 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,600.00 0.000 0.00 229 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,800.00 0.000 0.00 230 HIGHWAY LIGHTING LS 300,000.0000 300,000.00 0.688 206,400.00 231 TRAFFIC OPERATION SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 0.759 113,850.00 232 TRAFFIC OPERATION SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.913 91,300.00 233 TRAFFIC OPERATION SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.413 20,650.00 234 TRAFFIC OPERATION SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.595 29,750.00 235 TRAFFIC OPERATION SYSTEM (LOCATION 5) LS 50,000.0000 50,000.00 0.878 43,900.00 236 TRAFFIC OPERATION SYSTEM (LOCATION 6) LS 200,000.0000 200,000.00 0.800 160,000.00 237 EXTINGUISHABLE MESSAGE SIGN RADIO LS 20,000.0000 20,000.00 0.000 0.00 CONTROL ASSEMBLY 238 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) LS 30,000.0000 30,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 HIGHWAY ADVISORY RADIO SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 240 GENERAL PACKET RADIO SYSTEM WIRELESS EA 5,000.0000 15,000.00 0.000 0.00 MODEM ASSEMBLY 241 ADJUST PULL BOX EA 2,000.0000 4,000.00 0.000 0.00 242 BUILDING WORK (OMC) LS 900,000.0000 1,900,000.00 0.023 43,700.00 0.724 1,375,600.00 243 BUILDING WORK (SUBSTATION, PORTAL NO. 1) LS 750,000.0000 750,000.00 0.126 94,500.00 244 BUILDING WORK (SUBSTATION, PORTAL NO. 2) LS 750,000.0000 750,000.00 0.090 67,500.00 245 BREAKTHROUGHTS AT RETAINING WALLS 5W AND LS 0.0000 4,000,000.00 1.000 4,000,000.00 5E 246 TUNNEL EXCAVATION AND SUPPORT - M 30,200.0000 2,718,000.00 90.330 2,727,966.00 TOP HEADING - (CATEGORY IA) 247 TUNNEL EXCAVATION AND SUPPORT - M 35,100.0000 6,282,900.00 216.680 7,605,468.00 TOP HEADING - (CATEGORY IB) 248 TUNNEL EXCAVATION AND SUPPORT - M 39,300.0000 1,375,500.00 379.610 14,918,673.00 TOP HEADING - (CATEGORY II A) 249 TUNNEL EXCAVATION AND SUPPORT - M 48,000.0000 18,096,000.00 188.420 9,044,160.00 TOP HEADING - (CATEGORY II B) 250 TUNNEL EXCAVATION AND SUPPORT - M 57,000.0000 12,483,000.00 60.380 3,441,660.00 TOP HEADING - (CATEGORY III A) 251 TUNNEL EXCAVATION AND SUPPORT - M 62,000.0000 2,356,000.00 0.000 0.00 TOP HEADING - (CATEGORY III B) 252 TUNNEL EXCAVATION AND SUPPORT - M 78,100.0000 4,061,200.00 54.590 4,263,479.00 TOP HEADING - (CATEGORY IV) 253 TUNNEL EXCAVATION AND SUPPORT - M 12,960.0000 1,166,400.00 90.330 1,170,676.80 BENCH - (CATEGORY IA) 254 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 13,500.0000 2,416,500.00 36.111 487,498.50 216.680 2,925,180.00 (CATEGORY IB) 255 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 14,000.0000 490,000.00 379.610 5,314,540.00 (CATEGORY II A) 256 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 16,930.0000 6,382,610.00 16.881 285,795.33 188.420 3,189,950.60 (CATEGORY II B) 257 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 19,870.0000 4,351,530.00 60.380 1,199,750.60 (CATEGORY III A) 258 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 20,890.0000 793,820.00 0.000 0.00 (CATEGORY III B) 259 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 42,100.0000 2,189,200.00 54.590 2,298,239.00 (CATEGORY IV) 260 PHOTO SURVEY OF EXISTING STRUCTURES LS 269,000.0000 269,000.00 0.500 134,500.00 261 TUNNEL MONITORING LS 535,700.0000 535,700.00 0.026 13,928.20 1.000 535,700.00 262 CONTAMINATED EXCAVATED MATERIAL M3 45.0000 1,665,000.00 6,135.400 276,093.00 263 INITIAL LINING FIBER REINFORCED M3 2,894.0000 335,704.00 68.700 198,817.80 193.700 560,567.80 SHOTCRETE (ADDITIONAL SUPPORT) 264 DRILL AND GROUT ROCK DOWEL (2 M LONG) EA 456.0000 19,152.00 0.000 0.00 (ADDITIONAL SUPPORT) 265 DRILL AND GROUT ROCK DOWEL (4 M LONG) EA 744.0000 267,096.00 19.000 14,136.00 266.000 197,904.00 (ADDITIONAL SUPPORT) PROGRAM CAS145 PAGE 11 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 DRILL AND GROUT ROCK DOWEL (6 M LONG) EA 889.0000 88,900.00 113.000 100,457.00 (ADDITIONAL SUPPORT) 267 SELF DRILL AND GROUT ROCK DOWEL EA 538.0000 13,988.00 0.000 0.00 (2 M LONG) (ADDITIONAL SUPPORT) 268 SELF DRILL AND GROUT ROCK DOWEL EA 682.0000 27,280.00 0.000 0.00 (2.5 M LONG) (ADDITIONAL SUPPORT) 269 SELF DRILL AND GROUT ROCK DOWEL EA 746.0000 146,216.00 38.000 28,348.00 40.000 29,840.00 (4 M LONG) (ADDITIONAL SUPPORT) 270 SELF DRILL AND GROUT ROCK DOWEL EA 965.0000 29,915.00 0.000 0.00 (6 M LONG) (ADDITIONAL SUPPORT) 271 DRILL AND GROUT SPILES (3 M LONG) EA 482.0000 26,510.00 0.000 0.00 (ADDITIONAL SUPPORT) 272 DRILL AND GROUT SPILES (4 M LONG) EA 531.0000 450,819.00 4,491.000 2,384,721.00 (ADDITIONAL SUPPORT) 273 SELF DRILL GROUT SPILES (3 M LONG) EA 648.0000 35,640.00 0.000 0.00 (ADDITIONAL SUPPORT) 274 SELF DRILL GROUT SPILES (4 M LONG) EA 878.0000 610,210.00 210.000 184,380.00 (ADDITIONAL SUPPORT) 275 LATTICE GIRDERS (ADDITIONAL SUPPORT) EA 3,171.0000 47,565.00 28.000 88,788.00 276 FIBERGLASS FACE DOWELS (6 M LONG) EA 430.0000 89,440.00 28.000 12,040.00 (ADDITIONAL SUPPORT) 277 FIBERGLASS FACE DOWELS (12 M LONG) EA 840.0000 55,440.00 61.000 51,240.00 (ADDITIONAL SUPPORT) 278 FACE SEALING FIBER REINFORCED SHOTCRETE M3 2,555.0000 189,070.00 554.000 1,415,470.00 (ADDITIONAL SUPPORT) 279 INVERT FIBER REINFORCED SHOTCRETE M 18,859.0000 301,744.00 5.650 106,553.35 (TUNNEL) (ADDITIONAL SUPPORT) 280 INVERT FIBER REINFORCED SHOTCRETE M 5,890.0000 300,390.00 0.000 0.00 (CROSS PASSAGE) (ADDITIONAL SUPPORT) 281 PROBE HOLES (ADDITIONAL SUPPORT) M 185.0000 123,580.00 2.590 479.15 282 DRAIN HOLES (ADDITIONAL SUPPORT) M 444.0000 87,912.00 356.000 158,064.00 283 CROSS PASSAGE EXCAVATION AND INITIAL M 12,556.0000 941,700.00 114.950 1,443,312.20 SUPPORT - (CATEGORY I) 284 CROSS PASSAGE EXCAVATION AND INITIAL M 15,375.0000 2,413,875.00 146.600 2,253,975.00 SUPPORT - (CATEGORY II) 285 CROSS PASSAGE EXCAVATION AND INITIAL M 40,321.0000 1,572,519.00 0.000 0.00 SUPPORT - (CATEGORY III) 286 BORE NO. 3 BREAKTHROUGHS LS 247,000.0000 247,000.00 0.357 88,179.00 1.000 247,000.00 287 TUNNEL FINAL LINING (TYPE A) M 26,558.0000 18,988,970.00 120.450 3,198,911.10 379.324 10,074,086.79 288 TUNNEL FINAL LINING (TYPE B) M 26,919.0000 1,965,087.00 0.000 0.00 289 TUNNEL FINAL LINING (TYPE C1) M 31,497.0000 2,960,718.00 39.008 1,228,634.98 290 TUNNEL FINAL LINING (TYPE C2) M 31,534.0000 3,437,206.00 0.000 0.00 291 SHOTCRETE FINAL LINING M 4,501.0000 1,143,254.00 0.000 0.00 292 STRUCTURAL CONCRETE (CROSS PASSAGES) M3 950.0000 441,750.00 29.530 28,053.50 PROGRAM CAS145 PAGE 12 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 CONCRETE BARRIER (CROSS PASSAGES) M 1,620.0000 34,020.00 0.000 0.00 294 TUNNEL ARCHITECTURAL WORK LS 800,000.0000 1,800,000.00 0.052 93,600.00 295 PREPARE AND STAIN CONCRETE M2 21.0000 328,650.00 0.000 0.00 (TUNNEL CROWN) 296 TUNNEL WATERPROOFING M2 93.0000 3,124,800.00 7,210.390 670,566.27 15,612.000 1,451,916.00 297 GEODRAIN M2 67.0000 112,560.00 1,162.790 77,906.93 1,680.000 112,560.00 298 250 MM PLASTIC PIPE UNDERDRAIN (TUNNEL) M 99.0000 196,812.00 888.350 87,946.65 1,243.084 123,065.32 299 150 MM PLASTIC PIPE UNDERDRAIN (TUNNEL) M 77.0000 102,410.00 12.350 950.95 363.350 27,977.95 300 UNDERDRAIN CLEANOUT COVER (TYPE A) EA 1,700.0000 34,000.00 0.000 0.00 301 UNDERDRAIN CLEANOUT COVER (TYPE B) EA 2,500.0000 47,500.00 0.000 0.00 302 UNDERDRAIN CLEANOUT COVER (TYPE C) EA 2,500.0000 2,500.00 0.000 0.00 303 TUNNEL JET FANS ELECTRICAL WORK LS 500,000.0000 500,000.00 0.230 115,000.00 304 TUNNEL JET FANS MECHANICAL WORK LS 600,000.0000 3,600,000.00 0.025 90,000.00 305 TUNNEL LIGHTING LS 0.0000 1,000,000.00 0.629 629,000.00 306 TUNNEL SCSDA/PLC CONTROL AND MONITORING LS 500,000.0000 500,000.00 0.200 100,000.00 SYSTEM 307 FIRE ALARM AND DETECTION SYSTEM (TUNNEL) LS 400,000.0000 400,000.00 0.230 92,000.00 308 TRAFFIC OPERATION SYSTEM (TUNNEL) LS 800,000.0000 800,000.00 0.230 184,000.00 309 CLOSED CIRCUIT TELEVISION SYSTEM LS 200,000.0000 200,000.00 0.502 100,400.00 310 ACCESS CONTROL AND INTRUSION DETECTION LS 200,000.0000 200,000.00 0.100 20,000.00 SYSTEM 311 TRAFFIC OPERATIONS SYSTEM COMMUNICATION LS 600,000.0000 600,000.00 0.232 139,200.00 SYSTEM 312 CROSS PASSAGES MECHANICAL WORK LS 300,000.0000 300,000.00 0.040 12,000.00 313 TUNNEL UNDERGROUND DUCTS LS 0.0000 1,000,000.00 0.092 92,000.00 314 OUTSIDE PORTAL UNDERGROUND DUCTS LS 300,000.0000 300,000.00 0.671 201,300.00 315 TUNNEL CALL BOX LS 200,000.0000 200,000.00 0.100 20,000.00 316 STRONG MOTION DETECTION SYSTEM LS 300,000.0000 300,000.00 0.100 30,000.00 317 EXISTING SUBSTATION UPGRADE LS 400,000.0000 400,000.00 0.468 187,200.00 318 RELOCATE EQUIPMENT FROM EXISTING TO NEW LS 75,000.0000 75,000.00 0.000 0.00 OMC BUILDING 319 WATER MAINS (PORTAL NO. 1) LS 61,000.0000 61,000.00 0.832 50,752.00 PROGRAM CAS145 PAGE 13 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 320 WATER MAINS (PORTAL NO. 2) LS 29,000.0000 29,000.00 0.034 986.00 321 TUNNEL AND CROSS PASSAGES FIRE LS 400,000.0000 400,000.00 0.030 12,000.00 PROTECTION SYSTEM 322 FIRE PUMPS AND CONTROLLER LS 200,000.0000 200,000.00 0.110 22,000.00 323 SYSTEM COMMISSIONING LS 500,000.0000 500,000.00 0.000 0.00 324 TRAFFIC OPERATIONS SYSTEM SOFTWARE LS 50,000.0000 50,000.00 0.300 15,000.00 325 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 326 SOUND CONTROL AND MONITORING LS 650,000.0000 650,000.00 0.012 7,800.00 0.918 596,700.00 327 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 328 REMOVE POP-UP SYSTEM LS 31,000.0000 31,000.00 0.000 0.00 329 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 330 ARCHITECTURAL TREATMENT M2 30.0000 3,480.00 116.000 3,480.00 (TEXTURED SHOTCRETE) 331 PREPARE AND STAIN SHOTCRETE M2 20.0000 2,320.00 116.000 2,320.00 332 REMOVE POSITIVE BARRIER LS 26,500.0000 26,500.00 0.000 0.00 333 ASPHALTIC EMULSION (CURING SEAL) TONN 2,000.0000 6,000.00 0.000 0.00 334 SEAL PAVEMENT JOINT M 19.0000 6,840.00 0.000 0.00 335 EXCAVATION PLAN AND TEST SECTION LS 0.0000 10,000,000.00 1.000 10,000,000.00 PROGRAM CAS145 PAGE 14 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 08:20 AM ESTIMATE NO. 34 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 08/20/12 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,261,034.06 131,762,692.36 ADJUSTMENT OF COMPENSATION 2,475,475.44 26,622,853.47 EXTRA WORK 8,836.50 3,759,767.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,745,346.00 162,145,313.08 336 MOBILIZATION LS 589,000.0000 19,589,000.00 1.000 19,589,000.00 ORIGINAL CONTRACT AMOUNT 214,806,175.00 TOTAL WORK COMPLETED 8,745,346.00 181,734,313.08 MATERIALS ON HAND ON SITE 2,913,929.02 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -111,360.00 TOTAL 8,745,346.00 184,536,882.10 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 04/16/14 951 0 20 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU JOB HAS TWO PHASES TSIGELMAN, IGOR RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/12