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 04/25/11 EST. NO.36 TIME 02:01 PM R.E. NAME: GURFINKEL, VLADIMIR Y. 07-168004 --------------------------------------------------------------------------- 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 0862 400.75 E.W. @ F.A.(+) 100510 Y 5802.0 0865 14,981.98 071310 N 1312.0 0869 3,825.83 102910 Y 5808.0 0871 1,220.82 110910 N 1316.0 0873 561.90 110210 Y 5816.0 0874 618.04 110310 Y 5818.0 0875 695.29 110410 Y 5820.0 0877 1,866.52 100910 Y 5822.0 0878 402.54 111010 Y 5823.0 0879 2,652.46 113010 N 1327.0 0880 1,203.09 121910 N 1328.0 0881 563.58 121910 N 1330.0 0882 1,655.39 120610 N 1335.0 0884 202.42 120510 N 1346.0 0885 202.42 120610 N 1347.0 0886 202.42 120710 N 1348.0 0887 202.42 120810 N 1349.0 0888 202.42 120910 N 1350.0 0889 202.42 121010 N 1351.0 0890 202.42 121110 N 1352.0 0891 202.42 121210 N 1353.0 0892 202.42 121310 N 1354.0 0893 202.42 121410 N 1355.0 0894 202.42 121510 N 1356.0 0895 202.42 121610 N 1357.0 0896 202.42 121710 N 1358.0 0897 202.42 121810 N 1359.0 0898 202.42 121910 N 1360.0 0899 202.42 122010 N 1361.0 0901 121.33 110210 Y 5815.1 0902 1,793.58 110910 Y 5825.0 0903 1,009.59 111010 Y 5826.0 0904 1,183.70 112210 Y 5827.0 0905 1,390.63 111610 Y 5829.0 0906 1,192.50 113010 Y 5830.0 0907 386.28 121010 Y 5836.0 0908 973.81 121310 Y 5837.0 0909 1,289.90 121410 Y 5838.0 0910 1,305.23 121510 Y 5839.0 0911 1,311.10 121610 Y 5841.0 0912 2,261.87 122110 N 1366.0 0913 202.42 113010 N 1341.0 0914 202.42 120110 N 1342.0 0915 202.42 120210 N 1343.0 0916 202.42 120310 N 1344.0 0917 77.26 112910 Y 5843.0 0918 344.16 120210 Y 5844.0 0919 540.78 120810 Y 5845.0 0920 540.78 120910 Y 5846.0 0921 231.77 121210 Y 5847.0 0922 3,137.14 120610 Y 5851.0 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 04/25/11 EST. NO.36 TIME 02:01 PM R.E. NAME: GURFINKEL, VLADIMIR Y. 07-168004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0923 901.89 011011 Y 5852.0 0924 1,849.35 122310 Y 5853.0 0925 426.31 011411 Y 5861.0 0926 1,672.07 011911 Y 5862.0 0927 522.53 012111 Y 5863.0 0928 168.72 120610 Y 5851.1 0929 166.29 020111 Y 5874.0 0930 450.95 020311 Y 5875.0 0931 215.01 021111 Y 5879.0 0932 1,338.99 010411 Y 5881.0 0934 656.00 022311 Y 5890.0 0935 1,881.66 030811 N 1393.0 0936 4,383.24 010311 N 1396.0 0937 394.25 020811 N 1397.0 0938 1,672.40 022811 Y 5896.0 0939 698.18 030211 Y 5899.0 0940 2,007.06 030711 Y 5910.0 0941 1,203.82 030911 Y 5913.0 0942 1,041.42 031011 Y 5915.0 0943 1,625.64 022211 Y 5920.0 0944 1,418.95 022511 Y 5923.0 0945 983.87 031111 Y 5927.0 0946 1,311.84 031411 Y 5928.0 0947 901.89 031511 Y 5929.0 0948 986.26 022411 Y 5942.0 0949 409.95 032411 Y 5943.0 0950 1,013.35 033111 Y 5948.0 0951 827.96 040111 Y 5949.0 0952 2,170.49 030111 N 5953.0 0953 3,363.05 030411 N 5954.0 0954 3,261.53 030811 N 5955.0 002 0078 672.46 E.W. @ F.A.(+) 032311 N 1400.0 006 0018 1,262.50 E.W. @ F.A.(+) 072710 Y 5743.2 0020 1,862.50 012611 Y 5867.0 036 0056 2,549.34 E.W. @ F.A.(+) 102110 N 1310.0 0057 1,118.53 102210 N 1313.0 0058 3,183.62 102210 N 1314.0 0059 2,534.52 110610 N 1317.0 0061 309.01 110310 Y 5819.0 0062 827.69 120810 N 1329.0 0063 1,548.55 121910 N 1331.0 0064 5,345.54 102910 N 1337.0 0066 3,721.42 110310 N 1340.0 0067 3,797.07 110110 Y 5809.0 0068 770.41 121510 Y 5840.0 0069 727.05 121610 Y 5842.0 0070 736.52 122310 N 1362.0 0071 1,034.62 122210 N 1363.0 0072 3,681.06 121710 N 1364.0 0073 2,091.29 121810 N 1365.0 0074 767.10 122310 N 1377.0 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 04/25/11 EST. NO.36 TIME 02:01 PM R.E. NAME: GURFINKEL, VLADIMIR Y. 07-168004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0076 1,240.73 122010 Y 5854.0 0077 1,983.59 122210 Y 5855.0 0078 3,727.73 122310 Y 5856.0 0079 614.24 011011 Y 5857.0 0080 690.51 011111 Y 5858.0 0081 9,788.63 122110 Y 5868.0 0082 4,783.32 012611 Y 5883.0 0083 6,247.28 012711 Y 5884.0 0085 618.04 022111 Y 5887.0 0086 3,348.78 022011 N 1394.0 0087 4,093.41 021911 N 1395.0 0088 3,263.61 100810 N 1399.0 0089 1,933.53 030311 Y 5900.0 0090 867.68 021611 Y 5902.0 0091 1,041.42 030811 Y 5911.0 0092 1,527.33 031011 Y 5916.0 0093 529.23 030911 Y 5914.0 0094 3,947.76 021711 Y 5919.0 044 0006 7,700.00 E.W. @ U.P (+) 041911 N 0004 0 089 0008 1,747.78 E.W. @ F.A.(+) 020111 Y 5870.0 0009 433.57 020311 Y 5871.0 0010 1,045.64 020411 Y 5872.0 0011 4,490.91 020711 Y 5873.0 0012 517.83 020811 Y 5876.0 0013 3,572.46 020811 Y 5877.0 0014 2,404.63 020911 Y 5878.0 0015 3,155.90 021811 Y 5880.0 0016 2,557.26 022111 Y 5886.0 0017 119.67 022211 Y 5888.0 0018 3,385.90 022211 Y 5889.0 0019 3,442.92 022311 Y 5891.0 0020 1,790.04 022311 Y 5892.0 0021 3,177.82 022411 Y 5893.0 0022 1,391.19 022511 Y 5894.0 0023 2,313.84 022511 Y 5895.0 0024 1,123.49 111510 N 1398.0 0026 4,044.13 030111 Y 5898.0 0027 1,263.60 030311 Y 5901.0 0028 4,739.57 020911 Y 5903.0 0029 1,774.74 021011 Y 5904.0 0030 2,622.75 021111 Y 5905.0 0031 1,439.94 021411 Y 5906.0 0032 2,461.10 021511 Y 5907.0 0033 4,179.74 021711 Y 5908.0 0034 1,480.56 030711 Y 5909.0 0035 1,450.39 030911 Y 5912.0 0036 405.94 031111 Y 5917.0 0037 3,635.71 021011 Y 5918.0 0038 2,038.03 022411 Y 5922.0 0039 4,759.91 030211 Y 5924.0 0040 8,510.70 030811 Y 5925.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 04/25/11 EST. NO.36 TIME 02:01 PM R.E. NAME: GURFINKEL, VLADIMIR Y. 07-168004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0041 2,642.48 031011 Y 5926.0 0044 403.88 030311 N 5956.0 0045 1,518.48 030711 N 5957.0 094 0002 4,393.20 E.W. @ L.S.(+) 113010 N 0002 0 280,636.24 TOTAL THIS ESTIMATE 8,760,086.28 TOTAL PREVIOUS ESTIMATE 9,040,722.52 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 04/25/11 EST. NO.36 TIME 02:01 PM R.E. NAME: GURFINKEL, VLADIMIR Y. 07-168004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ISOLATION CASING -5,000.00 10 SWPPP NON-COMPLIANCE -10,000.00 21 SWPPP NON-COMPLIANCE -2,500.00 27 SWPPP COMPLIANCE 10,000.00 29 0.00 -7,500.00 TOTAL DEDUCTIONS 0.00 -7,500.00 PROGRAM CAS145 PAGE 1 DATE 04/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:01 PM ESTIMATE NO. 36 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 04/25/11 LOCATION PROGRESS ESTIMATE 07-LA-5-R44.2/R46.0 ----------------- MCM SECURITY PAVING, JV IN LOS ANGELES COUNTY IN SANTA 19010 SLOVER AVE/PO BOX 867 CLARITA ON ROUTE 5 AND ON ROUTE 14 BLOOMINGTON, CA 92316 FED. AID NO. CMLN-6207(46)N CONSTRUCT HOV LANES AND CONNECTORS ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.500 5,000.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 5,000,000.00 21.000 105,000.00 605.000 3,025,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 17.0000 5,950.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 300,000.0000 300,000.00 0.021 6,300.00 0.605 181,500.00 05 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.500 2,250.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL BLANKET M2 2.0000 376,000.00 0.000 0.00 07 TEMPORARY FIBER ROLL M 10.0000 100,000.00 259.000 2,590.00 26,658.920 266,589.20 08 TEMPORARY SILT FENCE M 9.5000 35,625.00 168.000 1,596.00 4,708.880 44,734.36 09 TEMPORARY GRAVEL BAG BERM M 15.0000 112,500.00 183.000 2,745.00 9,049.420 135,741.30 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 33,000.00 0.000 0.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 24.000 72,000.00 12 TEMPORARY COVER M2 6.0000 6,000.00 15,499.700 92,998.20 13 TEMPORARY STRAW BALE BARRIER M 45.0000 8,550.00 18.290 823.05 14 MOVE-IN/MOVE-OUT EA 540.0000 6,480.00 1.000 540.00 (TEMPORARY EROSION CONTROL) 15 TEMPORARY HYDRAULIC MULCH M2 0.6500 187,850.00 69,918.000 45,446.70 (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 250,000.0000 250,000.00 0.021 5,250.00 0.605 151,250.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 60,000.0000 60,000.00 0.021 1,260.00 0.605 36,300.00 18 CONSTRUCTION AREA SIGNS LS 45,600.0000 45,600.00 0.014 638.40 0.632 28,819.20 S) 19 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 0.021 17,850.00 0.622 528,700.00 S) 20 TYPE III BARRICADE EA 110.0000 3,520.00 2.000 220.00 21 TEMPORARY PAVEMENT MARKING (PAINT) M2 66.0000 5,412.00 66.300 4,375.80 22 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 114,900.00 36,908.020 110,724.06 PROGRAM CAS145 PAGE 2 DATE 04/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:01 PM ESTIMATE NO. 36 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 04/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7400 42,328.00 4,684.000 3,466.16 47,666.540 35,273.24 24 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 250.000 8,750.00 793.000 27,755.00 S) 25 TEMPORARY PAVEMENT MARKER EA 3.7000 63,270.00 10,249.000 37,921.30 26 TEMPORARY RAILING (TYPE K) M 50.0000 1,245,000.00 1,037.000 51,850.00 21,336.470 1,066,823.50 27 TEMPORARY CRASH CUSHION MODULE EA 210.0000 142,800.00 21.000 4,410.00 544.000 114,240.00 28 ABANDON PIPELINE M 160.0000 36,800.00 129.200 20,672.00 29 OBLITERATE SURFACING M2 4.5000 7,335.00 40.000 180.00 30 REMOVE METAL BEAM GUARD RAILING M 25.0000 35,750.00 41.760 1,044.00 1,510.680 37,767.00 31 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6800 26,880.00 8,752.720 14,704.57 STRIPE 32 REMOVE PAINTED TRAFFIC STRIPE M 1.1000 70,180.00 4,244.000 4,668.40 23,095.470 25,405.02 33 REMOVE PAVEMENT MARKING M2 16.2000 1,782.00 58.500 947.70 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.1500 33,810.00 1,744.000 2,005.60 31,719.030 36,476.88 35 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 27.0000 3,510.00 43.900 1,185.30 36 REMOVE PAVEMENT MARKER EA 0.8100 22,761.00 11,279.000 9,135.99 37 REMOVE ROADSIDE SIGN EA 150.0000 1,050.00 0.000 0.00 38 REMOVE ROADSIDE SIGN PANEL EA 250.0000 750.00 0.000 0.00 39 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 5.000 20,000.00 40 REMOVE SIGN OVERLAY M2 150.0000 525.00 0.000 0.00 41 REMOVE ASPHALT CONCRETE DIKE M 5.0000 19,250.00 2,228.500 11,142.50 42 REMOVE PIPE M 70.0000 18,900.00 155.000 10,850.00 43 REMOVE INLET EA 1,200.0000 21,600.00 19.000 22,800.00 44 REMOVE JUNCTION BOX EA 1,800.0000 1,800.00 1.000 1,800.00 45 RECONSTRUCT METAL BEAM GUARD RAILING M 110.0000 1,760.00 0.000 0.00 46 RESET ROADSIDE SIGN EA 400.0000 400.00 0.000 0.00 47 REMOVE CONCRETE CURB M 9.0000 10,980.00 1,090.000 9,810.00 48 REMOVE CONCRETE BARRIER M 13.5000 36,045.00 640.000 8,640.00 49 CAP INLET EA 1,500.0000 37,500.00 28.000 42,000.00 PROGRAM CAS145 PAGE 3 DATE 04/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:01 PM ESTIMATE NO. 36 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 04/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL LS 150,000.0000 150,000.00 1.000 150,000.00 F) 51 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 52 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 53 BRIDGE REMOVAL (PORTION), LOCATION C LS 350,000.0000 350,000.00 0.300 105,000.00 0.800 280,000.00 54 BRIDGE REMOVAL (PORTION), LOCATION D LS 250,000.0000 250,000.00 1.000 250,000.00 55 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 1.000 60,000.00 56 BRIDGE REMOVAL (PORTION), LOCATION F LS 50,000.0000 50,000.00 1.000 50,000.00 57 ROADWAY EXCAVATION M3 22.0000 2,662,000.00 300.000 6,600.00 114,053.938 2,509,186.64 58 ROADWAY EXCAVATION (TYPE Y-1) M3 26.7000 150,054.00 5,620.000 150,054.00 (AERIALLY DEPOSITED LEAD) 59 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 60 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 777,800.00 3,514.000 702,800.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 369,750.00 289.800 43,470.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.3000 1,381,712.60 32,654.000 1,152,686.20 F) 63 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 80.0000 6,240.00 78.000 6,240.00 F) 64 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 80.0000 4,800.00 35.000 2,800.00 F) 65 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 229,250.00 2,924.000 204,680.00 F) 66 STRUCTURE BACKFILL (ISOLATION CASING) M3 400.0000 332,000.00 207.810 83,124.00 SF) 67 STRUCTURE BACKFILL (RETAINING WALL) M3 51.0000 1,524,900.00 20,936.260 1,067,749.26 68 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 240.0000 4,080.00 17.000 4,080.00 F) 69 PERVIOUS BACKFILL MATERIAL M3 125.0000 44,750.00 155.000 19,375.00 F) 70 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 275,550.00 1,684.110 185,252.10 F) WALL) 71 LEAN CONCRETE BACKFILL M3 400.0000 4,800.00 12.000 4,800.00 F) 72 SOIL NAIL ASSEMBLY M 70.0000 2,545,900.00 36,767.250 2,573,707.50 S) 73 HIGHWAY PLANTING LS 20,900.0000 20,900.00 0.000 0.00 S) 74 EROSION CONTROL (TYPE D) M2 2.9200 1,314.00 0.000 0.00 S) 75 EROSION CONTROL (TYPE BFM) M2 3.1000 169,880.00 15,644.130 48,496.80 84,033.380 260,503.48 S) 76 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 540.0000 2,160.00 1.000 540.00 3.000 1,620.00 S) PROGRAM CAS145 PAGE 4 DATE 04/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:01 PM ESTIMATE NO. 36 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 04/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLANT (GROUP W) EA 6.3000 2,016.00 0.000 0.00 S) 78 PLANT ESTABLISHMENT WORK LS 32,335.0000 32,335.00 0.000 0.00 S) 79 IRRIGATION SYSTEM LS 39,500.0000 39,500.00 0.000 0.00 S) 80 CLASS 3 AGGREGATE BASE M3 39.9500 735,080.00 16,566.790 661,843.26 81 LEAN CONCRETE BASE M3 187.0000 2,561,900.00 10,146.880 1,897,466.56 82 LEAN CONCRETE BASE (RAPID STRENGTH) M3 535.0000 90,950.00 0.000 0.00 S) 83 ASPHALT CONCRETE (TYPE B) TONN 93.0000 1,199,700.00 13,307.380 1,237,586.34 84 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.0000 11,680.00 824.000 6,592.00 1,598.000 12,784.00 85 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 5,200.00 345.000 2,760.00 507.000 4,056.00 86 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 8.0000 2,560.00 520.000 4,160.00 891.000 7,128.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 3,280.00 346.000 2,768.00 488.000 3,904.00 88 CONCRETE PAVEMENT M3 262.0000 6,838,200.00 18,637.000 4,882,894.00 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 SEAL PAVEMENT JOINT M 13.8500 411,345.00 2,380.000 32,963.00 17,601.000 243,773.85 91 SEAL LONGITUDINAL ISOLATION JOINT M 30.3500 342,955.00 1,067.000 32,383.45 8,254.000 250,508.90 92 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 93 GRIND EXISTING CONCRETE M2 11.0000 37,070.00 0.000 0.00 PAVEMENT 94 MICROPILE (NO 32 REINFORCEMENT) M 150.0000 3,000.00 38.500 5,775.00 S) 95 FURNISH STEEL SOLDIER PILING (W360X347) M 500.0000 52,000.00 104.000 52,000.00 96 2.6 M PERMANENT STEEL CASING M 3,300.0000 610,500.00 197.560 651,948.00 97 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 260.0000 349,700.00 1,100.360 286,093.60 S) PILING 98 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,675.0000 112,350.00 21.000 56,175.00 S) PILING 99 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 24,000.0000 768,000.00 15.800 379,200.00 S) PILING 00 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 2,330,000.00 460.436 2,302,180.00 S) PILING (ROCK SOCKET) 01 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 481,000.00 197.564 513,666.40 PILING 02 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 1,792,000.00 20.400 326,400.00 S) PILING 03 4.1 M CAST-IN-DRILLED-HOLE CONCRETE M 17,000.0000 952,000.00 58.000 986,000.00 S) PILING PROGRAM CAS145 PAGE 5 DATE 04/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:01 PM ESTIMATE NO. 36 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 04/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 704,000.00 22.200 355,200.00 S) PILING (ROCK SOCKET) 05 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 11,000.0000 1,254,000.00 24.200 266,200.00 S) PILING (ROCK SOCKET) 06 4.1 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 1,280,000.00 80.100 1,281,600.00 S) PILING (ROCK SOCKET) 07 760 MM DRILLED HOLE M 1,000.0000 108,000.00 108.000 108,000.00 08 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1000,000.0000 1,000,000.00 0.550 550,000.00 S) 09 TIEBACK ANCHOR EA 2,000.0000 8,000.00 6.000 12,000.00 S) 10 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 533,400.00 831.600 498,960.00 F) 11 STRUCTURAL CONCRETE, BRIDGE M3 1,040.0000 22,226,880.00 96.000 99,840.00 11,647.550 12,113,452.00 F) 12 STRUCTURAL CONCRETE, CRASH WALL M3 800.0000 56,000.00 70.000 56,000.00 F) 13 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 5,457,500.00 9,491.300 4,745,650.00 F) 14 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 267,600.00 579.000 231,600.00 F) (TYPE N) 15 MINOR CONCRETE (MINOR STRUCTURE) M3 1,605.0000 396,435.00 498.030 799,338.15 F) 16 ARCHITECTURAL TREATMENT M2 10.0000 175,200.00 14,952.000 149,520.00 F) (FRACTURED GRANITE TEXTURE) 17 ARCHITECTURAL TREATMENT (BARRIER RAIL) M2 12.0000 32,028.00 1,387.680 16,652.16 F) 18 DRILL AND BOND DOWEL M 50.0000 133,750.00 2,268.518 113,425.90 19 CLEAN EXPANSION JOINT M 300.0000 26,400.00 36.200 10,860.00 20 PTFE SPHERICAL BEARING EA 10,000.0000 90,000.00 4.000 40,000.00 S) 21 JOINT SEAL (TYPE AL) M 120.0000 29,880.00 152.270 18,272.40 S) 22 JOINT SEAL (MR 30 MM) M 120.0000 17,880.00 79.300 9,516.00 S) 23 JOINT SEAL (MR 15 MM) M 120.0000 5,640.00 37.300 4,476.00 S) 24 JOINT SEAL ASSEMBLY (MR 60 MM) M 400.0000 28,400.00 30.500 12,200.00 S) 25 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 31,200.00 36.500 14,600.00 S) 26 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,400.0000 23,800.00 0.000 0.00 S) 27 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,500.0000 91,250.00 18.500 46,250.00 S) 28 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,200.0000 124,800.00 4.000 12,800.00 S) 29 SILOFLEX 225 JOINT SEAL M 400.0000 15,200.00 39.200 15,680.00 S) 30 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 10,717,813.20 15,744.000 26,764.80 3,754,511.000 6,382,668.70 SF) PROGRAM CAS145 PAGE 6 DATE 04/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:01 PM ESTIMATE NO. 36 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 04/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 1,785,913.20 848,917.000 1,528,050.60 SF) 32 BAR REINFORCING STEEL (CRASH WALL) KG 2.5000 13,250.00 5,300.000 13,250.00 SF) 33 SHOTCRETE M3 475.0000 853,575.00 1,894.000 899,650.00 F) 34 ISOLATION COLUMN CASING M 3,500.0000 791,000.00 62.800 219,800.00 SF) 35 FURNISH SIGN STRUCTURE (TRUSS) KG 13.7000 2,521,320.60 16,834.000 230,625.80 43,045.000 589,716.50 SF) 36 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6000 110,422.80 16,834.000 10,100.40 43,045.000 25,827.00 SF) 37 1372 MM CAST-IN-DRILLED-HOLE M 2,400.0000 14,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 38 1524 MM CAST-IN-DRILLED-HOLE M 1,675.0000 184,250.00 63.700 106,697.50 S) CONCRETE PILE (SIGN FOUNDATION) 39 METAL (BARRIER MOUNTED SIGN) KG 26.0000 31,460.00 0.000 0.00 40 ROADSIDE SIGN - ONE POST EA 405.0000 3,645.00 3.000 1,215.00 41 ROADSIDE SIGN - TWO POST EA 760.0000 3,040.00 0.000 0.00 42 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 215.0000 645.00 1.000 215.00 METHOD) 43 INSTALL SIGN OVERLAY M2 190.0000 570.00 0.000 0.00 44 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 26,000.00 0.000 0.00 45 INSTALL ROADSIDE SIGN PANEL ON EA 190.0000 570.00 0.000 0.00 EXISTING POST 46 INSTALL ROADSIDE SIGN EA 2,700.0000 8,100.00 0.000 0.00 (LAMINATED WOOD BOX POST) 47 TIMBER LAGGING M3 5,000.0000 65,000.00 13.000 65,000.00 SF) 48 PREPARE AND PAINT CONCRETE M2 11.0000 42,328.00 4,121.300 45,334.30 S) 49 450 MM REINFORCED CONCRETE PIPE M 320.0000 83,200.00 189.500 60,640.00 50 600 MM REINFORCED CONCRETE PIPE M 390.0000 58,500.00 112.500 43,875.00 51 750 MM REINFORCED CONCRETE PIPE M 505.0000 7,575.00 14.400 7,272.00 52 900 MM REINFORCED CONCRETE PIPE M 605.0000 22,990.00 15.700 9,498.50 53 JACKED 900 MM REINFORCED CONCRETE PIPE M 3,645.0000 225,990.00 81.000 295,245.00 (CLASS II) 54 450 MM CORRUGATED STEEL PIPE M 420.0000 46,200.00 124.800 52,416.00 (2.01 MM THICK) 55 600 MM CORRUGATED STEEL PIPE M 448.0000 31,360.00 26.120 11,701.76 (2.01 MM THICK) 56 750 MM CORRUGATED STEEL PIPE M 484.0000 32,912.00 66.900 32,379.60 (2.01 MM THICK) 57 900 MM CORRUGATED STEEL PIPE M 1,255.0000 2,510.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 7 DATE 04/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:01 PM ESTIMATE NO. 36 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 04/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 300 MM CORRUGATED STEEL PIPE RISER M 435.0000 4,350.00 0.000 0.00 (2.01 MM THICK) 59 900 MM CORRUGATED STEEL PIPE RISER M 635.0000 10,160.00 0.000 0.00 (2.01 MM THICK) 60 900 MM CONCRETE FLARED END SECTION EA 1,800.0000 1,800.00 0.000 0.00 61 MINOR CONCRETE (BACKFILL) M3 360.0000 3,960.00 25.160 9,057.60 62 ROCK SLOPE PROTECTION M3 170.0000 49,300.00 0.000 0.00 (BACKING NO. 1, METHOD B) 63 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 170.0000 117,300.00 690.000 117,300.00 64 SLOPE PAVING (CONCRETE) M3 990.0000 31,680.00 0.000 0.00 F) 65 ROCK SLOPE PROTECTION FABRIC M2 2.5000 1,750.00 0.000 0.00 66 MINOR CONCRETE (MISCELLANEOUS M3 735.0000 213,150.00 326.000 239,610.00 CONSTRUCTION) 67 MINOR CONCRETE (STAMPED CONCRETE) M2 86.0000 122,980.00 127.000 10,922.00 1,193.000 102,598.00 68 MISCELLANEOUS IRON AND STEEL KG 4.3500 76,207.65 7,080.000 30,798.00 SF) 69 MISCELLANEOUS METAL KG 15.0000 48,750.00 3,250.000 48,750.00 SF)(RESTRAINER - CABLE TYPE) 70 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 319,728.00 13,722.750 164,673.00 SF) 71 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 201,800.00 7,001.000 70,010.00 SF) 72 CHAIN LINK FENCE (TYPE CL-1.8) M 45.0000 15,750.00 15.000 675.00 188.840 8,497.80 S) 73 CHAIN LINK GATE EA 1,170.0000 1,170.00 5.000 5,850.00 S) 74 INSTALL MEDIAN MILEAGE PANEL EA 250.0000 2,250.00 0.000 0.00 75 METAL BEAM GUARD RAILING M 107.6500 129,180.00 236.000 25,405.40 1,406.870 151,449.56 S) 76 CHAIN LINK RAILING (TYPE 7) M 230.0000 34,500.00 123.000 28,290.00 123.000 28,290.00 SF) 77 CONCRETE BARRIER M 240.0000 10,560.00 44.000 10,560.00 F) 78 CABLE RAILING M 29.5000 57,318.50 1,897.000 55,961.50 F) 79 TRANSITION RAILING (TYPE WB) EA 4,545.0000 72,720.00 4.000 18,180.00 7.000 31,815.00 S) 80 END ANCHOR ASSEMBLY (TYPE SFT) EA 885.0000 5,310.00 2.000 1,770.00 11.000 9,735.00 S) 81 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,475.0000 10,425.00 4.000 13,900.00 S) 82 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,610.0000 23,490.00 2.000 5,220.00 6.000 15,660.00 S) 83 CRASH CUSHION, SAND FILLED EA 8,500.0000 8,500.00 0.000 0.00 S) 84 CRASH CUSHION (REACT 9CBB) EA 76,200.0000 76,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 04/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:01 PM ESTIMATE NO. 36 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 04/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 60) M 165.0000 84,150.00 329.000 54,285.00 86 CONCRETE BARRIER (TYPE 60A) M 200.0000 204,000.00 279.000 55,800.00 87 CONCRETE BARRIER (TYPE 60 MOD) M 210.0000 88,200.00 420.000 88,200.00 88 CONCRETE BARRIER (TYPE 60C) M 285.0000 276,450.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 60D) M 142.0000 440,200.00 1,726.000 245,092.00 90 CONCRETE BARRIER (TYPE 60E) M 680.0000 176,800.00 40.000 27,200.00 91 CONCRETE BARRIER (TYPE 60E MODIFIED) M 880.0000 114,400.00 48.000 42,240.00 92 CONCRETE BARRIER (TYPE 736) M 200.0000 9,400.00 47.000 9,400.00 F) 93 CONCRETE BARRIER (TYPE 736B MODIFIED) M 320.0000 70,400.00 490.000 156,800.00 94 CONCRETE BARRIER (TYPE 736 MODIFIED) M 205.0000 1,122,990.00 2,191.000 449,155.00 F) 95 CONCRETE BARRIER (TYPE 736A MODIFIED) M 205.0000 219,350.00 460.200 94,341.00 96 CONCRETE BARRIER (TYPE 736B) M 315.0000 97,650.00 1,044.000 328,860.00 97 THERMOPLASTIC PAVEMENT MARKING M2 45.4000 16,798.00 0.000 0.00 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 630.50 0.000 0.00 S) (BROKEN 11.0 M - 3.50 M) 99 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 48,600.00 0.000 0.00 S) 00 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8500 9,291.00 0.000 0.00 S) 01 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5700 1,385.10 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 02 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4800 14,352.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 265.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 04 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 22,000.00 510.000 1,275.00 S) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 25,830.00 354.000 1,486.80 S) 06 LIGHTING (TEMPORARY) LS 123,000.0000 123,000.00 0.750 92,250.00 S) 07 53 MM ELECTRICAL CONDUIT M 43.5000 36,540.00 0.000 0.00 S) 08 COMMUNICATION CONDUIT (BRIDGE) M 119.0000 130,900.00 132.000 15,708.00 132.000 15,708.00 S) 09 SEISMIC MONITORING SYSTEM LS 177,100.0000 177,100.00 0.020 3,542.00 0.270 47,817.00 S) 10 AUTOMATIC VEHICLE CLASSIFICATION STATION LS 192,200.0000 192,200.00 0.320 61,504.00 S) 11 TRAFFIC MONITORING STATION (LOCATION 1) LS 79,900.0000 79,900.00 0.660 52,734.00 S) PROGRAM CAS145 PAGE 9 DATE 04/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:01 PM ESTIMATE NO. 36 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 04/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 TRAFFIC MONITORING STATION (LOCATION 2) LS 75,600.0000 75,600.00 0.810 61,236.00 S) 13 TRAFFIC MONITORING STATION (LOCATION 3) LS 17,300.0000 17,300.00 0.110 1,903.00 0.110 1,903.00 S) 14 CLOSED CIRCUIT TELEVISION CAMERA LS 46,400.0000 46,400.00 0.440 20,416.00 S) (LOCATION GS448) 15 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 304,600.0000 304,600.00 0.140 42,644.00 0.870 265,002.00 S) 16 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1641,600.0000 1,641,600.00 0.050 82,080.00 0.810 1,329,696.00 S) 17 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 18 SYSTEM TESTING AND DOCUMENTATION LS 6,800.0000 6,800.00 0.000 0.00 S) 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 TEMPORARY CULVERT M 500.0000 110,000.00 182.270 91,135.00 21 TRAFFIC CONE EA 50.0000 950.00 0.000 0.00 S) 22 REMOVE CHAIN LINK FENCE M 10.0000 120.00 12.000 120.00 23 PRECAST PANEL CONCRETE PAVEMENT M3 2,995.0000 389,350.00 117.000 350,415.00 24 BAR REINFORCING STEEL (GSRD) KG 2.3000 35,585.60 0.000 0.00 SF) 25 CLEAN AND PAINT CONCRETE SURFACES M2 11.0000 28,930.00 1,315.000 14,465.00 (TUNNEL) 26 STAINLESS STEEL (GSRD) (TYPE 1) KG 49.0000 114,072.00 2,328.000 114,072.00 SF) 27 UNDERCROSSING ELECTRICAL WORK LS 3421,400.0000 3,421,400.00 0.980 3,352,972.00 PROGRAM CAS145 PAGE 10 DATE 04/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:01 PM ESTIMATE NO. 36 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 04/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,065,357.21 71,302,353.29 ADJUSTMENT OF COMPENSATION 0.00 1,121,250.41 EXTRA WORK 280,636.24 7,919,472.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,345,993.45 80,343,075.81 28 MOBILIZATION LS 307,938.0000 10,307,938.00 1.000 10,307,938.00 ORIGINAL CONTRACT AMOUNT 114,415,513.75 TOTAL WORK COMPLETED 1,345,993.45 90,651,013.81 MATERIALS ON HAND ON SITE 2,398,864.32 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,500.00 TOTAL 1,345,993.45 93,042,378.13 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 05/01/08 1250 07/10/08 07/10/08 12/31/12 605 91 24 0 71% 47% PROGRESS IS SATISFACTORY GURFINKEL, VLADIMIR Y. RESIDENT ENGINEER PROGRAM CAS145 DATE 04/25/11