PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/19/12 EST. NO.21 TIME 02:05 PM R.E. NAME: RESLER, CAESAR 07-1786A4 --------------------------------------------------------------------------- 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 0038 980.69 E.W. @ F.A.(+) 041612 N 0263.0 0039 231.13 041612 N 0264.0 0040 2,467.69 041812 N 0266.0 0041 457.01 042512 N 0267.0 009 0004 2,418.54 E.W. @ F.A.(+) 032811 N 0018.0 014 0005 3,087.83 E.W. @ F.A.(+) 050311 N 692363 0006 2,793.09 050411 N 692365 0007 519.84 050511 N 692366 0008 940.07 060111 N 692367 0038 2,793.09 050411 N 0248.0 0040 917.36 081011 N 0269.0 015 0003 -18,713.44 A.C. @ L.S.(-) 060112 N 0003 0 018 0019 3,858.25 E.W. @ F.A.(+) 041712 N 0245.0 0020 5,068.63 042412 N 0262.0 027 0006 2,480.29 E.W. @ F.A.(+) 041812 N 0270.0 0007 9,053.14 041812 N 0271.0 029 0003 2,458.45 E.W. @ F.A.(+) 030812 N 0251.0 0004 843.28 030912 N 0252.0 0005 2,066.47 052312 N 0272.0 24,721.41 TOTAL THIS ESTIMATE 441,922.83 TOTAL PREVIOUS ESTIMATE 466,644.24 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/19/12 EST. NO.21 TIME 02:05 PM R.E. NAME: RESLER, CAESAR 07-1786A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SOLID WASTE RPT LATE -10,000.00 02 SOLID WASTE RPT LATE 10,000.00 03 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 02:05 PM ESTIMATE NO. 21 BID OPENING 05/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/19/12 LOCATION PROGRESS ESTIMATE 07-LA-5-27.4/28.1 ----------------- C A RASMUSSEN, INC. IN LOS ANGELES COUNTY IN GLENDALE 28548 LIVINGSTON AVE FROM SONORA AVENUE UNDERCROSSING VALENCIA, CA 91355 TO ALLEN AVENUE UNDERCROSSING FED. AID NO. N O N E MODIFY INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 10,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 2.000 500.00 6.000 1,500.00 003 TIME-RELATED OVERHEAD WDAY 1,500.0000 360,000.00 264.000 396,000.00 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000.00 005 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET M2 1.0000 410.00 1,590.000 1,590.00 007 TEMPORARY FIBER ROLL M 7.0000 3,780.00 1,161.000 8,127.00 008 TEMPORARY GRAVEL BAG BERM M 5.0000 11,500.00 54.000 270.00 1,924.000 9,620.00 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,900.0000 1,900.00 1.000 1,900.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 1,100.0000 3,300.00 6.000 6,600.00 011 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 1,400.00 14.000 1,400.00 012 TEMPORARY HYDRAULIC MULCH M2 1.0000 5,000.00 10,670.000 10,670.00 (BONDED FIBER MATRIX) 013 STREET SWEEPING LS 12,000.0000 12,000.00 0.990 11,880.00 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 17,000.0000 17,000.00 0.970 16,490.00 015 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.020 600.00 0.990 29,700.00 016 TRAFFIC CONTROL SYSTEM LS 105,000.0000 105,000.00 0.020 2,100.00 0.940 98,700.00 017 TYPE III BARRICADE EA 32.0000 672.00 4.000 128.00 17.000 544.00 018 TEMPORARY PAVEMENT MARKING (PAINT) M2 10.0000 2,500.00 84.200 842.00 019 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.0000 22,610.00 2,423.000 16,961.00 020 TEMPORARY PAVEMENT MARKING (TAPE) M2 50.0000 850.00 21.000 1,050.00 021 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 7,260.00 118.000 3,894.00 022 TEMPORARY RAILING (TYPE K) M 26.0000 46,800.00 1,729.000 44,954.00 PROGRAM CAS145 PAGE 2 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 02:05 PM ESTIMATE NO. 21 BID OPENING 05/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 180.0000 16,740.00 79.000 14,220.00 024 ABANDON PIPELINE M 20.0000 1,280.00 64.000 1,280.00 025 REMOVE CHAIN LINK FENCE M 22.0000 3,960.00 249.000 5,478.00 026 REMOVE METAL BEAM GUARD RAILING M 28.0000 3,640.00 195.000 5,460.00 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 172.00 280.000 560.00 1,198.000 2,396.00 STRIPE 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.9000 1,539.00 1,033.000 1,962.70 029 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 1,350.00 45.400 2,270.00 030 REMOVE PAVEMENT MARKER EA 0.5000 680.00 139.000 69.50 031 REMOVE ROADSIDE SIGN EA 100.0000 3,400.00 34.000 3,400.00 032 REMOVE SIGN STRUCTURE EA 5,700.0000 5,700.00 1.000 5,700.00 033 REMOVE PIPE M 39.0000 14,820.00 380.000 14,820.00 034 REMOVE INLET EA 470.0000 6,580.00 14.000 6,580.00 035 ADJUST INLET EA 810.0000 1,620.00 0.000 0.00 036 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 1,320.00 490.000 5,390.00 037 REMOVE CONCRETE M3 56.0000 33,040.00 12.000 672.00 602.000 33,712.00 038 CAP INLET EA 740.0000 740.00 1.000 740.00 1.000 740.00 039 BRIDGE REMOVAL, LOCATION A LS 20,000.0000 20,000.00 1.000 20,000.00 040 BRIDGE REMOVAL, LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 041 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 042 ROADWAY EXCAVATION M3 17.0000 112,710.00 8,146.000 138,482.00 043 ROADWAY EXCAVATION (TYPE Z-3) M3 150.0000 216,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 044 ROADWAY EXCAVATION (TYPE Y-2) M3 20.0000 48,600.00 4,297.000 85,940.00 (AERIALLY DEPOSITED LEAD) 045 LEAD COMPLIANCE PLAN LS 12,000.0000 12,000.00 1.000 12,000.00 046 STRUCTURE EXCAVATION M3 10.0000 13,010.00 1,301.000 13,010.00 (F) 047 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 16,380.00 273.000 16,380.00 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 28,725.00 1,915.000 28,725.00 (F) 049 SAND BEDDING (AUSTIN VAULT) M3 65.0000 6,500.00 100.000 6,500.00 100.000 6,500.00 PROGRAM CAS145 PAGE 3 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 02:05 PM ESTIMATE NO. 21 BID OPENING 05/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (TYPE Z-3) M3 150.0000 18,000.00 120.000 18,000.00 (F) (AERIALLY DEPOSITED LEAD) 051 STRUCTURE EXCAVATION (TYPE Y-2) M3 39.0000 18,720.00 480.000 18,720.00 (F) (AERIALLY DEPOSITED LEAD) 052 STRUCTURE BACKFILL M3 30.0000 9,366.00 312.200 9,366.00 (F) 053 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 27,000.00 300.000 27,000.00 (F) 054 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 162,900.00 2,715.000 162,900.00 (F) 055 SAND BACKFILL M3 60.0000 660.00 0.000 0.00 056 IMPORTED BORROW M3 10.0000 57,500.00 5,750.000 57,500.00 057 HIGHWAY PLANTING LS 50,000.0000 50,000.00 0.000 0.00 058 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 059 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 0.800 4,000.00 060 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.250 15,000.00 0.650 39,000.00 061 NPS 3 SUPPLY LINE (BRIDGE) M 500.0000 16,500.00 91.000 45,500.00 062 250 MM CORRUGATED HIGH DENSITY M 80.0000 2,400.00 30.000 2,400.00 POLYETHYLENE PIPE CONDUIT 063 200 MM WELDED STEEL PIPE CONDUIT M 640.0000 9,600.00 15.000 9,600.00 (6.35 MM THICK) 064 CLASS 2 AGGREGATE BASE M3 170.0000 1,020.00 6.000 1,020.00 065 CLASS 3 AGGREGATE BASE M3 30.0000 130,800.00 134.000 4,020.00 4,157.000 124,710.00 066 PERMEABLE MATERIAL (AUSTIN VAULT) M3 43.0000 3,655.00 0.000 0.00 067 LEAN CONCRETE BASE M3 120.0000 276,000.00 38.000 4,560.00 2,057.860 246,943.20 068 HOT MIX ASPHALT (TYPE B) TONN 78.0000 441,480.00 910.000 70,980.00 5,714.000 445,692.00 069 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.0000 1,140.00 570.000 1,140.00 070 DATA CORE LS 1,200.0000 1,200.00 0.500 600.00 071 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 22.0000 4,840.00 9.000 198.00 229.000 5,038.00 072 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 22.0000 660.00 8.000 176.00 38.000 836.00 073 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 22.0000 5,060.00 22.000 484.00 074 TACK COAT TONN 1,000.0000 11,000.00 3.800 3,800.00 11.410 11,410.00 075 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 51,300.00 305.000 57,950.00 076 FURNISH PILING (CLASS 625) M 55.0000 33,495.00 574.600 31,603.00 PROGRAM CAS145 PAGE 4 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 02:05 PM ESTIMATE NO. 21 BID OPENING 05/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE PILE (CLASS 625) EA 3,100.0000 124,000.00 40.000 124,000.00 078 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 900.0000 54,000.00 60.000 54,000.00 (F) 079 STRUCTURAL CONCRETE, BRIDGE M3 900.0000 99,900.00 111.000 99,900.00 (F) 080 STRUCTURAL CONCRETE, RETAINING WALL M3 600.0000 59,400.00 99.000 59,400.00 (F) 081 STRUCTURE CONCRETE (AUSTIN VAULT) M3 400.0000 100,560.00 251.400 100,560.00 (F) 082 CLASS 2 CONCRETE (RETAINING WALL) M3 500.0000 425,000.00 850.000 425,000.00 (F) 083 CLASS 1 CONCRETE (BOX CULVERT) M3 1,300.0000 8,840.00 6.800 8,840.00 6.800 8,840.00 (F) 084 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 54,080.00 42.810 55,653.00 (F) 085 FRACTURED RIB TEXTURE M2 150.0000 9,600.00 64.000 9,600.00 (F) 086 DRILL AND BOND DOWEL M 73.0000 1,314.00 22.400 1,635.20 087 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 38.0000 4,142.00 109.000 4,142.00 088 PRECAST REINFORCED BOX CULVERT (2.44 X M 3,000.0000 19,500.00 6.500 19,500.00 3.0) 089 JOINT SEAL (MR 13 MM) M 350.0000 3,500.00 10.000 3,500.00 090 JOINT SEAL (MR 25 MM) M 520.0000 2,600.00 5.000 2,600.00 091 BAR REINFORCING STEEL KG 1.7000 47,334.80 27,844.000 47,334.80 (F) 092 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 45,250.00 18,100.000 45,250.00 (F) 093 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 157,250.00 92,500.000 157,250.00 (F) 094 BAR REINFORCING STEEL (BOX CULVERT) KG 4.1000 2,852.78 695.800 2,852.78 695.800 2,852.78 (F) 095 FURNISH STRUCTURAL STEEL (BRIDGE) KG 4.0000 115,600.00 28,900.000 115,600.00 (F) 096 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8000 23,120.00 28,900.000 23,120.00 (F) 097 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 7.0000 27,160.00 3,880.000 27,160.00 (F) 098 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.8500 3,298.00 3,880.000 3,298.00 (F) 099 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 62,100.00 10,350.000 62,100.00 (F) 100 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 8,797.50 5,175.000 4,398.75 (F) 101 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 140.0000 2,240.00 16.000 2,240.00 102 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 3,600.00 0.000 0.00 (1.6 MM-UNFRAMED) 103 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 1,430.00 0.000 0.00 (2.0 MM-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 02:05 PM ESTIMATE NO. 21 BID OPENING 05/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 700.00 0.000 0.00 (2.0 MM-FRAMED) 105 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 9,600.00 8.000 9,600.00 PIPE (SIGN FOUNDATION) 106 1524 MM CAST-IN-DRILLED-HOLE M 2,100.0000 16,800.00 8.000 16,800.00 (S) CONCRETE PILE (SIGN FOUNDATION) 107 METAL (BARRIER MOUNTED SIGN) KG 14.0000 1,540.00 0.000 0.00 (F) 108 ROADSIDE SIGN - ONE POST EA 300.0000 10,200.00 10.000 3,000.00 109 ROADSIDE SIGN - TWO POST EA 450.0000 900.00 2.000 900.00 110 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 300.00 2.000 300.00 METHOD) 111 CLEAN AND PAINT STRUCTURAL STEEL LS 20,000.0000 20,000.00 1.000 20,000.00 112 300 MM PLASTIC PIPE M 128.0000 1,792.00 14.000 1,792.00 113 450 MM REINFORCED CONCRETE PIPE M 210.0000 9,870.00 7.500 1,575.00 54.500 11,445.00 114 600 MM REINFORCED CONCRETE PIPE M 280.0000 123,200.00 440.000 123,200.00 115 600 MM CORRUGATED STEEL PIPE M 240.0000 3,360.00 14.000 3,360.00 (1.63 MM THICK) 116 EMERGENCY DRAIN VALVE EA 750.0000 750.00 1.000 750.00 117 150 MM PERFORATED PLASTIC PIPE M 25.0000 2,750.00 110.000 2,750.00 UNDERDRAIN (AUSTIN VALVE) 118 150 MM NON-PERFORATED PLASTIC PIPE M 19.0000 437.00 23.000 437.00 UNDERDRAIN (AUSTIN VALVE) 119 FILTER FABRIC M2 2.1000 504.00 240.000 504.00 240.000 504.00 120 1200 MM CORRUGATED STEEL PIPE RISER M 3,920.0000 7,840.00 2.000 7,840.00 (2.77 MM THICK) 121 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,200.0000 2,400.00 2.000 2,400.00 122 ROCK SLOPE PROTECTION M3 360.0000 1,080.00 0.000 0.00 (FACING, METHOD B) 123 GABION M3 400.0000 5,600.00 14.000 5,600.00 124 MINOR CONCRETE (GUTTER LINING) M3 680.0000 4,080.00 6.000 4,080.00 125 ROCK SLOPE PROTECTION FABRIC M2 8.6000 86.00 0.000 0.00 126 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 76,000.00 59.660 23,864.00 208.960 83,584.00 CONSTRUCTION) 127 MINOR CONCRETE (TEXTURED PAVING) M2 57.0000 66,120.00 25.000 1,425.00 1,082.000 61,674.00 128 MISCELLANEOUS IRON AND STEEL KG 2.5000 6,790.00 3,012.000 7,530.00 (F) 129 MISCELLANEOUS METAL (AUSTIN VALVE) KG 22.0000 1,100.00 50.000 1,100.00 (F) 130 MISCELLANEUOS METAL (WATER QUALITY KG 10.0000 1,690.00 0.000 0.00 (F) OUTLET RISER) PROGRAM CAS145 PAGE 6 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 02:05 PM ESTIMATE NO. 21 BID OPENING 05/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 CHAIN LINK FENCE (TYPE CL-1.8) M 67.0000 15,410.00 0.000 0.00 132 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 1,800.00 0.000 0.00 133 DELINEATOR (CLASS 1) EA 40.0000 840.00 0.000 0.00 134 METAL BEAM GUARD RAILING (WOOD POST) M 70.0000 23,100.00 26.000 1,820.00 246.000 17,220.00 135 CHAIN LINK RAILING (TYPE 7) M 210.0000 13,860.00 16.000 3,360.00 66.000 13,860.00 136 CONCRETE BARRIER (TYPE K) M 120.0000 2,160.00 0.000 0.00 137 CABLE RAILING M 63.0000 4,599.00 73.000 4,599.00 138 TRANSITION RAILING (TYPE WB) EA 2,900.0000 5,800.00 1.000 2,900.00 139 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 0.000 0.00 140 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 900.0000 900.00 1.000 900.00 141 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 2.000 4,400.00 142 CONCRETE BARRIER (TYPE 60C) M 270.0000 8,100.00 30.000 8,100.00 143 CONCRETE BARRIER (TYPE 736A) M 170.0000 54,230.00 319.000 54,230.00 (F) 144 CONCRETE BARRIER (TYPE 736 MODIFIED) M 380.0000 20,900.00 55.000 20,900.00 (F) 145 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 5,000.00 145.980 3,649.50 146 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 1,728.00 1,183.000 946.40 147 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,665.00 343.000 514.50 148 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 180.00 118.000 177.00 (BROKEN 3.66 M - 0.92 M) 149 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 600.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 150 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 414.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 151 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 770.00 12.000 12.00 152 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 2,250.00 205.000 615.00 153 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 16,500.0000 16,500.00 1.000 16,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 154 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.053 5,300.00 0.944 94,400.00 155 LIGHTING (TEMPORARY) LS 31,000.0000 31,000.00 0.931 28,861.00 156 MODIFY LIGHTING (PEDESTRIAN LS 6,000.0000 6,000.00 0.995 5,970.00 UNDERCROSSING) 157 COMMUNICATION CONDUIT (BRIDGE) M 560.0000 36,960.00 66.000 36,960.00 (F) PROGRAM CAS145 PAGE 7 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 02:05 PM ESTIMATE NO. 21 BID OPENING 05/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 MODIFY COMMUNICATION SYSTEM LS 70,000.0000 70,000.00 0.242 16,940.00 0.810 56,700.00 159 SPRINKLER CONTROL CONDUIT (BRIDGE) M 110.0000 3,630.00 50.000 5,500.00 (F) 160 MODIFY RAMP METERING SYSTEM LS 100,000.0000 100,000.00 0.258 25,800.00 0.858 85,800.00 161 MODIFY SIGNAL AND LIGHTING LS 44,000.0000 44,000.00 0.836 36,784.00 162 MODIFY LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 1.000 100,000.00 PROGRAM CAS145 PAGE 8 DATE 06/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 02:05 PM ESTIMATE NO. 21 BID OPENING 05/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/12 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 203,084.78 5,008,928.33 ADJUSTMENT OF COMPENSATION -18,713.44 84,814.90 EXTRA WORK 43,434.85 381,829.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 227,806.19 5,475,572.57 163 MOBILIZATION LS 460,000.0000 460,000.00 1.000 460,000.00 ORIGINAL CONTRACT AMOUNT 5,770,088.08 TOTAL WORK COMPLETED 227,806.19 5,935,572.57 MATERIALS ON HAND ON SITE 4,073.99 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 227,806.19 5,939,646.56 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/02/10 490 11/17/10 11/17/10 08/30/13 358 40 24 0 93% 70% PROGRESS IS SATISFACTORY CCO DELAYS RESLER, CAESAR RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/12