PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/22/10 EST. NO.12 TIME 10:42 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 0037 306.36 E.W. @ F.A.(+) 092110 N G076.0 0038 212.34 092210 N G077.0 0040 659.19 092410 N G079.0 0041 329.60 100110 N G086.0 0042 825.05 100410 N G087.0 0043 329.60 092910 N G084.0 0044 329.60 093010 N G085.0 0051 329.60 080510 N G111.0 0052 329.60 080610 N G112.0 0071 915.97 012210 N TS0177 003 0009 859.74 E.W. @ F.A.(+) 080910 N TS0199 032 0002 1,200.56 E.W. @ F.A.(+) 081610 Y R060.0 0003 2,308.76 081610 Y R061.0 0005 3,441.85 081810 Y R063.0 0007 3,033.44 082710 Y R070.0 0009 4,605.91 083010 Y R076.0 0011 8,599.05 081710 Y R112.0 0012 2,147.63 081310 Y R109.0 0013 3,637.96 082610 Y R105.0 0014 3,267.81 081910 Y R106.0 0015 8.40 081310 Y R131.0 0016 16.80 081910 Y R133.0 033 0001 268.73 E.W. @ F.A.(+) 091010 N JPC005 0003 6,216.74 091410 N JPC007 0008 6,239.44 092110 N JPC012 0009 6,039.35 092210 N JPC013 035 0027 2,202.51 A.C. @ F.A.(+) 061410 Y R127.0 0029 1,657.82 061510 Y R129.0 036 0002 3,398.29 E.W. @ F.A.(+) 072610 Y R030.0 0003 1,725.39 072710 Y R031.0 0004 5,302.74 072910 Y R032.0 0005 450.65 072610 Y R045.0 0006 4,749.27 073010 Y R046.0 0008 3,341.73 080210 Y R035.0 0013 6,298.02 072110 Y R065.0 0015 19,296.89 072210 Y R075.0 0016 2,616.87 091010 Y R084.0 0017 666.23 091310 Y R086.0 0018 541.67 091610 Y R088.0 0020 3,329.11 092210 Y R121.0 0021 4.25 080210 Y R102.0 0022 2,954.13 080310 Y R103.0 0023 2.12 072110 Y R110.0 0023-1 -2.12 072110 Y R110.0 DAO CORRECTING ENTRY 0023-2 4.25 072110 Y R110.0 DAO CORRECTING ENTRY 0026 16.80 072110 Y R132.0 0027 7.05 092210 Y R138_0 046 0001 23,945.02 A.C. @ F.A.(+) 082710 Y R059.0 0003 3,682.94 090910 Y R078.0 0004 2,582.11 091010 Y R079.0 0005 3,984.01 091110 Y R080.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/22/10 EST. NO.12 TIME 10:42 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 --------------------------------------------------------------------------- 0006 3,446.94 091310 Y R085.0 0007 2,415.15 091610 Y R089.0 0008 2,619.91 091710 Y R090.0 0009 4,547.29 091410 Y R091.0 0010 3,057.04 091510 Y R087.0 0011 4,098.42 092010 Y R092.0 0012 6,496.57 092110 Y R093.0 0022 196.13 102810 Y R113.0 0023 443.76 102710 Y R114.0 0026 16.80 102710 Y R139_0 0027 16.80 102810 Y R140_0 176,571.64 TOTAL THIS ESTIMATE 870,110.62 TOTAL PREVIOUS ESTIMATE 1,046,682.26 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/22/10 EST. NO.12 TIME 10:42 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 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING CEM-2404 -10,000.00 09 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 72,000.0000 72,000.00 0.036 2,592.00 0.344 24,768.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,750.00 3.000 750.00 03 TIME-RELATED OVERHEAD LS 9000,000.0000 19,000,000.00 0.023 437,000.00 0.230 4,370,000.00 04 TEMPORARY WILDLIFE EXCLUSION FENCE M 83.0000 141,100.00 908.000 75,364.00 05 TEMPORARY FENCE (TYPE ESA) M 11.5000 41,400.00 1,554.960 17,882.04 06 TEMPORARY ENGINEER TRAILER LS 366,000.0000 366,000.00 0.000 0.00 07 TEMPORARY MAINTENANCE TRAILER LS 306,000.0000 306,000.00 0.050 15,300.00 08 CONSTRUCTION SITE MANAGEMENT LS 528,000.0000 528,000.00 0.027 14,256.00 0.289 152,592.00 09 TEMPORARY STORM WATER RUN-ON BYPASS AND LS 1025,000.0000 1,025,000.00 0.111 113,775.00 0.456 467,400.00 EXCAVATION DEWATERING 10 HEALTH AND SAFETY PLAN LS 5,600.0000 5,600.00 0.100 560.00 0.800 4,480.00 11 PREPARE STORM WATER POLLUTION LS 19,400.0000 19,400.00 0.009 174.60 0.572 11,096.80 PREVENTION PLAN 12 TEMPORARY FIBER ROLL M 10.0000 14,000.00 2,509.000 25,090.00 13 TEMPORARY SILT FENCE M 13.0000 70,200.00 122.000 1,586.00 14 TEMPORARY GRAVEL BAG BERM M 28.0000 21,840.00 290.000 8,120.00 15 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 17,600.00 4.000 17,600.00 16 TEMPORARY COVER M2 4.0000 28,000.00 0.000 0.00 17 TEMPORARY CHECK DAM M 64.0000 7,680.00 12.000 768.00 12.000 768.00 18 MOVE-IN/MOVE-OUT EA 1,000.0000 10,000.00 6.000 6,000.00 (TEMPORARY EROSION CONTROL) 19 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 13,600.00 28.000 11,200.00 20 TEMPORARY HYDRAULIC MULCH M2 1.0000 7,000.00 19,171.430 19,171.43 (BONDED FIBER MATRIX) 21 STREET SWEEPING LS 253,000.0000 253,000.00 0.092 23,276.00 0.278 70,334.00 22 TEMPORARY CONCRETE WASHOUT BIN EA 840.0000 74,760.00 7.000 5,880.00 PROGRAM CAS145 PAGE 2 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CONSTRUCTION AREA SIGNS LS 104,000.0000 104,000.00 0.342 35,568.00 24 TRAFFIC CONTROL SYSTEM LS 421,000.0000 421,000.00 0.116 48,836.00 25 TEMPORARY PAVEMENT MARKING (PAINT) M2 45.0000 8,550.00 0.000 0.00 26 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 15,250.00 0.000 0.00 27 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,100.00 0.000 0.00 28 TEMPORARY PAVEMENT MARKER EA 4.0000 4,840.00 206.000 824.00 29 PORTABLE CHANGEABLE MESSAGE SIGN EA 47,000.0000 235,000.00 0.070 3,290.00 2.630 123,610.00 30 TEMPORARY RAILING (TYPE K) M 98.0000 661,990.00 1,225.690 120,117.62 31 TEMPORARY RAILING (CROSS TUNNEL PASSAGE) M 129.0000 11,610.00 0.000 0.00 32 TEMPORARY CRASH CUSHION MODULE EA 458.0000 91,600.00 25.000 11,450.00 33 TEMPORARY TRAFFIC SCREEN M 22.0000 146,740.00 696.010 15,312.22 34 ABANDON CULVERT M 30.0000 27,900.00 0.000 0.00 35 ABANDON INLET EA 1,200.0000 6,000.00 0.000 0.00 36 REMOVE CHAIN LINK FENCE M 15.0000 6,900.00 252.760 3,791.40 37 REMOVE SLIDE HEADGATE EA 1,700.0000 3,400.00 0.000 0.00 38 REMOVE METAL BEAM GUARD RAILING M 20.0000 4,200.00 0.000 0.00 39 REMOVE THRIE BEAM BARRIER M 30.0000 16,500.00 0.000 0.00 40 REMOVE DOUBLE THRIE BEAM BARRIER M 40.0000 26,800.00 0.000 0.00 41 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 10,500.00 761.390 3,806.95 STRIPE 42 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 24,300.00 594.820 1,784.46 43 REMOVE PAVEMENT MARKER EA 1.0000 2,100.00 120.000 120.00 44 REMOVE ROADSIDE SIGN EA 220.0000 1,980.00 0.000 0.00 45 REMOVE SIGN STRUCTURE EA 9,000.0000 27,000.00 0.000 0.00 46 REMOVE MICROWAVE TOWER LS 5,300.0000 5,300.00 1.000 5,300.00 47 REMOVE ASPHALT CONCRETE DIKE M 21.0000 19,530.00 0.000 0.00 48 REMOVE CULVERT M 67.0000 16,080.00 0.000 0.00 49 REMOVE INLET EA 1,340.0000 28,140.00 1.000 1,340.00 PROGRAM CAS145 PAGE 3 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE HEADWALL EA 1,500.0000 1,500.00 0.000 0.00 51 REMOVE RETAINING WALL M 142.0000 4,260.00 0.000 0.00 52 REMOVE BASE AND SURFACING M3 65.0000 11,700.00 0.000 0.00 53 RELOCATE GATE EA 1,500.0000 3,000.00 0.000 0.00 54 RELOCATE CRASH CUSHION EA 3,500.0000 3,500.00 0.000 0.00 55 RELOCATE ROADSIDE SIGN EA 450.0000 3,150.00 0.000 0.00 56 REMOVE AND RELOCATE EXISTING WATER MAIN LS 407,000.0000 407,000.00 0.150 61,050.00 57 MODIFY INLET TO MANHOLE EA 2,300.0000 9,200.00 0.000 0.00 58 REMODEL INLET EA 1,000.0000 5,000.00 0.000 0.00 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.5000 58,500.00 0.000 0.00 60 REMOVE CONCRETE CURB M 36.5000 98,550.00 24.380 889.87 61 REMOVE CONCRETE (CHANNEL) M3 340.0000 5,780.00 0.000 0.00 62 REMOVE CONCRETE BARRIER M 243.0000 65,610.00 0.000 0.00 63 REMOVE CONCRETE ISLAND (PORTIONS) M3 89.0000 61,410.00 0.000 0.00 64 REMOVE TEMPORARY SOUND WALL LS 177,000.0000 177,000.00 0.000 0.00 65 CAP INLET EA 1,500.0000 7,500.00 0.000 0.00 66 CAP MANHOLE EA 2,900.0000 2,900.00 0.000 0.00 67 REMOVE CRASH CUSHION EA 1,700.0000 3,400.00 0.000 0.00 68 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 0.950 66,500.00 69 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 70 ROADWAY EXCAVATION M3 38.0000 855,000.00 1,350.275 51,310.45 13,623.275 517,684.45 71 ROADWAY EXCAVATION (TYPE Z-2) M3 181.0000 452,500.00 0.000 0.00 (ADL AND NATURALLY OCCURRING METALS) 72 ROADWAY EXCAVATION (TYPE Z-3) M3 185.0000 72,150.00 0.000 0.00 (ADL AND NATURALLY OCCURRING METALS) 73 SURFACE SOIL MANAGEMENT PLAN LS 50,000.0000 50,000.00 0.600 30,000.00 74 STRUCTURE EXCAVATION (TYPE D) M3 72.0000 17,568.00 0.000 0.00 F) 75 STRUCTURE EXCAVATION (RETAINING WALL) M3 120.0000 7,680.00 0.000 0.00 F) 76 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 21.0000 22,470.00 253.170 5,316.57 737.620 15,490.02 F) PROGRAM CAS145 PAGE 4 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 26.0000 42,380.00 1,162.070 30,213.82 F) 78 STRUCTURE EXCAVATION (SECANT PILE WALL) M3 26.0000 13,338.00 105.770 2,750.02 450.210 11,705.46 F) 79 STRUCTURE EXCAVATION (PORTAL NO. 1) M3 22.0000 94,160.00 823.070 18,107.54 4,115.380 90,538.36 F) 80 STRUCTURE EXCAVATION (PORTAL NO. 2) M3 20.0000 94,800.00 3,447.270 68,945.40 F) 81 STRUCTURE BACKFILL (SLURRY CEMENT) M3 135.0000 56,700.00 0.000 0.00 82 STRUCTURE BACKFILL (RETAINING WALL) M3 94.0000 4,136.00 0.000 0.00 F) 83 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 320.0000 3,200.00 0.000 0.00 F) 84 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 110.0000 12,430.00 67.000 7,370.00 F) 85 STRUCTURE BACKFILL (PORTAL FOUNDATION) M3 760.0000 18,240.00 0.000 0.00 F) 86 SAND BACKFILL M3 440.0000 70,400.00 0.000 0.00 87 CONCRETE BACKFILL FAST SETTING M3 230.0000 15,640.00 0.000 0.00 88 LEAN CONCRETE BACKFILL M3 140.0000 32,620.00 21.190 2,966.60 211.700 29,638.00 F) 89 SOIL NAIL ASSEMBLY (RW-1E) M 126.0000 531,720.00 3,204.670 403,788.42 90 SOIL NAIL ASSEMBLY (RW-4E, 6E) M 126.0000 331,506.00 1,572.680 198,157.68 91 SOIL NAIL ASSEMBLY (RW-7E) M 126.0000 17,136.00 141.100 17,778.60 92 SOIL NAIL ASSEMBLY (RW-8W) M 126.0000 33,264.00 0.000 0.00 93 GROUTED ANCHOR ASSEMBLY (RW-5W, 5E) M 101.0000 421,776.00 1,704.000 172,104.00 3,312.000 334,512.00 94 RETAINING WALL MONITORING LS 25,000.0000 25,000.00 0.130 3,250.00 0.478 11,950.00 95 HIGHWAY PLANTING LS 142,000.0000 142,000.00 0.870 123,540.00 96 EROSION CONTROL (TYPE D) HA 6,500.0000 39,650.00 0.000 0.00 97 EROSION CONTROL (NETTING) M2 5.0000 66,650.00 0.000 0.00 98 FIBER ROLLS M 9.0000 20,790.00 0.000 0.00 99 COMPOST, INCORPORATE M2 9.0000 5,490.00 0.000 0.00 00 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 10,000.00 0.000 0.00 01 PLANT (GROUP M) EA 5.0000 4,500.00 0.000 0.00 02 SEEDING M2 8.0000 4,880.00 0.000 0.00 03 PLANT ESTABLISHMENT WORK LS 1,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 IRRIGATION SYSTEM LS 9,000.0000 9,000.00 0.900 8,100.00 05 IRRIGATION SLEEVE M 250.0000 3,000.00 12.000 3,000.00 06 200 MM WELDED STEEL PIPE CONDUIT M 210.0000 81,900.00 0.000 0.00 (6.35 MM THICK) 07 CLASS 4 AGGREGATE SUBBASE M3 85.0000 305,150.00 0.000 0.00 08 CLASS 3 AGGREGATE BASE M3 76.0000 98,800.00 0.000 0.00 09 CEMENT TREATED BASE M3 480.0000 139,200.00 0.000 0.00 (PLANT-MIXED, CLASS A) 10 LEAN CONCRETE BASE M3 225.0000 607,500.00 0.000 0.00 11 LEAN CONCRETE BASE (RAPID SETTING) M3 260.0000 104,000.00 0.000 0.00 12 HOT MIX ASPHALT TONN 130.0000 742,300.00 0.000 0.00 13 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 9.0000 540.00 0.000 0.00 14 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 9.0000 6,210.00 0.000 0.00 15 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 9.0000 2,970.00 0.000 0.00 16 TACK COAT TONN 1,000.0000 24,000.00 0.000 0.00 17 CONCRETE PAVEMENT M3 380.0000 1,919,000.00 0.000 0.00 18 CONSTRUCT CONCRETE PAVEMENT M3 1,000.0000 750,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 19 REPLACE CONCRETE PAVEMENT M3 1,000.0000 13,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 20 REPAIR SPALLED JOINTS M2 1,000.0000 70,000.00 0.000 0.00 21 GROOVE EXISTING CONCRETE PAVEMENT M2 5.0000 82,000.00 0.000 0.00 22 GRIND EXISTING CONCRETE M2 20.0000 38,000.00 0.000 0.00 PAVEMENT 23 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,270.0000 3,144,520.00 2,501.272 3,176,615.44 SECANT PILING 24 STEEL SOLDIER PILE M 700.0000 551,600.00 784.650 549,255.00 (HP 310 X 79) (SOUND WALL) 25 STEEL SOLDIER PILE M 760.0000 329,080.00 428.260 325,477.60 (HP 310 X 93) (SOUND WALL) 26 STEEL SOLDIER PILE M 900.0000 220,500.00 242.940 218,646.00 (HP 360 X 108) (SOUND WALL) 27 STEEL SOLDIER PILE M 900.0000 194,400.00 215.290 193,761.00 (HP 360 X 132) (SOUND WALL) 28 STEEL SOLDIER PILE M 2,200.0000 233,200.00 105.600 232,320.00 (2-MC 460 X 86) (WITH PLATES) 29 STEEL SOLDIER PILE (2-MC 460 X 86) M 980.0000 406,700.00 14.510 14,219.80 285.485 279,775.30 30 STEEL SOLDIER PILE (W 360 X 179) M 880.0000 356,400.00 405.000 356,400.00 PROGRAM CAS145 PAGE 6 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STEEL SOLDIER PILE (W 360 X 216) M 1,060.0000 79,500.00 33.000 34,980.00 33.000 34,980.00 32 STEEL SOLDIER PILE (W 360 X 314) M 1,520.0000 252,320.00 60.000 91,200.00 166.000 252,320.00 33 STEEL SOLDIER PILE (W 530 X 248) M 800.0000 72,000.00 89.400 71,520.00 34 600 MM DRILLED HOLE M 368.0000 159,344.00 435.890 160,407.52 35 750 MM DRILLED HOLE M 476.0000 546,924.00 47.510 22,614.76 976.135 464,640.26 36 830 DRILLED HOLE M 720.0000 141,120.00 195.000 140,400.00 37 900 MM DRILLED HOLE M 800.0000 144,800.00 60.000 48,000.00 181.000 144,800.00 38 TIEBACK ANCHOR EA 5,020.0000 773,080.00 29.000 145,580.00 121.000 607,420.00 39 STRUCTURAL CONCRETE, RETAINING WALL M3 1,074.0000 1,392,978.00 51.170 54,956.58 F) 40 STRUCTURAL CONCRETE, PORTAL FOOTING M3 380.0000 84,360.00 0.000 0.00 F) 41 STRUCTURAL CONCRETE, PORTAL M3 697.0000 836,400.00 0.000 0.00 F) 42 CLASS 2 CONCRETE (BACKFILL) M3 169.0000 310,115.00 0.000 0.00 F) 43 CLASS 1 CONCRETE (BACKFILL) M3 182.0000 111,748.00 43.140 7,851.48 565.420 102,906.44 F) 44 MINOR CONCRETE (MINOR STRUCTURE) M3 2,470.0000 414,960.00 7.560 18,673.20 F) 45 MINOR CONCRETE (BACKFILL) M3 176.0000 112,640.00 0.000 0.00 46 FRACTURED RIB TEXTURE M2 890.0000 33,820.00 0.000 0.00 F) 47 ARCHITECTURAL TREATMENT FACADE M2 173.0000 420,563.00 0.000 0.00 F) 48 SOUND WALL (MASONRY BLOCK) M2 264.0000 92,400.00 0.000 0.00 49 JOINT SEAL (TYPE AL) M 125.0000 263,000.00 0.000 0.00 50 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 257,418.00 15,690.400 32,949.84 F) 51 BAR REINFORCING STEEL (EPOXY COATED) KG 2.1000 11,424.00 0.000 0.00 F) 52 BAR REINFORCING STEEL (PORTAL) KG 1.8300 318,420.00 0.000 0.00 F) 53 BAR REINFORCING STEEL (PILE) KG 1.4600 154,030.00 107,964.002 157,627.44 F) 54 SHOTCRETE M3 800.0000 515,200.00 234.020 187,216.00 F) 55 PORTAL WATERPROOFING M2 70.0000 98,000.00 0.000 0.00 F) 56 RETAINING WALL WATERPROOFING M2 70.0000 10,500.00 0.000 0.00 F) 57 CLEAN AND PAINT MICROWAVE TOWER KG 20.0000 22,400.00 0.000 0.00 STRUCTURE PROGRAM CAS145 PAGE 7 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 149,100.00 0.000 0.00 F) 59 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 29,820.00 0.000 0.00 F) 60 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 16,500.00 0.000 0.00 61 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 3,840.00 0.000 0.00 (2.0 MM-UNFRAMED) 62 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 600.00 0.000 0.00 (1.6 MM-FRAMED) 63 FURNISH SINGLE SHEET ALUMINUM SIGN M2 250.0000 1,500.00 0.000 0.00 (2.0 MM-FRAMED) 64 1372 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 12,600.00 0.000 0.00 PILE (MICROWAVE TOWER FOUNDATION) 65 1524 MM CAST-IN-DRILLED-HOLE M 2,860.0000 77,220.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 66 ROADSIDE SIGN - ONE POST EA 350.0000 4,550.00 0.000 0.00 67 ROADSIDE SIGN - TWO POST EA 750.0000 3,750.00 0.000 0.00 68 INSTALL SIGN PANEL ON EXISTING FRAME M2 800.0000 88,000.00 0.000 0.00 69 TIMBER LAGGING M3 2,000.0000 266,200.00 24.100 48,200.00 97.200 194,400.00 F) 70 TIMBER WITH SOUNDPROOFING M2 400.0000 1,428,800.00 3,487.690 1,395,076.00 71 CLEAN AND PAINT STEEL SOLDIER PILING LS 54,000.0000 54,000.00 0.230 12,420.00 0.630 34,020.00 72 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 13,750.00 6.096 1,524.00 73 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 300.0000 420,000.00 17.000 5,100.00 74 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 256.0000 56,320.00 0.000 0.00 75 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 316.0000 94,800.00 0.000 0.00 76 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 432.0000 86,400.00 0.000 0.00 77 600 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 416.0000 137,280.00 36.100 15,017.60 78 750 MM ALTERNATIVE PIPE CULVERT M 400.0000 68,000.00 0.000 0.00 79 TUNNEL AND PORTAL DRAINAGE M 617.0000 625,021.00 0.000 0.00 (REINFORCED CONCRETE PIPE EDGE DRAIN) 80 DRAINAGE INLET (PORTAL AND TUNNEL) EA 2,500.0000 45,000.00 0.000 0.00 81 300 MM BITUMINOUS COATED CORRUGATED M 258.0000 10,320.00 21.000 5,418.00 STEEL PIPE (1.63 MM THICK) 82 250 MM PLASTIC PIPE UNDERDRAIN M 140.0000 3,360.00 0.000 0.00 (PORTAL) 83 150 MM PLASTIC PIPE UNDERDRAIN M 91.0000 12,831.00 0.000 0.00 (PORTAL) 84 GEOCOMPOSITE DRAIN M2 28.0000 11,368.00 19.560 547.68 293.610 8,221.08 PROGRAM CAS145 PAGE 8 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 FURNISH AND INSTALL DRAIN PIPE M 20.0000 9,100.00 0.000 0.00 (HORIZONTAL DRAIN) 86 DRILL HOLE (HORIZONTAL DRAIN) M 100.0000 45,500.00 0.000 0.00 87 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 81.0000 413,100.00 0.000 0.00 88 200 MM ALTERNATIVE PIPE UNDERDRAIN M 124.0000 116,560.00 0.000 0.00 89 900 MM BITUMINOUS COATED CORRUGATED M 520.0000 3,120.00 1.420 738.40 STEEL PIPE INLET (2.77 MM THICK) 90 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 620.0000 12,400.00 6.200 3,844.00 91 450 MM ALTERNATIVE FLARED END SECTION EA 800.0000 1,600.00 0.000 0.00 92 450 MM SLIDE HEADGATE EA 5,000.0000 10,000.00 0.000 0.00 93 ROCK SLOPE PROTECTION M3 730.0000 3,650.00 0.000 0.00 (FACING, METHOD B) 94 CONCRETE (DITCH LINING) M3 1,200.0000 4,800.00 0.000 0.00 95 ROCK SLOPE PROTECTION FABRIC M2 24.0000 240.00 0.000 0.00 96 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 216,000.00 0.000 0.00 CONSTRUCTION) 97 MINOR CONCRETE (CURB AND SIDEWALK) M3 600.0000 774,000.00 0.000 0.00 98 MINOR CONCRETE (GUTTER) M3 600.0000 24,300.00 0.000 0.00 F) 99 MINOR CONCRETE M3 215.0000 285,950.00 0.000 0.00 (CONDUIT AND FIRE WATER PIPE ENCASEMENT) 00 MISCELLANEOUS IRON AND STEEL KG 5.0000 82,000.00 995.000 4,975.00 F) 01 CHAIN LINK FENCE (TYPE CL-1.2, M 90.0000 6,300.00 0.000 0.00 VINYL-CLAD) 02 CHAIN LINK FENCE (TYPE CL-1.8) M 70.0000 32,200.00 0.000 0.00 03 ANCHORED WIRE MESH SYSTEM M2 150.0000 166,500.00 0.000 0.00 04 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 05 GUARD RAILING DELINEATOR EA 20.0000 1,080.00 0.000 0.00 06 OBJECT MARKER EA 50.0000 500.00 0.000 0.00 07 CONCRETE BARRIER MARKER EA 50.0000 7,500.00 0.000 0.00 08 METAL BEAM GUARD RAILING (STEEL POST) M 120.0000 57,600.00 0.000 0.00 09 WEED CONTROL MAT (RUBBER) M2 75.0000 64,500.00 0.000 0.00 10 CABLE RAILING M 65.0000 36,335.00 0.000 0.00 F) 11 TRANSITION RAILING (TYPE WB) EA 3,500.0000 17,500.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 8,000.00 0.000 0.00 13 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 32,500.00 0.000 0.00 14 CRASH CUSHION (REACT 9CBB) EA 51,000.0000 51,000.00 0.000 0.00 15 CRASH CUSHION (REACT 9SCBS) EA 53,000.0000 53,000.00 0.000 0.00 16 CONCRETE BARRIER (TYPE 60) M 214.0000 149,800.00 0.000 0.00 17 CONCRETE BARRIER (TYPE 60A) M 220.0000 19,800.00 0.000 0.00 18 CONCRETE BARRIER (TYPE 60C) M 500.0000 375,000.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 60D) M 200.0000 54,000.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 60E) M 665.0000 146,300.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 732A) M 450.0000 7,650.00 0.000 0.00 F) 22 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 24,750.00 0.000 0.00 23 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 14,880.00 0.000 0.00 24 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,500.00 0.000 0.00 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 360.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 26 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,000.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 27 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 160.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,600.00 0.000 0.00 29 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,800.00 0.000 0.00 30 HIGHWAY LIGHTING LS 300,000.0000 300,000.00 0.028 8,400.00 31 TRAFFIC OPERATION SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 0.248 37,200.00 0.759 113,850.00 32 TRAFFIC OPERATION SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.013 1,300.00 0.354 35,400.00 33 TRAFFIC OPERATION SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.213 10,650.00 0.213 10,650.00 34 TRAFFIC OPERATION SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.595 29,750.00 35 TRAFFIC OPERATION SYSTEM (LOCATION 5) LS 50,000.0000 50,000.00 0.149 7,450.00 36 TRAFFIC OPERATION SYSTEM (LOCATION 6) LS 200,000.0000 200,000.00 0.800 160,000.00 37 EXTINGUISHABLE MESSAGE SIGN RADIO LS 20,000.0000 20,000.00 0.000 0.00 CONTROL ASSEMBLY 38 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) LS 30,000.0000 30,000.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 HIGHWAY ADVISORY RADIO SYSTEM LS 40,000.0000 40,000.00 0.000 0.00 40 GENERAL PACKET RADIO SYSTEM WIRELESS EA 5,000.0000 15,000.00 0.000 0.00 MODEM ASSEMBLY 41 ADJUST PULL BOX EA 2,000.0000 4,000.00 0.000 0.00 42 BUILDING WORK (OMC) LS 1900,000.0000 1,900,000.00 0.000 0.00 43 BUILDING WORK (SUBSTATION, PORTAL NO. 1) LS 750,000.0000 750,000.00 0.000 0.00 44 BUILDING WORK (SUBSTATION, PORTAL NO. 2) LS 750,000.0000 750,000.00 0.000 0.00 45 BREAKTHROUGHTS AT RETAINING WALLS 5W AND LS 4000,000.0000 4,000,000.00 0.470 1,880,000.00 5E 46 TUNNEL EXCAVATION AND SUPPORT - M 30,200.0000 2,718,000.00 0.000 0.00 TOP HEADING - (CATEGORY IA) 47 TUNNEL EXCAVATION AND SUPPORT - M 35,100.0000 6,282,900.00 59.000 2,070,900.00 75.200 2,639,520.00 TOP HEADING - (CATEGORY IB) 48 TUNNEL EXCAVATION AND SUPPORT - M 39,300.0000 1,375,500.00 0.000 0.00 TOP HEADING - (CATEGORY II A) 49 TUNNEL EXCAVATION AND SUPPORT - M 48,000.0000 18,096,000.00 -1.400 -67,200.00 42.000 2,016,000.00 TOP HEADING - (CATEGORY II B) 50 TUNNEL EXCAVATION AND SUPPORT - M 57,000.0000 12,483,000.00 0.000 0.00 TOP HEADING - (CATEGORY III A) 51 TUNNEL EXCAVATION AND SUPPORT - M 62,000.0000 2,356,000.00 0.000 0.00 TOP HEADING - (CATEGORY III B) 52 TUNNEL EXCAVATION AND SUPPORT - M 78,100.0000 4,061,200.00 0.000 0.00 TOP HEADING - (CATEGORY IV) 53 TUNNEL EXCAVATION AND SUPPORT - M 12,960.0000 1,166,400.00 0.000 0.00 BENCH - (CATEGORY IA) 54 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 13,500.0000 2,416,500.00 0.000 0.00 (CATEGORY IB) 55 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 14,000.0000 490,000.00 0.000 0.00 (CATEGORY II A) 56 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 16,930.0000 6,382,610.00 0.000 0.00 (CATEGORY II B) 57 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 19,870.0000 4,351,530.00 0.000 0.00 (CATEGORY III A) 58 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 20,890.0000 793,820.00 0.000 0.00 (CATEGORY III B) 59 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 42,100.0000 2,189,200.00 0.000 0.00 (CATEGORY IV) 60 PHOTO SURVEY OF EXISTING STRUCTURES LS 269,000.0000 269,000.00 0.500 134,500.00 61 TUNNEL MONITORING LS 535,700.0000 535,700.00 0.039 20,892.30 0.082 43,927.40 62 CONTAMINATED EXCAVATED MATERIAL M3 45.0000 1,665,000.00 0.000 0.00 63 INITIAL LINING FIBER REINFORCED M3 2,894.0000 335,704.00 0.000 0.00 SHOTCRETE (ADDITIONAL SUPPORT) 64 DRILL AND GROUT ROCK DOWEL (2 M LONG) EA 456.0000 19,152.00 0.000 0.00 (ADDITIONAL SUPPORT) 65 DRILL AND GROUT ROCK DOWEL (4 M LONG) EA 744.0000 267,096.00 2.000 1,488.00 2.000 1,488.00 (ADDITIONAL SUPPORT) PROGRAM CAS145 PAGE 11 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 DRILL AND GROUT ROCK DOWEL (6 M LONG) EA 889.0000 88,900.00 0.000 0.00 (ADDITIONAL SUPPORT) 67 SELF DRILL AND GROUT ROCK DOWEL EA 538.0000 13,988.00 0.000 0.00 (2 M LONG) (ADDITIONAL SUPPORT) 68 SELF DRILL AND GROUT ROCK DOWEL EA 682.0000 27,280.00 0.000 0.00 (2.5 M LONG) (ADDITIONAL SUPPORT) 69 SELF DRILL AND GROUT ROCK DOWEL EA 746.0000 146,216.00 0.000 0.00 (4 M LONG) (ADDITIONAL SUPPORT) 70 SELF DRILL AND GROUT ROCK DOWEL EA 965.0000 29,915.00 0.000 0.00 (6 M LONG) (ADDITIONAL SUPPORT) 71 DRILL AND GROUT SPILES (3 M LONG) EA 482.0000 26,510.00 0.000 0.00 (ADDITIONAL SUPPORT) 72 DRILL AND GROUT SPILES (4 M LONG) EA 531.0000 450,819.00 254.000 134,874.00 254.000 134,874.00 (ADDITIONAL SUPPORT) 73 SELF DRILL GROUT SPILES (3 M LONG) EA 648.0000 35,640.00 0.000 0.00 (ADDITIONAL SUPPORT) 74 SELF DRILL GROUT SPILES (4 M LONG) EA 878.0000 610,210.00 0.000 0.00 (ADDITIONAL SUPPORT) 75 LATTICE GIRDERS (ADDITIONAL SUPPORT) EA 3,171.0000 47,565.00 8.000 25,368.00 8.000 25,368.00 76 FIBERGLASS FACE DOWELS (6 M LONG) EA 430.0000 89,440.00 0.000 0.00 (ADDITIONAL SUPPORT) 77 FIBERGLASS FACE DOWELS (12 M LONG) EA 840.0000 55,440.00 6.000 5,040.00 6.000 5,040.00 (ADDITIONAL SUPPORT) 78 FACE SEALING FIBER REINFORCED SHOTCRETE M3 2,555.0000 189,070.00 3.707 9,471.39 (ADDITIONAL SUPPORT) 79 INVERT FIBER REINFORCED SHOTCRETE M 18,859.0000 301,744.00 0.000 0.00 (TUNNEL) (ADDITIONAL SUPPORT) 80 INVERT FIBER REINFORCED SHOTCRETE M 5,890.0000 300,390.00 0.000 0.00 (CROSS PASSAGE) (ADDITIONAL SUPPORT) 81 PROBE HOLES (ADDITIONAL SUPPORT) M 185.0000 123,580.00 0.000 0.00 82 DRAIN HOLES (ADDITIONAL SUPPORT) M 444.0000 87,912.00 0.000 0.00 83 CROSS PASSAGE EXCAVATION AND INITIAL M 12,556.0000 941,700.00 0.000 0.00 SUPPORT - (CATEGORY I) 84 CROSS PASSAGE EXCAVATION AND INITIAL M 15,375.0000 2,413,875.00 0.000 0.00 SUPPORT - (CATEGORY II) 85 CROSS PASSAGE EXCAVATION AND INITIAL M 40,321.0000 1,572,519.00 0.000 0.00 SUPPORT - (CATEGORY III) 86 BORE NO. 3 BREAKTHROUGHS LS 247,000.0000 247,000.00 0.000 0.00 87 TUNNEL FINAL LINING (TYPE A) M 26,558.0000 18,988,970.00 0.000 0.00 88 TUNNEL FINAL LINING (TYPE B) M 26,919.0000 1,965,087.00 0.000 0.00 89 TUNNEL FINAL LINING (TYPE C1) M 31,497.0000 2,960,718.00 0.000 0.00 90 TUNNEL FINAL LINING (TYPE C2) M 31,534.0000 3,437,206.00 0.000 0.00 91 SHOTCRETE FINAL LINING M 4,501.0000 1,143,254.00 0.000 0.00 92 STRUCTURAL CONCRETE (CROSS PASSAGES) M3 950.0000 441,750.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 CONCRETE BARRIER (CROSS PASSAGES) M 1,620.0000 34,020.00 0.000 0.00 94 TUNNEL ARCHITECTURAL WORK LS 1800,000.0000 1,800,000.00 0.000 0.00 95 PREPARE AND STAIN CONCRETE M2 21.0000 328,650.00 0.000 0.00 (TUNNEL CROWN) 96 TUNNEL WATERPROOFING M2 93.0000 3,124,800.00 0.000 0.00 97 GEODRAIN M2 67.0000 112,560.00 0.000 0.00 98 250 MM PLASTIC PIPE UNDERDRAIN (TUNNEL) M 99.0000 196,812.00 0.000 0.00 99 150 MM PLASTIC PIPE UNDERDRAIN (TUNNEL) M 77.0000 102,410.00 0.000 0.00 00 UNDERDRAIN CLEANOUT COVER (TYPE A) EA 1,700.0000 34,000.00 0.000 0.00 01 UNDERDRAIN CLEANOUT COVER (TYPE B) EA 2,500.0000 47,500.00 0.000 0.00 02 UNDERDRAIN CLEANOUT COVER (TYPE C) EA 2,500.0000 2,500.00 0.000 0.00 03 TUNNEL JET FANS ELECTRICAL WORK LS 500,000.0000 500,000.00 0.000 0.00 04 TUNNEL JET FANS MECHANICAL WORK LS 3600,000.0000 3,600,000.00 0.000 0.00 05 TUNNEL LIGHTING LS 1000,000.0000 1,000,000.00 0.000 0.00 06 TUNNEL SCSDA/PLC CONTROL AND MONITORING LS 500,000.0000 500,000.00 0.000 0.00 SYSTEM 07 FIRE ALARM AND DETECTION SYSTEM (TUNNEL) LS 400,000.0000 400,000.00 0.000 0.00 08 TRAFFIC OPERATION SYSTEM (TUNNEL) LS 800,000.0000 800,000.00 0.000 0.00 09 CLOSED CIRCUIT TELEVISION SYSTEM LS 200,000.0000 200,000.00 0.294 58,800.00 0.294 58,800.00 10 ACCESS CONTROL AND INTRUSION DETECTION LS 200,000.0000 200,000.00 0.000 0.00 SYSTEM 11 TRAFFIC OPERATIONS SYSTEM COMMUNICATION LS 600,000.0000 600,000.00 0.000 0.00 SYSTEM 12 CROSS PASSAGES MECHANICAL WORK LS 300,000.0000 300,000.00 0.000 0.00 13 TUNNEL UNDERGROUND DUCTS LS 1000,000.0000 1,000,000.00 0.000 0.00 14 OUTSIDE PORTAL UNDERGROUND DUCTS LS 300,000.0000 300,000.00 0.000 0.00 15 TUNNEL CALL BOX LS 200,000.0000 200,000.00 0.000 0.00 16 STRONG MOTION DETECTION SYSTEM LS 300,000.0000 300,000.00 0.000 0.00 17 EXISTING SUBSTATION UPGRADE LS 400,000.0000 400,000.00 0.000 0.00 18 RELOCATE EQUIPMENT FROM EXISTING TO NEW LS 75,000.0000 75,000.00 0.000 0.00 OMC BUILDING 19 WATER MAINS (PORTAL NO. 1) LS 61,000.0000 61,000.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 20 WATER MAINS (PORTAL NO. 2) LS 29,000.0000 29,000.00 0.000 0.00 21 TUNNEL AND CROSS PASSAGES FIRE LS 400,000.0000 400,000.00 0.000 0.00 PROTECTION SYSTEM 22 FIRE PUMPS AND CONTROLLER LS 200,000.0000 200,000.00 0.000 0.00 23 SYSTEM COMMISSIONING LS 500,000.0000 500,000.00 0.000 0.00 24 TRAFFIC OPERATIONS SYSTEM SOFTWARE LS 50,000.0000 50,000.00 0.000 0.00 25 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 26 SOUND CONTROL AND MONITORING LS 650,000.0000 650,000.00 0.012 7,800.00 0.666 432,900.00 27 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 28 REMOVE POP-UP SYSTEM LS 31,000.0000 31,000.00 0.000 0.00 29 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 30 ARCHITECTURAL TREATMENT M2 30.0000 3,480.00 0.000 0.00 (TEXTURED SHOTCRETE) 31 PREPARE AND STAIN SHOTCRETE M2 20.0000 2,320.00 0.000 0.00 32 REMOVE POSITIVE BARRIER LS 26,500.0000 26,500.00 0.000 0.00 33 ASPHALTIC EMULSION (CURING SEAL) TONN 2,000.0000 6,000.00 0.000 0.00 34 SEAL PAVEMENT JOINT M 19.0000 6,840.00 0.000 0.00 35 EXCAVATION PLAN AND TEST SECTION LS 0.0000 10,000,000.00 0.460 4,600,000.00 PROGRAM CAS145 PAGE 14 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 09/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,584,222.80 29,496,885.49 ADJUSTMENT OF COMPENSATION 65,409.22 272,710.71 EXTRA WORK 111,162.42 773,971.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,760,794.44 30,543,567.75 36 MOBILIZATION LS 9589,000.0000 19,589,000.00 0.750 14,691,750.00 ORIGINAL CONTRACT AMOUNT 214,806,175.00 TOTAL WORK COMPLETED 3,760,794.44 45,235,317.75 MATERIALS ON HAND ON SITE 586,061.56 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 3,760,794.44 45,811,379.31 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 03/27/14 312 0 0 0 21% 23% PROGRESS IS SATISFACTORY JOB HAS 2 PHASES AND PEP TSIGELMAN, IGOR RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 11/22/10