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 03/21/11 EST. NO.17 TIME 04:45 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 0124 354.32 E.W. @ F.A.(+) 010611 N G180.0 0125 137.85 021711 N T_0818 0126 749.79 021211 N T_0819 0127 278.65 021111 N T_0820 0128 278.65 020711 N T_0821 0129 1,106.60 100810 N T_0822 003 0019 155.45 E.W. @ F.A.(+) 030111 N T_0843 0020 176.59 081310 N T_0855 0021 106.55 010511 N T_0856 0023 567.95 052510 N T_0858 0024 540.63 030111 N T_0859 006 0008 1,766.39 E.W. @ F.A.(+) 011311 N G179.0 0009 368.65 012011 N R161.0 012 0054 1,047.02 E.W. @ F.A.(+) 021611 N T_0825 018 0032 576.14 E.W. @ F.A.(+) 110310 N R009.0 0033 1,675.93 110410 N R010.0 0034 371.18 121610 N R011.0 0035 7,452.04 122310 N R012.0 0036 570.57 120610 N P_0846 029 0003 1,971.50 A.C. @ F.A.(+) 092510 N G062.0 0008 776.24 120110 N G168.0 0009 911.19 120210 N G169.0 0010 384.58 121310 N G170.0 0012 1,440.57 010711 N G173.0 0014 6,431.22 020511 N G181.0 040 0004 38,596.00 A.C. @ L.S.(+) 021411 Y CO0400 050 0001 32,324.66 E.W. @ L.S.(+) 020711 Y CO0500 068 0001 15,556.00 A.C. @ L.S.(+) 122010 Y CO0680 116,672.91 TOTAL THIS ESTIMATE 1,505,758.47 TOTAL PREVIOUS ESTIMATE 1,622,431.38 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 03/21/11 EST. NO.17 TIME 04:45 PM R.E. NAME: TSIGELMAN, IGOR 04-294914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE PICKUP JUNE2-10 -24,000.00 06 JUNE 2010 ESTIMATE 24,000.00 07 AUG SCHEDULE UPDATE -3,295,220.00 10 AUG SCHEDULE UPDATE 3,295,220.00 11 0.00 0.00 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 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 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 0.018 1,296.00 0.434 31,248.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,750.00 4.000 1,000.00 03 TIME-RELATED OVERHEAD LS 9000,000.0000 19,000,000.00 0.021 399,000.00 0.319 6,061,000.00 04 TEMPORARY WILDLIFE EXCLUSION FENCE M 83.0000 141,100.00 975.000 80,925.00 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 0.024 12,672.00 0.393 207,504.00 09 TEMPORARY STORM WATER RUN-ON BYPASS AND LS 1025,000.0000 1,025,000.00 0.008 8,200.00 0.636 651,900.00 EXCAVATION DEWATERING 10 HEALTH AND SAFETY PLAN LS 5,600.0000 5,600.00 0.900 5,040.00 11 PREPARE STORM WATER POLLUTION LS 19,400.0000 19,400.00 0.009 174.60 0.608 11,795.20 PREVENTION PLAN 12 TEMPORARY FIBER ROLL M 10.0000 14,000.00 572.300 5,723.00 3,081.300 30,813.00 13 TEMPORARY SILT FENCE M 13.0000 70,200.00 203.600 2,646.80 652.400 8,481.20 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 5.000 22,000.00 16 TEMPORARY COVER M2 4.0000 28,000.00 4,500.000 18,000.00 17 TEMPORARY CHECK DAM M 64.0000 7,680.00 15.000 960.00 18 MOVE-IN/MOVE-OUT EA 1,000.0000 10,000.00 7.000 7,000.00 (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 0.025 6,325.00 0.386 97,658.00 22 TEMPORARY CONCRETE WASHOUT BIN EA 840.0000 74,760.00 15.000 12,600.00 24.000 20,160.00 PROGRAM CAS145 PAGE 2 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.642 66,768.00 24 TRAFFIC CONTROL SYSTEM LS 421,000.0000 421,000.00 0.022 9,262.00 0.314 132,194.00 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 2.910 136,770.00 30 TEMPORARY RAILING (TYPE K) M 98.0000 661,990.00 1,353.690 132,661.62 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 146,740.00 824.010 18,128.22 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 24,300.00 785.320 2,355.96 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 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.000 4,260.00 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 0.100 40,700.00 0.650 264,550.00 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 2.000 3,000.00 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 1.000 70,000.00 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 15,173.275 576,584.45 71 ROADWAY EXCAVATION (TYPE Z-2) M3 181.0000 452,500.00 36.700 6,642.70 36.700 6,642.70 (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 0.700 35,000.00 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 22,470.00 777.220 16,321.62 F) PROGRAM CAS145 PAGE 4 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,254.070 32,605.82 F) 78 STRUCTURE EXCAVATION (SECANT PILE WALL) M3 26.0000 13,338.00 -5.000 -130.00 445.210 11,575.46 F) 79 STRUCTURE EXCAVATION (PORTAL NO. 1) M3 22.0000 94,160.00 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 32,620.00 233.000 32,620.00 F) 89 SOIL NAIL ASSEMBLY (RW-1E) M 126.0000 531,720.00 3,211.870 404,695.62 90 SOIL NAIL ASSEMBLY (RW-4E, 6E) M 126.0000 331,506.00 1,576.290 198,612.54 91 SOIL NAIL ASSEMBLY (RW-7E) M 126.0000 17,136.00 142.900 18,005.40 92 SOIL NAIL ASSEMBLY (RW-8W) M 126.0000 33,264.00 281.600 35,481.60 93 GROUTED ANCHOR ASSEMBLY (RW-5W, 5E) M 101.0000 421,776.00 3,168.000 319,968.00 94 RETAINING WALL MONITORING LS 25,000.0000 25,000.00 0.030 750.00 0.700 17,500.00 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 1.780 11,570.00 97 EROSION CONTROL (NETTING) M2 5.0000 66,650.00 4,021.120 20,105.60 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 0.280 280.00 PROGRAM CAS145 PAGE 5 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 20.000 4,200.00 67.800 14,238.00 (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 -23.850 -30,289.50 2,477.422 3,146,325.94 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 406,700.00 414.645 406,352.10 30 STEEL SOLDIER PILE (W 360 X 179) M 880.0000 356,400.00 405.000 356,400.00 PROGRAM CAS145 PAGE 6 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 75.000 79,500.00 32 STEEL SOLDIER PILE (W 360 X 314) M 1,520.0000 252,320.00 166.000 252,320.00 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 1,147.295 546,112.42 36 830 DRILLED HOLE M 720.0000 141,120.00 195.000 140,400.00 37 900 MM DRILLED HOLE M 800.0000 144,800.00 181.000 144,800.00 38 TIEBACK ANCHOR EA 5,020.0000 773,080.00 -5.000 -25,100.00 123.000 617,460.00 39 STRUCTURAL CONCRETE, RETAINING WALL M3 1,074.0000 1,392,978.00 114.810 123,305.94 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 111,748.00 614.000 111,748.00 F) 44 MINOR CONCRETE (MINOR STRUCTURE) M3 2,470.0000 414,960.00 1.440 3,556.80 11.780 29,096.60 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 -2,374.000 -4,985.40 53,200.400 111,720.84 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 -2,464.002 -3,597.44 105,500.000 154,030.00 F) 54 SHOTCRETE M3 800.0000 515,200.00 284.010 227,208.00 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 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 266,200.00 103.030 206,060.00 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 0.500 27,000.00 72 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 13,750.00 14.996 3,749.00 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 11,368.00 308.510 8,638.28 PROGRAM CAS145 PAGE 8 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.800 1,680.00 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 1,291.000 6,455.00 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 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.078 23,400.00 31 TRAFFIC OPERATION SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 0.759 113,850.00 32 TRAFFIC OPERATION SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.474 47,400.00 33 TRAFFIC OPERATION SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 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 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.345 1,380,000.00 0.940 3,760,000.00 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 6,282,900.00 205.600 7,216,560.00 TOP HEADING - (CATEGORY IB) 48 TUNNEL EXCAVATION AND SUPPORT - M 39,300.0000 1,375,500.00 49.800 1,957,140.00 84.000 3,301,200.00 TOP HEADING - (CATEGORY II A) 49 TUNNEL EXCAVATION AND SUPPORT - M 48,000.0000 18,096,000.00 14.000 672,000.00 56.000 2,688,000.00 TOP HEADING - (CATEGORY II B) 50 TUNNEL EXCAVATION AND SUPPORT - M 57,000.0000 12,483,000.00 -1.400 -79,800.00 16.800 957,600.00 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 7.400 577,940.00 13.120 1,024,672.00 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 33.478 451,953.00 (CATEGORY IB) 55 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 14,000.0000 490,000.00 8.109 113,526.00 13.678 191,492.00 (CATEGORY II A) 56 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 16,930.0000 6,382,610.00 2.219 37,567.67 9.119 154,384.67 (CATEGORY II B) 57 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 19,870.0000 4,351,530.00 -0.228 -4,530.36 2.736 54,364.32 (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 0.046 24,642.20 0.259 138,746.30 62 CONTAMINATED EXCAVATED MATERIAL M3 45.0000 1,665,000.00 1,759.900 79,195.50 1,759.900 79,195.50 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 4.000 2,976.00 91.000 67,704.00 (ADDITIONAL SUPPORT) PROGRAM CAS145 PAGE 11 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 20.000 17,780.00 20.000 17,780.00 (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 450,819.00 120.000 63,720.00 1,204.000 639,324.00 (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 22.000 69,762.00 76 FIBERGLASS FACE DOWELS (6 M LONG) EA 430.0000 89,440.00 8.000 3,440.00 8.000 3,440.00 (ADDITIONAL SUPPORT) 77 FIBERGLASS FACE DOWELS (12 M LONG) EA 840.0000 55,440.00 9.000 7,560.00 37.000 31,080.00 (ADDITIONAL SUPPORT) 78 FACE SEALING FIBER REINFORCED SHOTCRETE M3 2,555.0000 189,070.00 0.000 0.00 (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 87,912.00 332.000 147,408.00 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 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 0.264 79,200.00 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 0.240 96,000.00 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 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.714 464,100.00 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 3,480.00 116.000 3,480.00 (TEXTURED SHOTCRETE) 31 PREPARE AND STAIN SHOTCRETE M2 20.0000 2,320.00 116.000 2,320.00 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 0.530 5,300,000.00 PROGRAM CAS145 PAGE 14 DATE 03/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 04:45 PM ESTIMATE NO. 17 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 03/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 03/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,313,893.57 47,651,177.49 ADJUSTMENT OF COMPENSATION 66,067.30 504,817.70 EXTRA WORK 50,605.61 1,117,613.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,430,566.48 49,273,608.87 36 MOBILIZATION LS 9589,000.0000 19,589,000.00 0.950 18,609,550.00 ORIGINAL CONTRACT AMOUNT 214,806,175.00 TOTAL WORK COMPLETED 5,430,566.48 67,883,158.87 MATERIALS ON HAND ON SITE 977,352.49 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 5,430,566.48 68,840,511.36 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 03/27/14 432 0 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU JOB HAS TWO PHASES TSIGELMAN, IGOR RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/11