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 02/24/11 EST. NO.33 TIME 01:34 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 --------------------------------------------------------------------------- 002 0069 966.14 E.W. @ F.A.(+) 112210 N 1318.0 0073 4,363.10 092210 N 1306.0 0074 882.13 070709 N 1387.0 0075 2,821.95 071210 N 1389.0 0076 224.94 061210 N 1390.0 0077 1,809.73 122810 N 1392.0 012 0012 2,655.21 E.W. @ F.A.(+) 111510 Y 5828.0 017 0016 163.09 E.W. @ F.A.(+) 031909 N 5479.1 0017 1,320.75 052109 N 5481.1 023 0175 2,553.83 E.W. @ F.A.(+) 121010 N 1333.0 044 0004 5,950.00 E.W. @ U.P (+) 021711 N 0002 0 089 0001 1,021.90 E.W. @ F.A.(+) 120710 Y 5832.0 0002 291.75 120910 Y 5848.0 0003 688.02 010711 Y 5850.0 0004 688.02 011011 Y 5859.0 0007 1,993.69 011911 Y 5866.0 097 0013 813.45 E.W. @ F.A.(+) 120610 Y 5831.1 0014 861.30 120810 Y 5834.1 30,069.00 TOTAL THIS ESTIMATE 8,712,333.70 TOTAL PREVIOUS ESTIMATE 8,742,402.70 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 02/24/11 EST. NO.33 TIME 01:34 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 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 01:34 PM ESTIMATE NO. 33 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 02/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 02/24/11 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 18.000 90,000.00 567.000 2,835,000.00 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 0.018 5,400.00 0.567 170,100.00 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 2,325.000 23,250.00 25,088.920 250,889.20 08 TEMPORARY SILT FENCE M 9.5000 35,625.00 427.000 4,056.50 4,540.880 43,138.36 09 TEMPORARY GRAVEL BAG BERM M 15.0000 112,500.00 300.000 4,500.00 8,566.420 128,496.30 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 2,000.000 12,000.00 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 1.000 540.00 (TEMPORARY EROSION CONTROL) 15 TEMPORARY HYDRAULIC MULCH M2 0.6500 187,850.00 19,450.840 12,643.05 69,918.000 45,446.70 (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 250,000.0000 250,000.00 0.018 4,500.00 0.567 141,750.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 60,000.0000 60,000.00 0.018 1,080.00 0.567 34,020.00 18 CONSTRUCTION AREA SIGNS LS 45,600.0000 45,600.00 0.012 547.20 0.607 27,679.20 S) 19 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 0.018 15,300.00 0.584 496,400.00 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 7,285.520 21,856.56 PROGRAM CAS145 PAGE 2 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 01:34 PM ESTIMATE NO. 33 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 02/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 67,559.660 49,994.15 24 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 526.000 18,410.00 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 19,713.870 985,693.50 27 TEMPORARY CRASH CUSHION MODULE EA 210.0000 142,800.00 502.000 105,420.00 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 1,468.920 36,723.00 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 8,780.540 9,658.59 33 REMOVE PAVEMENT MARKING M2 16.2000 1,782.00 31.200 505.44 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.1500 33,810.00 29,975.030 34,471.28 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 9,032.000 7,315.92 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 26.900 1,883.00 155.000 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 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 01:34 PM ESTIMATE NO. 33 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 02/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 175,000.00 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 1,035.000 22,770.00 113,156.938 2,489,452.64 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 12,907.250 40,012.48 68,389.250 212,006.68 S) 76 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 540.0000 2,160.00 2.000 1,080.00 2.000 1,080.00 S) PROGRAM CAS145 PAGE 4 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 01:34 PM ESTIMATE NO. 33 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 02/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 735,080.00 234.000 9,348.30 16,372.790 654,092.96 81 LEAN CONCRETE BASE M3 187.0000 2,561,900.00 387.000 72,369.00 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 11,680.00 774.000 6,192.00 85 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 5,200.00 162.000 1,296.00 86 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 8.0000 2,560.00 371.000 2,968.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 3,280.00 142.000 1,136.00 88 CONCRETE PAVEMENT M3 262.0000 6,838,200.00 14,619.000 3,830,178.00 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 SEAL PAVEMENT JOINT M 13.8500 411,345.00 3,930.000 54,430.50 11,323.000 156,823.55 91 SEAL LONGITUDINAL ISOLATION JOINT M 30.3500 342,955.00 1,311.000 39,788.85 5,810.000 176,333.50 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 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 01:34 PM ESTIMATE NO. 33 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 02/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 73.710 76,658.40 11,531.550 11,992,812.00 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 93.000 37,200.00 564.000 225,600.00 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 1,249.680 14,996.16 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 15.000 37,500.00 18.500 46,250.00 S) 28 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,200.0000 124,800.00 1.500 4,800.00 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 16,830.000 28,611.00 3,738,767.000 6,355,903.90 SF) PROGRAM CAS145 PAGE 6 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 01:34 PM ESTIMATE NO. 33 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 02/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 26,211.000 359,090.70 SF) 36 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6000 110,422.80 26,211.000 15,726.60 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 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 01:34 PM ESTIMATE NO. 33 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 02/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 122,980.00 870.000 74,820.00 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 15,750.00 173.840 7,822.80 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 129,180.00 145.000 15,609.25 1,170.870 126,044.16 S) 76 CHAIN LINK RAILING (TYPE 7) M 230.0000 34,500.00 0.000 0.00 SF) 77 CONCRETE BARRIER M 240.0000 10,560.00 44.000 10,560.00 F) 78 CABLE RAILING M 29.5000 57,318.50 124.000 3,658.00 1,897.000 55,961.50 F) 79 TRANSITION RAILING (TYPE WB) EA 4,545.0000 72,720.00 3.000 13,635.00 S) 80 END ANCHOR ASSEMBLY (TYPE SFT) EA 885.0000 5,310.00 9.000 7,965.00 S) 81 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,475.0000 10,425.00 1.000 3,475.00 4.000 13,900.00 S) 82 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,610.0000 23,490.00 4.000 10,440.00 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 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 01:34 PM ESTIMATE NO. 33 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 02/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 84,150.00 155.000 25,575.00 329.000 54,285.00 86 CONCRETE BARRIER (TYPE 60A) M 200.0000 204,000.00 279.000 55,800.00 279.000 55,800.00 87 CONCRETE BARRIER (TYPE 60 MOD) M 210.0000 88,200.00 212.000 44,520.00 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 1,522.000 216,124.00 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 70,400.00 130.000 41,600.00 490.000 156,800.00 94 CONCRETE BARRIER (TYPE 736 MODIFIED) M 205.0000 1,122,990.00 1,784.000 365,720.00 F) 95 CONCRETE BARRIER (TYPE 736A MODIFIED) M 205.0000 219,350.00 170.200 34,891.00 258.200 52,931.00 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 0.000 0.00 S) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 25,830.00 0.000 0.00 S) 06 LIGHTING (TEMPORARY) LS 123,000.0000 123,000.00 0.120 14,760.00 0.730 89,790.00 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 0.000 0.00 S) 09 SEISMIC MONITORING SYSTEM LS 177,100.0000 177,100.00 0.250 44,275.00 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 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 01:34 PM ESTIMATE NO. 33 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 02/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.060 4,536.00 0.810 61,236.00 S) 13 TRAFFIC MONITORING STATION (LOCATION 3) LS 17,300.0000 17,300.00 0.000 0.00 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 0.730 222,358.00 S) 16 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1641,600.0000 1,641,600.00 0.020 32,832.00 0.750 1,231,200.00 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 389,350.00 117.000 350,415.00 117.000 350,415.00 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 0.060 205,284.00 0.980 3,352,972.00 PROGRAM CAS145 PAGE 10 DATE 02/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 01:34 PM ESTIMATE NO. 33 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 02/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 02/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,388,703.53 68,556,936.34 ADJUSTMENT OF COMPENSATION 0.00 1,121,250.41 EXTRA WORK 30,069.00 7,621,152.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,418,772.53 77,299,339.04 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 1,418,772.53 87,607,277.04 MATERIALS ON HAND ON SITE 2,425,712.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,500.00 TOTAL 1,418,772.53 90,025,489.04 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 05/01/08 1230 07/10/08 07/10/08 12/26/12 567 88 24 0 69% 45% PROGRESS IS SATISFACTORY GURFINKEL, VLADIMIR Y. RESIDENT ENGINEER PROGRAM CAS145 DATE 02/24/11