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 07/22/15 EST. NO. 090 TIME 02:19 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 --------------------------------------------------------------------------- 043 0041 38.50 E.W. @ F.A.(+) 021412 Y 6647.0 147 0010 16,954.57 E.W. @ L.S.(+) 072015 N 0005 0 0011 19,797.76 072015 N 0006 0 0012 10,772.55 072015 N 0007 0 47,563.38 TOTAL THIS ESTIMATE 21,563,237.82 TOTAL PREVIOUS ESTIMATE 21,610,801.20 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 07/22/15 EST. NO. 090 TIME 02:19 PM R.E. NAME: GURFINKEL, VLADIMIR Y. 07-168004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ISOLATION CASING -5,000.00 010 SWPPP NON-COMPLIANCE -10,000.00 021 SWPPP NON-COMPLIANCE -2,500.00 027 SWPPP COMPLIANCE 10,000.00 029 CPM NON-COMPLIANCE -10,000.00 041 CPM NON-COMPLIANCE -5,000.00 043 CPM NON-COMPLIANCE -5,000.00 044 CPM NON-COMPLIANCE -5,000.00 045 CPM COMPLIANCE 25,000.00 047 SWPPP COMPLIANCE 2,500.00 047 CPM NON-COMPLIANCE -5,000.00 049 CPM NON-COMPLIANCE -5,000.00 050 CPM NON-COMPLIANCE -5,000.00 051 CPM NON-COMPLIANCE -5,000.00 052 CPM NON-COMPLIANCE -5,000.00 053 CPM NON-COMPLIANCE -5,000.00 054 CPM NON-COMPLIANCE -5,000.00 055 CPM NON-COMPLIANCE -5,000.00 056 CPM NON-COMPLIANCE -5,000.00 057 CPM COMPLIANCE 45,000.00 058 CPM NON-COMPLIANCE -5,000.00 062 CPM NON-COMPLIANCE -5,000.00 063 ISOLATION CASINGS 5,000.00 067 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:19 PM ESTIMATE NO. 090 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 07/20/15 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 07/22/15 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.500 5,000 002 TIME-RELATED OVERHEAD WDAY 5,000.0000 5,000,000.00 1,113.000 5,565,000 003 TEMPORARY FENCE (TYPE CL-1.8) M 17.0000 5,950.00 0.000 0 004 CONSTRUCTION SITE MANAGEMENT LS 300,000.0000 300,000.00 0.999 299,700 005 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.500 2,250 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET M2 2.0000 376,000.00 0.000 0 007 TEMPORARY FIBER ROLL M 10.0000 100,000.00 33,110.780 331,107 008 TEMPORARY SILT FENCE M 9.5000 35,625.00 5,312.900 50,472 009 TEMPORARY GRAVEL BAG BERM M 15.0000 112,500.00 9,771.040 146,565 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 33,000.00 0.000 0 011 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 24.000 72,000 012 TEMPORARY COVER M2 6.0000 6,000.00 17,091.720 102,550 013 TEMPORARY STRAW BALE BARRIER M 45.0000 8,550.00 18.290 823 014 MOVE-IN/MOVE-OUT EA 540.0000 6,480.00 1.000 540 (TEMPORARY EROSION CONTROL) 015 TEMPORARY HYDRAULIC MULCH M2 0.6500 187,850.00 72,823.000 47,334 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 250,000.0000 250,000.00 0.999 249,750 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 60,000.0000 60,000.00 0.999 59,940 018 CONSTRUCTION AREA SIGNS LS 45,600.0000 45,600.00 0.980 44,688 (S) 019 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 0.999 849,150 (S) 020 TYPE III BARRICADE EA 110.0000 3,520.00 2.000 220 021 TEMPORARY PAVEMENT MARKING (PAINT) M2 66.0000 5,412.00 295.500 19,503 022 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 114,900.00 36,908.020 110,724 PROGRAM CAS145 PAGE 2 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:19 PM ESTIMATE NO. 090 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 07/20/15 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7400 42,328.00 113,943.540 84,318 024 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 883.000 30,905 (S) 025 TEMPORARY PAVEMENT MARKER EA 3.7000 63,270.00 16,756.000 61,997 026 TEMPORARY RAILING (TYPE K) M 50.0000 1,245,000.00 26,726.470 1,336,323 027 TEMPORARY CRASH CUSHION MODULE EA 210.0000 142,800.00 593.000 124,530 028 ABANDON PIPELINE M 160.0000 36,800.00 443.100 70,896 029 OBLITERATE SURFACING M2 4.5000 7,335.00 40.000 180 030 REMOVE METAL BEAM GUARD RAILING M 25.0000 35,750.00 1,641.680 41,042 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6800 26,880.00 9,455.720 15,885 STRIPE 032 REMOVE PAINTED TRAFFIC STRIPE M 1.1000 70,180.00 52,266.470 57,493 033 REMOVE PAVEMENT MARKING M2 16.2000 1,782.00 78.200 1,266 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.1500 33,810.00 39,535.030 45,465 035 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 27.0000 3,510.00 265.700 7,173 036 REMOVE PAVEMENT MARKER EA 0.8100 22,761.00 17,807.000 14,423 037 REMOVE ROADSIDE SIGN EA 150.0000 1,050.00 7.000 1,050 038 REMOVE ROADSIDE SIGN PANEL EA 250.0000 750.00 3.000 750 039 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 7.000 28,000 040 REMOVE SIGN OVERLAY M2 150.0000 525.00 3.500 525 041 REMOVE ASPHALT CONCRETE DIKE M 5.0000 19,250.00 2,248.500 11,242 042 REMOVE PIPE M 70.0000 18,900.00 274.100 19,187 043 REMOVE INLET EA 1,200.0000 21,600.00 24.000 28,800 044 REMOVE JUNCTION BOX EA 1,800.0000 1,800.00 1.000 1,800 045 RECONSTRUCT METAL BEAM GUARD RAILING M 110.0000 1,760.00 234.800 25,828 046 RESET ROADSIDE SIGN EA 400.0000 400.00 0.000 0 047 REMOVE CONCRETE CURB M 9.0000 10,980.00 1,251.000 11,259 048 REMOVE CONCRETE BARRIER M 13.5000 36,045.00 2,679.000 36,166 049 CAP INLET EA 1,500.0000 37,500.00 40.000 60,000 PROGRAM CAS145 PAGE 3 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:19 PM ESTIMATE NO. 090 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 07/20/15 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL LS 150,000.0000 150,000.00 1.000 150,000 (F) 051 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000 052 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000 053 BRIDGE REMOVAL (PORTION), LOCATION C LS 350,000.0000 350,000.00 1.000 350,000 054 BRIDGE REMOVAL (PORTION), LOCATION D LS 250,000.0000 250,000.00 1.000 250,000 055 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 1.000 60,000 056 BRIDGE REMOVAL (PORTION), LOCATION F LS 50,000.0000 50,000.00 1.000 50,000 057 ROADWAY EXCAVATION M3 22.0000 2,662,000.00 83,904.938 1,845,908 058 ROADWAY EXCAVATION (TYPE Y-1) M3 26.7000 150,054.00 5,620.000 150,054 (AERIALLY DEPOSITED LEAD) 059 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 060 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 777,800.00 3,889.000 777,800 (F) 061 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 369,750.00 2,465.000 369,750 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.3000 1,381,712.60 29,360.000 1,036,408 (F) 063 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 80.0000 6,240.00 78.000 6,240 (F) 064 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 80.0000 4,800.00 35.000 2,800 (F) 065 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 229,250.00 3,275.000 229,250 (F) 066 STRUCTURE BACKFILL (ISOLATION CASING) M3 400.0000 332,000.00 830.000 332,000 (SF) 067 STRUCTURE BACKFILL (RETAINING WALL) M3 51.0000 1,524,900.00 28,783.110 1,467,938 068 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 240.0000 4,080.00 17.000 4,080 (F) 069 PERVIOUS BACKFILL MATERIAL M3 125.0000 44,750.00 358.000 44,750 (F) 070 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 275,550.00 2,505.000 275,550 (F) WALL) 071 LEAN CONCRETE BACKFILL M3 400.0000 4,800.00 12.000 4,800 (F) 072 SOIL NAIL ASSEMBLY M 70.0000 2,545,900.00 36,767.250 2,573,707 (S) 073 HIGHWAY PLANTING LS 20,900.0000 20,900.00 1.000 20,900 (S) 074 EROSION CONTROL (TYPE D) M2 2.9200 1,314.00 0.000 0 (S) 075 EROSION CONTROL (TYPE BFM) M2 3.1000 169,880.00 118,424.880 367,117 (S) 076 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 540.0000 2,160.00 3.000 1,620 (S) PROGRAM CAS145 PAGE 4 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:19 PM ESTIMATE NO. 090 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 07/20/15 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLANT (GROUP W) EA 6.3000 2,016.00 320.000 2,016 (S) 078 PLANT ESTABLISHMENT WORK LS 32,335.0000 32,335.00 1.000 32,335 (S) 079 IRRIGATION SYSTEM LS 39,500.0000 39,500.00 1.000 39,500 (S) 080 CLASS 3 AGGREGATE BASE M3 39.9500 735,080.00 22,354.530 893,063 081 LEAN CONCRETE BASE M3 187.0000 2,561,900.00 14,023.590 2,622,411 082 LEAN CONCRETE BASE (RAPID STRENGTH) M3 535.0000 90,950.00 0.000 0 (S) 083 ASPHALT CONCRETE (TYPE B) TONN 93.0000 1,199,700.00 14,972.950 1,392,484 084 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.0000 11,680.00 1,598.000 12,784 085 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 5,200.00 638.000 5,104 086 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 8.0000 2,560.00 891.000 7,128 087 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 3,280.00 488.000 3,904 088 CONCRETE PAVEMENT M3 262.0000 6,838,200.00 26,806.650 7,023,342 089 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 090 SEAL PAVEMENT JOINT M 13.8500 411,345.00 23,683.160 328,011 091 SEAL LONGITUDINAL ISOLATION JOINT M 30.3500 342,955.00 12,144.760 368,593 092 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 093 GRIND EXISTING CONCRETE M2 11.0000 37,070.00 0.000 0 PAVEMENT 094 MICROPILE (NO 32 REINFORCEMENT) M 150.0000 3,000.00 38.500 5,775 (S) 095 FURNISH STEEL SOLDIER PILING (W360X347) M 500.0000 52,000.00 104.000 52,000 096 2.6 M PERMANENT STEEL CASING M 3,300.0000 610,500.00 197.560 651,948 097 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 260.0000 349,700.00 1,343.960 349,429 (S) PILING 098 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,675.0000 112,350.00 42.000 112,350 (S) PILING 099 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 24,000.0000 768,000.00 31.600 758,400 (S) PILING 100 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 2,330,000.00 460.436 2,302,180 (S) PILING (ROCK SOCKET) 101 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 481,000.00 197.564 513,666 PILING 102 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 1,792,000.00 112.200 1,795,200 (S) PILING 103 4.1 M CAST-IN-DRILLED-HOLE CONCRETE M 17,000.0000 952,000.00 58.000 986,000 (S) PILING PROGRAM CAS145 PAGE 5 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:19 PM ESTIMATE NO. 090 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 07/20/15 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 704,000.00 44.400 710,400 (S) PILING (ROCK SOCKET) 105 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 11,000.0000 1,254,000.00 114.000 1,254,000 (S) PILING (ROCK SOCKET) 106 4.1 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 1,280,000.00 82.200 1,315,200 (S) PILING (ROCK SOCKET) 107 760 MM DRILLED HOLE M 1,000.0000 108,000.00 108.000 108,000 108 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 (S) 109 TIEBACK ANCHOR EA 2,000.0000 8,000.00 6.000 12,000 (S) 110 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 533,400.00 889.000 533,400 (F) 111 STRUCTURAL CONCRETE, BRIDGE M3 1,040.0000 22,226,880.00 21,353.029 22,207,150 (F) 112 STRUCTURAL CONCRETE, CRASH WALL M3 800.0000 56,000.00 70.000 56,000 (F) 113 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 5,457,500.00 10,966.000 5,483,000 (F) 114 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 267,600.00 664.790 265,916 (F) (TYPE N) 115 MINOR CONCRETE (MINOR STRUCTURE) M3 1,605.0000 396,435.00 278.916 447,660 (F) 116 ARCHITECTURAL TREATMENT M2 10.0000 175,200.00 17,675.000 176,750 (F) (FRACTURED GRANITE TEXTURE) 117 ARCHITECTURAL TREATMENT (BARRIER RAIL) M2 12.0000 32,028.00 2,954.750 35,457 (F) 118 DRILL AND BOND DOWEL M 50.0000 133,750.00 2,351.868 117,593 119 CLEAN EXPANSION JOINT M 300.0000 26,400.00 0.000 0 120 PTFE SPHERICAL BEARING EA 10,000.0000 90,000.00 9.000 90,000 (S) 121 JOINT SEAL (TYPE AL) M 120.0000 29,880.00 249.280 29,913 (S) 122 JOINT SEAL (MR 30 MM) M 120.0000 17,880.00 121.248 14,549 (S) 123 JOINT SEAL (MR 15 MM) M 120.0000 5,640.00 55.300 6,636 (S) 124 JOINT SEAL ASSEMBLY (MR 60 MM) M 400.0000 28,400.00 53.177 21,270 (S) 125 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 31,200.00 64.918 25,967 (S) 126 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,400.0000 23,800.00 17.200 24,080 (S) 127 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,500.0000 91,250.00 37.700 94,250 (S) 128 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,200.0000 124,800.00 39.400 126,080 (S) 129 SILOFLEX 225 JOINT SEAL M 400.0000 15,200.00 39.200 15,680 (S) 130 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 10,717,813.20 6,309,370.840 10,725,930 (SF) PROGRAM CAS145 PAGE 6 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:19 PM ESTIMATE NO. 090 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 07/20/15 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 1,785,913.20 995,464.000 1,791,835 (SF) 132 BAR REINFORCING STEEL (CRASH WALL) KG 2.5000 13,250.00 5,300.000 13,250 (SF) 133 SHOTCRETE M3 475.0000 853,575.00 1,894.000 899,650 (F) 134 ISOLATION COLUMN CASING M 3,500.0000 791,000.00 226.000 791,000 (SF) 135 FURNISH SIGN STRUCTURE (TRUSS) KG 13.7000 2,521,320.60 184,038.000 2,521,320 (SF) 136 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6000 110,422.80 173,748.000 104,248 (SF) 137 1372 MM CAST-IN-DRILLED-HOLE M 2,400.0000 14,400.00 0.000 0 (S) CONCRETE PILE (SIGN FOUNDATION) 138 1524 MM CAST-IN-DRILLED-HOLE M 1,675.0000 184,250.00 103.200 172,860 (S) CONCRETE PILE (SIGN FOUNDATION) 139 METAL (BARRIER MOUNTED SIGN) KG 26.0000 31,460.00 1,205.000 31,330 140 ROADSIDE SIGN - ONE POST EA 405.0000 3,645.00 10.000 4,050 141 ROADSIDE SIGN - TWO POST EA 760.0000 3,040.00 0.000 0 142 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 215.0000 645.00 1.000 215 METHOD) 143 INSTALL SIGN OVERLAY M2 190.0000 570.00 3.000 570 144 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 26,000.00 130.000 26,000 145 INSTALL ROADSIDE SIGN PANEL ON EA 190.0000 570.00 3.000 570 EXISTING POST 146 INSTALL ROADSIDE SIGN EA 2,700.0000 8,100.00 3.000 8,100 (LAMINATED WOOD BOX POST) 147 TIMBER LAGGING M3 5,000.0000 65,000.00 13.000 65,000 (SF) 148 PREPARE AND PAINT CONCRETE M2 11.0000 42,328.00 4,121.300 45,334 (S) 149 450 MM REINFORCED CONCRETE PIPE M 320.0000 83,200.00 327.740 104,876 150 600 MM REINFORCED CONCRETE PIPE M 390.0000 58,500.00 147.400 57,486 151 750 MM REINFORCED CONCRETE PIPE M 505.0000 7,575.00 14.400 7,272 152 900 MM REINFORCED CONCRETE PIPE M 605.0000 22,990.00 21.700 13,128 153 JACKED 900 MM REINFORCED CONCRETE PIPE M 3,645.0000 225,990.00 81.000 295,245 (CLASS II) 154 450 MM CORRUGATED STEEL PIPE M 420.0000 46,200.00 392.800 164,976 (2.01 MM THICK) 155 600 MM CORRUGATED STEEL PIPE M 448.0000 31,360.00 144.120 64,565 (2.01 MM THICK) 156 750 MM CORRUGATED STEEL PIPE M 484.0000 32,912.00 66.900 32,379 (2.01 MM THICK) 157 900 MM CORRUGATED STEEL PIPE M 1,255.0000 2,510.00 2.000 2,510 (2.01 MM THICK) PROGRAM CAS145 PAGE 7 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:19 PM ESTIMATE NO. 090 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 07/20/15 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 300 MM CORRUGATED STEEL PIPE RISER M 435.0000 4,350.00 0.000 0 (2.01 MM THICK) 159 900 MM CORRUGATED STEEL PIPE RISER M 635.0000 10,160.00 15.380 9,766 (2.01 MM THICK) 160 900 MM CONCRETE FLARED END SECTION EA 1,800.0000 1,800.00 1.000 1,800 161 MINOR CONCRETE (BACKFILL) M3 360.0000 3,960.00 25.160 9,057 162 ROCK SLOPE PROTECTION M3 170.0000 49,300.00 290.000 49,300 (BACKING NO. 1, METHOD B) 163 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 170.0000 117,300.00 1,380.000 234,600 164 SLOPE PAVING (CONCRETE) M3 990.0000 31,680.00 32.000 31,680 (F) 165 ROCK SLOPE PROTECTION FABRIC M2 2.5000 1,750.00 700.000 1,750 166 MINOR CONCRETE (MISCELLANEOUS M3 735.0000 213,150.00 328.000 241,080 CONSTRUCTION) 167 MINOR CONCRETE (STAMPED CONCRETE) M2 86.0000 122,980.00 1,295.000 111,370 168 MISCELLANEOUS IRON AND STEEL KG 4.3500 76,207.65 10,789.000 46,932 (SF) 169 MISCELLANEOUS METAL KG 15.0000 48,750.00 3,250.000 48,750 (SF)(RESTRAINER - CABLE TYPE) 170 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 319,728.00 18,954.000 227,448 (SF) 171 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 201,800.00 20,180.000 201,800 (SF) 172 CHAIN LINK FENCE (TYPE CL-1.8) M 45.0000 15,750.00 348.840 15,697 (S) 173 CHAIN LINK GATE EA 1,170.0000 1,170.00 7.000 8,190 (S) 174 INSTALL MEDIAN MILEAGE PANEL EA 250.0000 2,250.00 0.000 0 175 METAL BEAM GUARD RAILING M 107.6500 129,180.00 1,717.470 184,885 (S) 176 CHAIN LINK RAILING (TYPE 7) M 230.0000 34,500.00 150.000 34,500 (SF) 177 CONCRETE BARRIER M 240.0000 10,560.00 44.000 10,560 (F) 178 CABLE RAILING M 29.5000 57,318.50 1,898.000 55,991 (F) 179 TRANSITION RAILING (TYPE WB) EA 4,545.0000 72,720.00 10.000 45,450 (S) 180 END ANCHOR ASSEMBLY (TYPE SFT) EA 885.0000 5,310.00 15.000 13,275 (S) 181 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,475.0000 10,425.00 5.000 17,375 (S) 182 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,610.0000 23,490.00 8.000 20,880 (S) 183 CRASH CUSHION, SAND FILLED EA 8,500.0000 8,500.00 1.000 8,500 (S) 184 CRASH CUSHION (REACT 9CBB) EA 76,200.0000 76,200.00 1.000 76,200 (S) PROGRAM CAS145 PAGE 8 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:19 PM ESTIMATE NO. 090 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 07/20/15 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60) M 165.0000 84,150.00 584.420 96,429 186 CONCRETE BARRIER (TYPE 60A) M 200.0000 204,000.00 1,014.000 202,800 187 CONCRETE BARRIER (TYPE 60 MOD) M 210.0000 88,200.00 420.000 88,200 188 CONCRETE BARRIER (TYPE 60C) M 285.0000 276,450.00 944.390 269,151 189 CONCRETE BARRIER (TYPE 60D) M 142.0000 440,200.00 2,319.330 329,344 190 CONCRETE BARRIER (TYPE 60E) M 680.0000 176,800.00 233.640 158,875 191 CONCRETE BARRIER (TYPE 60E MODIFIED) M 880.0000 114,400.00 177.000 155,760 192 CONCRETE BARRIER (TYPE 736) M 200.0000 9,400.00 47.000 9,400 (F) 193 CONCRETE BARRIER (TYPE 736B MODIFIED) M 320.0000 70,400.00 490.000 156,800 194 CONCRETE BARRIER (TYPE 736 MODIFIED) M 205.0000 1,122,990.00 5,609.240 1,149,894 (F) 195 CONCRETE BARRIER (TYPE 736A MODIFIED) M 205.0000 219,350.00 1,072.200 219,801 196 CONCRETE BARRIER (TYPE 736B) M 315.0000 97,650.00 1,071.000 337,365 197 THERMOPLASTIC PAVEMENT MARKING M2 45.4000 16,798.00 441.160 20,028 (S) 198 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 630.50 951.000 618 (S) (BROKEN 11.0 M - 3.50 M) 199 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 48,600.00 50,198.000 50,198 (S) 200 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8500 9,291.00 2,660.000 7,581 (S) 201 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5700 1,385.10 1,716.000 978 (S) (BROKEN 3.66 M - 0.92 M) 202 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4800 14,352.00 24,779.000 11,893 (S) (BROKEN 10.98 M - 3.66 M) 203 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 265.00 526.000 263 (S) (BROKEN 5.18 M - 2.14 M) 204 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 22,000.00 3,197.000 7,992 (S) 205 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 25,830.00 6,128.000 25,737 (S) 206 LIGHTING (TEMPORARY) LS 123,000.0000 123,000.00 1.000 123,000 (S) 207 53 MM ELECTRICAL CONDUIT M 43.5000 36,540.00 840.000 36,540 (S) 208 COMMUNICATION CONDUIT (BRIDGE) M 119.0000 130,900.00 1,100.000 130,900 (S) 209 SEISMIC MONITORING SYSTEM LS 177,100.0000 177,100.00 1.000 177,100 (S) 210 AUTOMATIC VEHICLE CLASSIFICATION STATION LS 192,200.0000 192,200.00 0.050 9,610.00 1.000 192,200 (S) 211 TRAFFIC MONITORING STATION (LOCATION 1) LS 79,900.0000 79,900.00 0.100 7,990.00 1.000 79,900 (S) PROGRAM CAS145 PAGE 9 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:19 PM ESTIMATE NO. 090 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 07/20/15 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 TRAFFIC MONITORING STATION (LOCATION 2) LS 75,600.0000 75,600.00 0.050 3,780.00 1.000 75,600 (S) 213 TRAFFIC MONITORING STATION (LOCATION 3) LS 17,300.0000 17,300.00 0.950 16,435 (S) 214 CLOSED CIRCUIT TELEVISION CAMERA LS 46,400.0000 46,400.00 1.000 46,400 (S) (LOCATION GS448) 215 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 304,600.0000 304,600.00 1.000 304,600 (S) 216 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1,641,600.0000 1,641,600.00 1.000 1,641,600 (S) 217 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 218 SYSTEM TESTING AND DOCUMENTATION LS 6,800.0000 6,800.00 0.800 5,440 (S) 219 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 220 TEMPORARY CULVERT M 500.0000 110,000.00 182.270 91,135 221 TRAFFIC CONE EA 50.0000 950.00 0.000 0 (S) 222 REMOVE CHAIN LINK FENCE M 10.0000 120.00 12.000 120 223 PRECAST PANEL CONCRETE PAVEMENT M3 2,995.0000 389,350.00 117.000 350,415 224 BAR REINFORCING STEEL (GSRD) KG 2.3000 35,585.60 15,472.000 35,585 (SF) 225 CLEAN AND PAINT CONCRETE SURFACES M2 11.0000 28,930.00 2,613.000 28,743 (TUNNEL) 226 STAINLESS STEEL (GSRD) (TYPE 1) KG 49.0000 114,072.00 2,328.000 114,072 (SF) 227 UNDERCROSSING ELECTRICAL WORK LS 3,421,400.0000 3,421,400.00 1.000 3,421,400 PROGRAM CAS145 PAGE 10 DATE 07/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 02:19 PM ESTIMATE NO. 090 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 07/20/15 R.E. NAME: GURFINKEL, VLADIMIR Y. DATE OF THIS ESTIMATE 07/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 21,380.00 104,771,422.09 ADJUSTMENT OF COMPENSATION 0.00 8,285,755.39 EXTRA WORK 47,563.38 13,325,045.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 68,943.38 126,382,223.29 228 MOBILIZATION LS 10,307,938.0000 10,307,938.00 1.000 10,307,938 ORIGINAL CONTRACT AMOUNT 114,415,513.75 TOTAL WORK COMPLETED 68,943.38 136,690,161.29 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 68,943.38 136,680,161.29 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 08/17/15 1194 566 202 0 98% 82% PROGRESS IS SATISFACTORY *** SUSPENDED ON 09/11/13. GURFINKEL, VLADIMIR Y. RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/15