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 06/17/11 EST. NO.20 TIME 05:48 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 0183 141.57 E.W. @ F.A.(+) 050911 N G213.0 0184 566.25 051011 N G214.0 0185 566.25 051111 N G215.0 0186 159.26 051211 N G216.0 0187 230.03 051611 N G218.0 0188 2,557.01 100910 N T_0863 0189 238.84 050311 N T_1544 0190 364.56 050511 N T_1545 0191 318.77 050911 N T_1546 0192 377.21 051011 N T_1547 0193 238.84 051211 N T_1548 0194 719.58 051711 N T_1549 0195 619.43 051911 N T_1550 0196 364.56 052011 N T_1551 0197 629.48 052311 N T_1552 0198 272.97 052411 N T_1553 0199 364.56 052611 N T_1554 0200 413.71 052711 N T_1555 0201 176.95 051311 N G219.0 006 0012 1,162.82 E.W. @ F.A.(+) 050411 N G212.0 0013 318.94 050611 N T_1543 011 0003 1,498.00 E.W. @ U.P (+) 060911 N CC11.3 012 0083 224.69 E.W. @ F.A.(+) 050211 N T_1559 0084 112.34 050311 N T_1560 0085 224.69 050411 N T_1561 0086 112.34 050511 N T_1562 0087 100.60 052411 N T_1563 014 0010 2,401.72 E.W. @ F.A.(+) 071310 N T_0190 0011 3,850.00 061011 Y CO14 0 019 0018 1,867.19 E.W. @ F.A.(+) 063010 N TS0246 0020 565.72 062310 N TS0290 0021 793.30 062410 N TS0291 0022 6,128.50 062410 N TS0292 0024 848.57 062510 N TS0294 0025 3,255.42 070110 N TS0341 029 0019 135.17 A.C. @ F.A.(+) 031811 N G189.0 0020 135.17 032111 N G190.0 0021 135.17 032211 N G191.0 0022 135.17 032311 N G192.0 0023 135.17 032411 N G193.0 0024 135.17 032511 N G194.0 0026 10,368.45 032911 N G196.0 0027 11,451.48 033011 N G197.0 0028 3,538.65 033111 N G198.0 0031 1,626.48 040711 N G201.0 0032 2,909.87 040811 N G202.0 032 0026 1,732.50 E.W. @ F.A.(+) 041311 Y T_1239 0027 1,820.50 041211 Y T_1238 0028 1,820.50 041111 Y T_1237 034 0009 3,098.10 E.W. @ F.A.(+) 091610 N TS0407 0010 2,619.34 091710 N TS0408 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 06/17/11 EST. NO.20 TIME 05:48 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 --------------------------------------------------------------------------- 0011 2,740.19 091810 N TS0409 0012 2,619.34 092010 N TS0410 0013 3,409.46 092110 N TS0411 0014 2,619.34 092210 N TS0412 0015 2,619.34 092310 N TS0413 0016 2,191.19 092410 N TS0414 0017 1,479.66 092910 N TS0415 0018 2,619.34 093010 N TS0416 0019 2,619.34 100110 N TS0417 0020 2,619.34 100410 N TS0419 0021 1,710.36 100510 N TS0420 0022 1,698.73 100610 N TS0421 0023 2,376.81 100710 N TS0422 0024 745.22 100810 N TS0423 0025 2,619.34 101210 N TS0424 0026 1,959.53 101310 N TS0425 0027 2,438.29 101410 N TS0426 0028 1,929.51 101510 N TS0427 0031 2,704.37 101810 N TS0459 0032 3,586.43 101910 N TS0460 0034 2,712.63 102010 N TS0463 0035 3,428.56 102110 N TS0464 0036 3,195.50 102210 N TS0465 0037 2,776.33 102310 N TS0466 0038 2,390.24 102510 N TS0467 0040 1,332.89 102710 N TS0469 0041 1,573.26 102810 N TS0470 0042 2,529.56 102910 N TS0471 0058 1,545.67 103010 N TS0487 0059 1,923.06 110110 N TS0488 0060 1,024.31 110210 N TS0489 0061 1,201.91 110310 N TS0490 0062 961.52 110410 N TS0491 0063 2,074.69 110510 N TS0492 0068 961.52 110810 N TS0550 0072 961.52 111910 N TS0555 0073 618.26 112010 N TS0556 0075 341.44 112310 N TS0558 0079 943.23 120310 N TS0631 0082 961.52 121010 N TS0636 0083 3,276.26 121310 N TS0637 0084 1,444.23 121410 N TS0638 0085 1,547.60 121610 N TS0639 0088 1,258.30 120810 N TS0634 0089 480.77 120910 N TS0635 061 0003 4,434.41 E.W. @ F.A.(+) 040811 N G203-0 093 0001 79,200.00 A.C. @ L.S.(+) 061411 N CCO930 0001-1 -79,200.00 061411 N CCO930 DAO CORRECTING ENTRY 0001-2 79,200.00 061411 Y CCO930 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 06/17/11 EST. NO.20 TIME 05:48 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 --------------------------------------------------------------------------- 246,985.88 TOTAL THIS ESTIMATE 2,456,236.49 TOTAL PREVIOUS ESTIMATE 2,703,222.37 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 06/17/11 EST. NO.20 TIME 05:48 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 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 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-24-5.1/6.2 ----------------------- 04-CC-24-0.0/1.3 TUTOR-SALIBA CORPORATION IN ALAMEDA AND CONTRA COSTA 15901 OLDEN STREET COUNTIES FROM EAST TEMESCAL SYLMAR, CA 91342 SEPARATION TO 0.8 KM EAST OF GATEWAY BOULEVARD FED. AID NO. SARR-P024(30)N ,A-P024(30)N ,HPLU-6204(83)N CONSTRUCT TUNNEL AND BUILDING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 72,000.0000 72,000.00 0.018 1,296.00 0.488 35,136.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,750.00 5.000 1,250.00 03 TIME-RELATED OVERHEAD LS 9000,000.0000 19,000,000.00 0.023 437,000.00 0.387 7,353,000.00 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 0.045 13,770.00 0.437 133,722.00 08 CONSTRUCTION SITE MANAGEMENT LS 528,000.0000 528,000.00 0.027 14,256.00 0.473 249,744.00 09 TEMPORARY STORM WATER RUN-ON BYPASS AND LS 1025,000.0000 1,025,000.00 0.013 13,325.00 0.665 681,625.00 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 0.635 12,319.00 PREVENTION PLAN 12 TEMPORARY FIBER ROLL M 10.0000 14,000.00 3,081.300 30,813.00 13 TEMPORARY SILT FENCE M 13.0000 70,200.00 724.000 9,412.00 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 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 8.000 8,000.00 (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 21,215.290 21,215.29 (BONDED FIBER MATRIX) 21 STREET SWEEPING LS 253,000.0000 253,000.00 0.028 7,084.00 0.469 118,657.00 22 TEMPORARY CONCRETE WASHOUT BIN EA 840.0000 74,760.00 24.000 20,160.00 PROGRAM CAS145 PAGE 2 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.023 9,683.00 0.381 160,401.00 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 19.000 665.00 19.000 665.00 28 TEMPORARY PAVEMENT MARKER EA 4.0000 4,840.00 5.000 20.00 211.000 844.00 29 PORTABLE CHANGEABLE MESSAGE SIGN EA 47,000.0000 235,000.00 0.070 3,290.00 3.120 146,640.00 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 5.000 150.00 5.000 150.00 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 30.800 154.00 792.190 3,960.95 STRIPE 42 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 24,300.00 290.400 871.20 1,075.720 3,227.16 43 REMOVE PAVEMENT MARKER EA 1.0000 2,100.00 9.000 9.00 129.000 129.00 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 3.000 201.00 3.000 201.00 49 REMOVE INLET EA 1,340.0000 28,140.00 2.000 2,680.00 3.000 4,020.00 PROGRAM CAS145 PAGE 3 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.950 386,650.00 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 98,550.00 241.000 8,796.50 265.380 9,686.37 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 855,000.00 408.040 15,505.52 15,581.315 592,089.97 71 ROADWAY EXCAVATION (TYPE Z-2) M3 181.0000 452,500.00 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 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,338.00 445.210 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 0.800 352.00 0.800 352.00 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 0.700 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 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 81,900.00 122.370 25,697.70 (6.35 MM THICK) 07 CLASS 4 AGGREGATE SUBBASE M3 85.0000 305,150.00 242.850 20,642.25 242.850 20,642.25 08 CLASS 3 AGGREGATE BASE M3 76.0000 98,800.00 78.250 5,947.00 78.250 5,947.00 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 742,300.00 139.410 18,123.30 139.410 18,123.30 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 2,477.422 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 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 773,080.00 127.000 637,540.00 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 1.560 3,853.20 13.340 32,949.80 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 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 154,030.00 105,500.000 154,030.00 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 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.900 870.00 19.900 5,970.00 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 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 82,000.00 148.000 740.00 1,439.000 7,195.00 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 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.065 123,500.00 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 0.940 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 6,282,900.00 216.400 7,595,640.00 TOP HEADING - (CATEGORY IB) 48 TUNNEL EXCAVATION AND SUPPORT - M 39,300.0000 1,375,500.00 4.200 165,060.00 144.200 5,667,060.00 TOP HEADING - (CATEGORY II A) 49 TUNNEL EXCAVATION AND SUPPORT - M 48,000.0000 18,096,000.00 52.800 2,534,400.00 159.400 7,651,200.00 TOP HEADING - (CATEGORY II B) 50 TUNNEL EXCAVATION AND SUPPORT - M 57,000.0000 12,483,000.00 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 7.700 601,370.00 54.500 4,256,450.00 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 35.237 475,699.50 (CATEGORY IB) 55 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 14,000.0000 490,000.00 22.796 319,144.00 (CATEGORY II A) 56 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 16,930.0000 6,382,610.00 6.546 110,823.78 23.904 404,694.72 (CATEGORY II B) 57 TUNNEL EXCAVATION AND SUPPORT - BENCH - M 19,870.0000 4,351,530.00 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 0.047 25,177.90 0.419 224,458.30 62 CONTAMINATED EXCAVATED MATERIAL M3 45.0000 1,665,000.00 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 94.000 69,936.00 (ADDITIONAL SUPPORT) PROGRAM CAS145 PAGE 11 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 (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 78.000 41,418.00 1,514.000 803,934.00 (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 47.000 41,266.00 47.000 41,266.00 (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 17.000 7,310.00 28.000 12,040.00 (ADDITIONAL SUPPORT) 77 FIBERGLASS FACE DOWELS (12 M LONG) EA 840.0000 55,440.00 24.000 20,160.00 61.000 51,240.00 (ADDITIONAL SUPPORT) 78 FACE SEALING FIBER REINFORCED SHOTCRETE M3 2,555.0000 189,070.00 98.000 250,390.00 98.000 250,390.00 (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 87,912.00 356.000 158,064.00 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 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.036 36,000.00 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 0.232 139,200.00 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 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 487,500.00 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 0.400 4,000,000.00 0.930 9,300,000.00 PROGRAM CAS145 PAGE 14 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-294914 TIME 05:48 PM ESTIMATE NO. 20 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 06/20/11 R.E. NAME: TSIGELMAN, IGOR DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,384,634.25 65,681,849.17 ADJUSTMENT OF COMPENSATION 109,905.95 733,557.88 EXTRA WORK 137,079.93 1,969,664.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,631,620.13 68,385,071.54 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 8,631,620.13 86,994,621.54 MATERIALS ON HAND ON SITE 837,145.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 8,631,620.13 87,821,767.04 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 03/27/14 524 0 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU JOB HAS TWO PHASES TSIGELMAN, IGOR RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/11