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 10/24/11 EST. NO.44 TIME 10:40 AM 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 --------------------------------------------------------------------------- 106 0001 9,054.91 E.W. @ F.A.(+) 092311 N 1439.0 0002 3,811.50 100411 N 1440.0 12,866.41 TOTAL THIS ESTIMATE 10,649,069.93 TOTAL PREVIOUS ESTIMATE 10,661,936.34 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 10/24/11 EST. NO.44 TIME 10:40 AM 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 CPM NON-COMPLIANCE -10,000.00 41 CPM NON-COMPLIANCE -5,000.00 43 CPM NON-COMPLIANCE -5,000.00 44 -5,000.00 -27,500.00 TOTAL DEDUCTIONS -5,000.00 -27,500.00 PROGRAM CAS145 PAGE 1 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:40 AM ESTIMATE NO. 44 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 10/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 10/24/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.500 5,000.00 002 TIME-RELATED OVERHEAD WDAY 5,000.0000 5,000,000.00 19.000 95,000.00 728.000 3,640,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 17.0000 5,950.00 0.000 0.00 004 CONSTRUCTION SITE MANAGEMENT LS 300,000.0000 300,000.00 0.019 5,700.00 0.728 218,400.00 005 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.500 2,250.00 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET M2 2.0000 376,000.00 0.000 0.00 007 TEMPORARY FIBER ROLL M 10.0000 100,000.00 28,232.940 282,329.40 008 TEMPORARY SILT FENCE M 9.5000 35,625.00 4,919.900 46,739.05 009 TEMPORARY GRAVEL BAG BERM M 15.0000 112,500.00 9,383.040 140,745.60 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 33,000.00 0.000 0.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 24.000 72,000.00 012 TEMPORARY COVER M2 6.0000 6,000.00 16,291.720 97,750.32 013 TEMPORARY STRAW BALE BARRIER M 45.0000 8,550.00 18.290 823.05 014 MOVE-IN/MOVE-OUT EA 540.0000 6,480.00 1.000 540.00 (TEMPORARY EROSION CONTROL) 015 TEMPORARY HYDRAULIC MULCH M2 0.6500 187,850.00 1,945.000 1,264.25 71,863.000 46,710.95 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 250,000.0000 250,000.00 0.019 4,750.00 0.728 182,000.00 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 60,000.0000 60,000.00 0.019 1,140.00 0.728 43,680.00 018 CONSTRUCTION AREA SIGNS LS 45,600.0000 45,600.00 0.013 592.80 0.713 32,512.80 (S) 019 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 0.019 16,150.00 0.745 633,250.00 (S) 020 TYPE III BARRICADE EA 110.0000 3,520.00 2.000 220.00 021 TEMPORARY PAVEMENT MARKING (PAINT) M2 66.0000 5,412.00 82.300 5,431.80 022 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 114,900.00 36,908.020 110,724.06 PROGRAM CAS145 PAGE 2 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:40 AM ESTIMATE NO. 44 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 10/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7400 42,328.00 67,211.540 49,736.54 024 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 883.000 30,905.00 (S) 025 TEMPORARY PAVEMENT MARKER EA 3.7000 63,270.00 16,756.000 61,997.20 026 TEMPORARY RAILING (TYPE K) M 50.0000 1,245,000.00 26,001.470 1,300,073.50 027 TEMPORARY CRASH CUSHION MODULE EA 210.0000 142,800.00 593.000 124,530.00 028 ABANDON PIPELINE M 160.0000 36,800.00 53.900 8,624.00 183.100 29,296.00 029 OBLITERATE SURFACING M2 4.5000 7,335.00 40.000 180.00 030 REMOVE METAL BEAM GUARD RAILING M 25.0000 35,750.00 1,510.680 37,767.00 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6800 26,880.00 9,455.720 15,885.61 STRIPE 032 REMOVE PAINTED TRAFFIC STRIPE M 1.1000 70,180.00 33,546.470 36,901.12 033 REMOVE PAVEMENT MARKING M2 16.2000 1,782.00 78.200 1,266.84 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.1500 33,810.00 34,516.030 39,693.43 035 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 27.0000 3,510.00 71.600 1,933.20 036 REMOVE PAVEMENT MARKER EA 0.8100 22,761.00 13,097.000 10,608.57 037 REMOVE ROADSIDE SIGN EA 150.0000 1,050.00 0.000 0.00 038 REMOVE ROADSIDE SIGN PANEL EA 250.0000 750.00 0.000 0.00 039 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 7.000 28,000.00 040 REMOVE SIGN OVERLAY M2 150.0000 525.00 0.000 0.00 041 REMOVE ASPHALT CONCRETE DIKE M 5.0000 19,250.00 2,228.500 11,142.50 042 REMOVE PIPE M 70.0000 18,900.00 155.000 10,850.00 043 REMOVE INLET EA 1,200.0000 21,600.00 19.000 22,800.00 044 REMOVE JUNCTION BOX EA 1,800.0000 1,800.00 1.000 1,800.00 045 RECONSTRUCT METAL BEAM GUARD RAILING M 110.0000 1,760.00 0.000 0.00 046 RESET ROADSIDE SIGN EA 400.0000 400.00 0.000 0.00 047 REMOVE CONCRETE CURB M 9.0000 10,980.00 1,090.000 9,810.00 048 REMOVE CONCRETE BARRIER M 13.5000 36,045.00 2,314.000 31,239.00 049 CAP INLET EA 1,500.0000 37,500.00 28.000 42,000.00 PROGRAM CAS145 PAGE 3 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:40 AM ESTIMATE NO. 44 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 10/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL LS 150,000.0000 150,000.00 1.000 150,000.00 (F) 051 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 052 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 053 BRIDGE REMOVAL (PORTION), LOCATION C LS 350,000.0000 350,000.00 1.000 350,000.00 054 BRIDGE REMOVAL (PORTION), LOCATION D LS 250,000.0000 250,000.00 1.000 250,000.00 055 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 1.000 60,000.00 056 BRIDGE REMOVAL (PORTION), LOCATION F LS 50,000.0000 50,000.00 1.000 50,000.00 057 ROADWAY EXCAVATION M3 22.0000 2,662,000.00 5,968.000 131,296.00 124,427.938 2,737,414.64 058 ROADWAY EXCAVATION (TYPE Y-1) M3 26.7000 150,054.00 5,620.000 150,054.00 (AERIALLY DEPOSITED LEAD) 059 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 060 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 777,800.00 173.000 34,600.00 3,780.000 756,000.00 (F) 061 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 369,750.00 1,014.000 152,100.00 2,465.000 369,750.00 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.3000 1,381,712.60 1,598.000 56,409.40 34,252.000 1,209,095.60 (F) 063 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 80.0000 6,240.00 78.000 6,240.00 (F) 064 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 80.0000 4,800.00 35.000 2,800.00 (F) 065 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 229,250.00 2,924.000 204,680.00 (F) 066 STRUCTURE BACKFILL (ISOLATION CASING) M3 400.0000 332,000.00 244.000 97,600.00 771.000 308,400.00 (SF) 067 STRUCTURE BACKFILL (RETAINING WALL) M3 51.0000 1,524,900.00 20,936.260 1,067,749.26 068 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 240.0000 4,080.00 17.000 4,080.00 (F) 069 PERVIOUS BACKFILL MATERIAL M3 125.0000 44,750.00 155.000 19,375.00 (F) 070 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 275,550.00 1,684.110 185,252.10 (F) WALL) 071 LEAN CONCRETE BACKFILL M3 400.0000 4,800.00 12.000 4,800.00 (F) 072 SOIL NAIL ASSEMBLY M 70.0000 2,545,900.00 36,767.250 2,573,707.50 (S) 073 HIGHWAY PLANTING LS 20,900.0000 20,900.00 0.000 0.00 (S) 074 EROSION CONTROL (TYPE D) M2 2.9200 1,314.00 0.000 0.00 (S) 075 EROSION CONTROL (TYPE BFM) M2 3.1000 169,880.00 6,059.000 18,782.90 90,092.380 279,286.38 (S) 076 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 540.0000 2,160.00 3.000 1,620.00 (S) PROGRAM CAS145 PAGE 4 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:40 AM ESTIMATE NO. 44 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 10/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLANT (GROUP W) EA 6.3000 2,016.00 0.000 0.00 (S) 078 PLANT ESTABLISHMENT WORK LS 32,335.0000 32,335.00 0.000 0.00 (S) 079 IRRIGATION SYSTEM LS 39,500.0000 39,500.00 0.000 0.00 (S) 080 CLASS 3 AGGREGATE BASE M3 39.9500 735,080.00 1,974.000 78,861.30 19,523.790 779,975.41 081 LEAN CONCRETE BASE M3 187.0000 2,561,900.00 1,378.000 257,686.00 12,210.880 2,283,434.56 082 LEAN CONCRETE BASE (RAPID STRENGTH) M3 535.0000 90,950.00 0.000 0.00 (S) 083 ASPHALT CONCRETE (TYPE B) TONN 93.0000 1,199,700.00 13,307.380 1,237,586.34 084 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.0000 11,680.00 1,598.000 12,784.00 085 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 5,200.00 638.000 5,104.00 086 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 8.0000 2,560.00 891.000 7,128.00 087 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 3,280.00 488.000 3,904.00 088 CONCRETE PAVEMENT M3 262.0000 6,838,200.00 1,718.000 450,116.00 21,658.000 5,674,396.00 089 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 090 SEAL PAVEMENT JOINT M 13.8500 411,345.00 18,593.000 257,513.05 091 SEAL LONGITUDINAL ISOLATION JOINT M 30.3500 342,955.00 9,052.000 274,728.20 092 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 093 GRIND EXISTING CONCRETE M2 11.0000 37,070.00 0.000 0.00 PAVEMENT 094 MICROPILE (NO 32 REINFORCEMENT) M 150.0000 3,000.00 38.500 5,775.00 (S) 095 FURNISH STEEL SOLDIER PILING (W360X347) M 500.0000 52,000.00 104.000 52,000.00 096 2.6 M PERMANENT STEEL CASING M 3,300.0000 610,500.00 197.560 651,948.00 097 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 260.0000 349,700.00 1,100.360 286,093.60 (S) PILING 098 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,675.0000 112,350.00 21.000 56,175.00 (S) PILING 099 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 24,000.0000 768,000.00 31.600 758,400.00 (S) PILING 100 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) 101 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 481,000.00 197.564 513,666.40 PILING 102 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 1,792,000.00 10.200 163,200.00 61.200 979,200.00 (S) PILING 103 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 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:40 AM ESTIMATE NO. 44 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 10/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 704,000.00 44.400 710,400.00 (S) PILING (ROCK SOCKET) 105 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 11,000.0000 1,254,000.00 27.600 303,600.00 102.500 1,127,500.00 (S) PILING (ROCK SOCKET) 106 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) 107 760 MM DRILLED HOLE M 1,000.0000 108,000.00 108.000 108,000.00 108 PRESTRESSING CAST-IN-PLACE CONCRETE LS 0.0000 1,000,000.00 0.550 550,000.00 (S) 109 TIEBACK ANCHOR EA 2,000.0000 8,000.00 6.000 12,000.00 (S) 110 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 533,400.00 831.600 498,960.00 (F) 111 STRUCTURAL CONCRETE, BRIDGE M3 1,040.0000 22,226,880.00 120.000 124,800.00 13,255.050 13,785,252.00 (F) 112 STRUCTURAL CONCRETE, CRASH WALL M3 800.0000 56,000.00 70.000 56,000.00 (F) 113 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 5,457,500.00 9,491.300 4,745,650.00 (F) 114 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 267,600.00 606.000 242,400.00 (F) (TYPE N) 115 MINOR CONCRETE (MINOR STRUCTURE) M3 1,605.0000 396,435.00 498.030 799,338.15 (F) 116 ARCHITECTURAL TREATMENT M2 10.0000 175,200.00 14,952.000 149,520.00 (F) (FRACTURED GRANITE TEXTURE) 117 ARCHITECTURAL TREATMENT (BARRIER RAIL) M2 12.0000 32,028.00 1,649.680 19,796.16 (F) 118 DRILL AND BOND DOWEL M 50.0000 133,750.00 2,318.518 115,925.90 119 CLEAN EXPANSION JOINT M 300.0000 26,400.00 36.200 10,860.00 120 PTFE SPHERICAL BEARING EA 10,000.0000 90,000.00 4.000 40,000.00 (S) 121 JOINT SEAL (TYPE AL) M 120.0000 29,880.00 152.270 18,272.40 (S) 122 JOINT SEAL (MR 30 MM) M 120.0000 17,880.00 79.300 9,516.00 (S) 123 JOINT SEAL (MR 15 MM) M 120.0000 5,640.00 37.300 4,476.00 (S) 124 JOINT SEAL ASSEMBLY (MR 60 MM) M 400.0000 28,400.00 30.500 12,200.00 (S) 125 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 31,200.00 36.500 14,600.00 (S) 126 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,400.0000 23,800.00 0.000 0.00 (S) 127 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,500.0000 91,250.00 20.500 51,250.00 (S) 128 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,200.0000 124,800.00 5.000 16,000.00 (S) 129 SILOFLEX 225 JOINT SEAL M 400.0000 15,200.00 39.200 15,680.00 (S) 130 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 10,717,813.20 405,050.000 688,585.00 4,545,718.000 7,727,720.60 (SF) PROGRAM CAS145 PAGE 6 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:40 AM ESTIMATE NO. 44 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 10/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 1,785,913.20 848,917.000 1,528,050.60 (SF) 132 BAR REINFORCING STEEL (CRASH WALL) KG 2.5000 13,250.00 5,300.000 13,250.00 (SF) 133 SHOTCRETE M3 475.0000 853,575.00 1,894.000 899,650.00 (F) 134 ISOLATION COLUMN CASING M 3,500.0000 791,000.00 61.600 215,600.00 207.900 727,650.00 (SF) 135 FURNISH SIGN STRUCTURE (TRUSS) KG 13.7000 2,521,320.60 43,045.000 589,716.50 (SF) 136 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6000 110,422.80 43,045.000 25,827.00 (SF) 137 1372 MM CAST-IN-DRILLED-HOLE M 2,400.0000 14,400.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 138 1524 MM CAST-IN-DRILLED-HOLE M 1,675.0000 184,250.00 63.700 106,697.50 (S) CONCRETE PILE (SIGN FOUNDATION) 139 METAL (BARRIER MOUNTED SIGN) KG 26.0000 31,460.00 0.000 0.00 140 ROADSIDE SIGN - ONE POST EA 405.0000 3,645.00 5.000 2,025.00 8.000 3,240.00 141 ROADSIDE SIGN - TWO POST EA 760.0000 3,040.00 0.000 0.00 142 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 215.0000 645.00 1.000 215.00 METHOD) 143 INSTALL SIGN OVERLAY M2 190.0000 570.00 0.000 0.00 144 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 26,000.00 0.000 0.00 145 INSTALL ROADSIDE SIGN PANEL ON EA 190.0000 570.00 0.000 0.00 EXISTING POST 146 INSTALL ROADSIDE SIGN EA 2,700.0000 8,100.00 0.000 0.00 (LAMINATED WOOD BOX POST) 147 TIMBER LAGGING M3 5,000.0000 65,000.00 13.000 65,000.00 (SF) 148 PREPARE AND PAINT CONCRETE M2 11.0000 42,328.00 4,121.300 45,334.30 (S) 149 450 MM REINFORCED CONCRETE PIPE M 320.0000 83,200.00 189.500 60,640.00 150 600 MM REINFORCED CONCRETE PIPE M 390.0000 58,500.00 112.500 43,875.00 151 750 MM REINFORCED CONCRETE PIPE M 505.0000 7,575.00 14.400 7,272.00 152 900 MM REINFORCED CONCRETE PIPE M 605.0000 22,990.00 15.700 9,498.50 153 JACKED 900 MM REINFORCED CONCRETE PIPE M 3,645.0000 225,990.00 81.000 295,245.00 (CLASS II) 154 450 MM CORRUGATED STEEL PIPE M 420.0000 46,200.00 182.800 76,776.00 (2.01 MM THICK) 155 600 MM CORRUGATED STEEL PIPE M 448.0000 31,360.00 48.000 21,504.00 144.120 64,565.76 (2.01 MM THICK) 156 750 MM CORRUGATED STEEL PIPE M 484.0000 32,912.00 66.900 32,379.60 (2.01 MM THICK) 157 900 MM CORRUGATED STEEL PIPE M 1,255.0000 2,510.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 7 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:40 AM ESTIMATE NO. 44 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 10/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 300 MM CORRUGATED STEEL PIPE RISER M 435.0000 4,350.00 0.000 0.00 (2.01 MM THICK) 159 900 MM CORRUGATED STEEL PIPE RISER M 635.0000 10,160.00 15.380 9,766.30 15.380 9,766.30 (2.01 MM THICK) 160 900 MM CONCRETE FLARED END SECTION EA 1,800.0000 1,800.00 0.000 0.00 161 MINOR CONCRETE (BACKFILL) M3 360.0000 3,960.00 25.160 9,057.60 162 ROCK SLOPE PROTECTION M3 170.0000 49,300.00 0.000 0.00 (BACKING NO. 1, METHOD B) 163 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 170.0000 117,300.00 690.000 117,300.00 164 SLOPE PAVING (CONCRETE) M3 990.0000 31,680.00 0.000 0.00 (F) 165 ROCK SLOPE PROTECTION FABRIC M2 2.5000 1,750.00 0.000 0.00 166 MINOR CONCRETE (MISCELLANEOUS M3 735.0000 213,150.00 328.000 241,080.00 CONSTRUCTION) 167 MINOR CONCRETE (STAMPED CONCRETE) M2 86.0000 122,980.00 1,295.000 111,370.00 168 MISCELLANEOUS IRON AND STEEL KG 4.3500 76,207.65 535.000 2,327.25 7,615.000 33,125.25 (SF) 169 MISCELLANEOUS METAL KG 15.0000 48,750.00 3,250.000 48,750.00 (SF)(RESTRAINER - CABLE TYPE) 170 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 319,728.00 13,722.750 164,673.00 (SF) 171 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 201,800.00 500.000 5,000.00 8,501.000 85,010.00 (SF) 172 CHAIN LINK FENCE (TYPE CL-1.8) M 45.0000 15,750.00 188.840 8,497.80 (S) 173 CHAIN LINK GATE EA 1,170.0000 1,170.00 5.000 5,850.00 (S) 174 INSTALL MEDIAN MILEAGE PANEL EA 250.0000 2,250.00 0.000 0.00 175 METAL BEAM GUARD RAILING M 107.6500 129,180.00 1,526.870 164,367.56 (S) 176 CHAIN LINK RAILING (TYPE 7) M 230.0000 34,500.00 123.000 28,290.00 (SF) 177 CONCRETE BARRIER M 240.0000 10,560.00 44.000 10,560.00 (F) 178 CABLE RAILING M 29.5000 57,318.50 1,897.000 55,961.50 (F) 179 TRANSITION RAILING (TYPE WB) EA 4,545.0000 72,720.00 9.000 40,905.00 (S) 180 END ANCHOR ASSEMBLY (TYPE SFT) EA 885.0000 5,310.00 13.000 11,505.00 (S) 181 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,475.0000 10,425.00 4.000 13,900.00 (S) 182 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,610.0000 23,490.00 6.000 15,660.00 (S) 183 CRASH CUSHION, SAND FILLED EA 8,500.0000 8,500.00 0.000 0.00 (S) 184 CRASH CUSHION (REACT 9CBB) EA 76,200.0000 76,200.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:40 AM ESTIMATE NO. 44 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 10/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60) M 165.0000 84,150.00 329.000 54,285.00 186 CONCRETE BARRIER (TYPE 60A) M 200.0000 204,000.00 279.000 55,800.00 187 CONCRETE BARRIER (TYPE 60 MOD) M 210.0000 88,200.00 420.000 88,200.00 188 CONCRETE BARRIER (TYPE 60C) M 285.0000 276,450.00 0.000 0.00 189 CONCRETE BARRIER (TYPE 60D) M 142.0000 440,200.00 1,726.000 245,092.00 190 CONCRETE BARRIER (TYPE 60E) M 680.0000 176,800.00 40.000 27,200.00 191 CONCRETE BARRIER (TYPE 60E MODIFIED) M 880.0000 114,400.00 48.000 42,240.00 192 CONCRETE BARRIER (TYPE 736) M 200.0000 9,400.00 47.000 9,400.00 (F) 193 CONCRETE BARRIER (TYPE 736B MODIFIED) M 320.0000 70,400.00 490.000 156,800.00 194 CONCRETE BARRIER (TYPE 736 MODIFIED) M 205.0000 1,122,990.00 2,700.000 553,500.00 (F) 195 CONCRETE BARRIER (TYPE 736A MODIFIED) M 205.0000 219,350.00 460.200 94,341.00 196 CONCRETE BARRIER (TYPE 736B) M 315.0000 97,650.00 1,071.000 337,365.00 197 THERMOPLASTIC PAVEMENT MARKING M2 45.4000 16,798.00 11.700 531.18 (S) 198 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 630.50 0.000 0.00 (S) (BROKEN 11.0 M - 3.50 M) 199 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 48,600.00 5,355.000 5,355.00 (S) 200 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8500 9,291.00 78.000 222.30 (S) 201 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5700 1,385.10 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 202 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4800 14,352.00 838.000 402.24 (S) (BROKEN 10.98 M - 3.66 M) 203 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 265.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 204 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 22,000.00 1,174.000 2,935.00 (S) 205 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 25,830.00 764.000 3,208.80 (S) 206 LIGHTING (TEMPORARY) LS 123,000.0000 123,000.00 0.750 92,250.00 (S) 207 53 MM ELECTRICAL CONDUIT M 43.5000 36,540.00 0.000 0.00 (S) 208 COMMUNICATION CONDUIT (BRIDGE) M 119.0000 130,900.00 463.000 55,097.00 (S) 209 SEISMIC MONITORING SYSTEM LS 177,100.0000 177,100.00 0.340 60,214.00 (S) 210 AUTOMATIC VEHICLE CLASSIFICATION STATION LS 192,200.0000 192,200.00 0.320 61,504.00 (S) 211 TRAFFIC MONITORING STATION (LOCATION 1) LS 79,900.0000 79,900.00 0.700 55,930.00 (S) PROGRAM CAS145 PAGE 9 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:40 AM ESTIMATE NO. 44 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 10/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 TRAFFIC MONITORING STATION (LOCATION 2) LS 75,600.0000 75,600.00 0.920 69,552.00 (S) 213 TRAFFIC MONITORING STATION (LOCATION 3) LS 17,300.0000 17,300.00 0.520 8,996.00 (S) 214 CLOSED CIRCUIT TELEVISION CAMERA LS 46,400.0000 46,400.00 0.880 40,832.00 (S) (LOCATION GS448) 215 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 304,600.0000 304,600.00 0.980 298,508.00 (S) 216 MODIFY LIGHTING AND SIGN ILLUMINATION LS 641,600.0000 1,641,600.00 0.840 1,378,944.00 (S) 217 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 218 SYSTEM TESTING AND DOCUMENTATION LS 6,800.0000 6,800.00 0.800 5,440.00 (S) 219 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 220 TEMPORARY CULVERT M 500.0000 110,000.00 182.270 91,135.00 221 TRAFFIC CONE EA 50.0000 950.00 0.000 0.00 (S) 222 REMOVE CHAIN LINK FENCE M 10.0000 120.00 12.000 120.00 223 PRECAST PANEL CONCRETE PAVEMENT M3 2,995.0000 389,350.00 117.000 350,415.00 224 BAR REINFORCING STEEL (GSRD) KG 2.3000 35,585.60 0.000 0.00 (SF) 225 CLEAN AND PAINT CONCRETE SURFACES M2 11.0000 28,930.00 2,613.000 28,743.00 (TUNNEL) 226 STAINLESS STEEL (GSRD) (TYPE 1) KG 49.0000 114,072.00 2,328.000 114,072.00 (SF) 227 UNDERCROSSING ELECTRICAL WORK LS 421,400.0000 3,421,400.00 0.990 3,387,186.00 PROGRAM CAS145 PAGE 10 DATE 10/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:40 AM ESTIMATE NO. 44 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 10/20/11 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 10/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,947,080.20 81,074,563.08 ADJUSTMENT OF COMPENSATION 0.00 2,536,687.93 EXTRA WORK 12,866.41 8,125,248.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,959,946.61 91,736,499.42 228 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 2,959,946.61 102,044,437.42 MATERIALS ON HAND ON SITE 1,401,198.69 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -27,500.00 TOTAL 2,954,946.61 103,418,136.11 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 01/07/13 728 95 24 0 79% 57% PROGRESS IS SATISFACTORY GURFINKEL, VLADIMIR Y. RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/11