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 07/23/13 EST. NO.34 TIME 01:39 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 0051 1,757.34 E.W. @ F.A.(+) 081712 N 0476.0 023 0012 1,013.88 E.W. @ F.A.(+) 022312 N 0197.0 031 0029 3,957.60 A.C. @ F.A.(+) 052212 N 0303.0 034 0002 1,017.56 E.W. @ F.A.(+) 042512 N 0553.0 0003 758.51 042712 N 0554.0 0004 288.75 043012 N 0555.0 0005 393.50 050112 N 0556.0 0006 1,379.58 060712 N 0557.0 0007 7,339.62 060912 N 0558.0 17,906.34 TOTAL THIS ESTIMATE 869,227.00 TOTAL PREVIOUS ESTIMATE 887,133.34 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 07/23/13 EST. NO.34 TIME 01:39 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 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:39 PM ESTIMATE NO. 34 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 07/20/13 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 07/23/13 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 7.000 1,750 003 TIME-RELATED OVERHEAD WDAY 1,500.0000 360,000.00 264.000 396,000 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 005 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET M2 1.0000 410.00 1,590.000 1,590 007 TEMPORARY FIBER ROLL M 7.0000 3,780.00 1,161.000 8,127 008 TEMPORARY GRAVEL BAG BERM M 5.0000 11,500.00 2,024.000 10,120 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,900.0000 1,900.00 1.000 1,900 010 TEMPORARY CONSTRUCTION ENTRANCE EA 1,100.0000 3,300.00 6.000 6,600 011 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 1,400.00 14.000 1,400 012 TEMPORARY HYDRAULIC MULCH M2 1.0000 5,000.00 10,670.000 10,670 (BONDED FIBER MATRIX) 013 STREET SWEEPING LS 12,000.0000 12,000.00 1.000 12,000 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 17,000.0000 17,000.00 1.000 17,000 015 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000 016 TRAFFIC CONTROL SYSTEM LS 105,000.0000 105,000.00 1.000 105,000 017 TYPE III BARRICADE EA 32.0000 672.00 23.000 736 018 TEMPORARY PAVEMENT MARKING (PAINT) M2 10.0000 2,500.00 250.000 2,500 019 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.0000 22,610.00 3,230.000 22,610 020 TEMPORARY PAVEMENT MARKING (TAPE) M2 50.0000 850.00 21.000 1,050 021 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 7,260.00 170.000 5,610 022 TEMPORARY RAILING (TYPE K) M 26.0000 46,800.00 1,748.000 45,448 PROGRAM CAS145 PAGE 2 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:39 PM ESTIMATE NO. 34 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 07/20/13 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 180.0000 16,740.00 79.000 14,220 024 ABANDON PIPELINE M 20.0000 1,280.00 64.000 1,280 025 REMOVE CHAIN LINK FENCE M 22.0000 3,960.00 249.000 5,478 026 REMOVE METAL BEAM GUARD RAILING M 28.0000 3,640.00 195.000 5,460 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 172.00 1,198.000 2,396 STRIPE 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.9000 1,539.00 2,434.000 4,624 029 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 1,350.00 91.600 4,580 030 REMOVE PAVEMENT MARKER EA 0.5000 680.00 1,405.000 702 031 REMOVE ROADSIDE SIGN EA 100.0000 3,400.00 34.000 3,400 032 REMOVE SIGN STRUCTURE EA 5,700.0000 5,700.00 1.000 5,700 033 REMOVE PIPE M 39.0000 14,820.00 380.000 14,820 034 REMOVE INLET EA 470.0000 6,580.00 14.000 6,580 035 ADJUST INLET EA 810.0000 1,620.00 2.000 1,620 036 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 1,320.00 679.090 7,469 037 REMOVE CONCRETE M3 56.0000 33,040.00 639.100 35,789 038 CAP INLET EA 740.0000 740.00 1.000 740 039 BRIDGE REMOVAL, LOCATION A LS 20,000.0000 20,000.00 1.000 20,000 040 BRIDGE REMOVAL, LOCATION B LS 10,000.0000 10,000.00 1.000 10,000 041 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000 042 ROADWAY EXCAVATION M3 17.0000 112,710.00 8,146.000 138,482 043 ROADWAY EXCAVATION (TYPE Z-3) M3 150.0000 216,000.00 0.000 0 (AERIALLY DEPOSITED LEAD) 044 ROADWAY EXCAVATION (TYPE Y-2) M3 20.0000 48,600.00 4,297.000 85,940 (AERIALLY DEPOSITED LEAD) 045 LEAD COMPLIANCE PLAN LS 12,000.0000 12,000.00 1.000 12,000 046 STRUCTURE EXCAVATION M3 10.0000 13,010.00 1,301.000 13,010 (F) 047 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 16,380.00 273.000 16,380 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 28,725.00 1,915.000 28,725 (F) 049 SAND BEDDING (AUSTIN VAULT) M3 65.0000 6,500.00 100.000 6,500 PROGRAM CAS145 PAGE 3 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:39 PM ESTIMATE NO. 34 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 07/20/13 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (TYPE Z-3) M3 150.0000 18,000.00 120.000 18,000 (F) (AERIALLY DEPOSITED LEAD) 051 STRUCTURE EXCAVATION (TYPE Y-2) M3 39.0000 18,720.00 480.000 18,720 (F) (AERIALLY DEPOSITED LEAD) 052 STRUCTURE BACKFILL M3 30.0000 9,366.00 312.200 9,366 (F) 053 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 27,000.00 300.000 27,000 (F) 054 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 162,900.00 2,715.000 162,900 (F) 055 SAND BACKFILL M3 60.0000 660.00 11.000 660 056 IMPORTED BORROW M3 10.0000 57,500.00 5,750.000 57,500 057 HIGHWAY PLANTING LS 50,000.0000 50,000.00 1.000 50,000 058 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.150 2,250.00 1.000 15,000 059 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 1.000 5,000 060 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 061 NPS 3 SUPPLY LINE (BRIDGE) M 500.0000 16,500.00 91.000 45,500 062 250 MM CORRUGATED HIGH DENSITY M 80.0000 2,400.00 30.000 2,400 POLYETHYLENE PIPE CONDUIT 063 200 MM WELDED STEEL PIPE CONDUIT M 640.0000 9,600.00 15.000 9,600 (6.35 MM THICK) 064 CLASS 2 AGGREGATE BASE M3 170.0000 1,020.00 6.000 1,020 065 CLASS 3 AGGREGATE BASE M3 30.0000 130,800.00 4,360.000 130,800 066 PERMEABLE MATERIAL (AUSTIN VAULT) M3 43.0000 3,655.00 85.000 3,655 067 LEAN CONCRETE BASE M3 120.0000 276,000.00 2,087.000 250,440 068 HOT MIX ASPHALT (TYPE B) TONN 78.0000 441,480.00 5,790.000 451,620 069 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.0000 1,140.00 570.000 1,140 070 DATA CORE LS 1,200.0000 1,200.00 1.000 1,200 071 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 22.0000 4,840.00 229.000 5,038 072 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 22.0000 660.00 115.000 2,530 073 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 22.0000 5,060.00 230.000 5,060 074 TACK COAT TONN 1,000.0000 11,000.00 11.410 11,410 075 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 51,300.00 305.000 57,950 076 FURNISH PILING (CLASS 625) M 55.0000 33,495.00 574.600 31,603 PROGRAM CAS145 PAGE 4 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:39 PM ESTIMATE NO. 34 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 07/20/13 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE PILE (CLASS 625) EA 3,100.0000 124,000.00 40.000 124,000 078 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 900.0000 54,000.00 60.000 54,000 (F) 079 STRUCTURAL CONCRETE, BRIDGE M3 900.0000 99,900.00 111.000 99,900 (F) 080 STRUCTURAL CONCRETE, RETAINING WALL M3 600.0000 59,400.00 99.000 59,400 (F) 081 STRUCTURE CONCRETE (AUSTIN VAULT) M3 400.0000 100,560.00 251.400 100,560 (F) 082 CLASS 2 CONCRETE (RETAINING WALL) M3 500.0000 425,000.00 850.000 425,000 (F) 083 CLASS 1 CONCRETE (BOX CULVERT) M3 1,300.0000 8,840.00 6.800 8,840 (F) 084 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 54,080.00 42.810 55,653 (F) 085 FRACTURED RIB TEXTURE M2 150.0000 9,600.00 64.000 9,600 (F) 086 DRILL AND BOND DOWEL M 73.0000 1,314.00 22.400 1,635 087 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 38.0000 4,142.00 109.000 4,142 088 PRECAST REINFORCED BOX CULVERT (2.44 X M 3,000.0000 19,500.00 6.500 19,500 3.0) 089 JOINT SEAL (MR 13 MM) M 350.0000 3,500.00 10.000 3,500 090 JOINT SEAL (MR 25 MM) M 520.0000 2,600.00 5.000 2,600 091 BAR REINFORCING STEEL KG 1.7000 47,334.80 27,844.000 47,334 (F) 092 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 45,250.00 18,100.000 45,250 (F) 093 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 157,250.00 92,500.000 157,250 (F) 094 BAR REINFORCING STEEL (BOX CULVERT) KG 4.1000 2,852.78 695.800 2,852 (F) 095 FURNISH STRUCTURAL STEEL (BRIDGE) KG 4.0000 115,600.00 28,900.000 115,600 (F) 096 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8000 23,120.00 28,900.000 23,120 (F) 097 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 7.0000 27,160.00 3,880.000 27,160 (F) 098 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.8500 3,298.00 3,880.000 3,298 (F) 099 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 62,100.00 10,350.000 62,100 (F) 100 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 8,797.50 10,350.000 8,797 (F) 101 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 140.0000 2,240.00 16.000 2,240 102 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 3,600.00 36.000 3,600 (1.6 MM-UNFRAMED) 103 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 1,430.00 13.000 1,430 (2.0 MM-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:39 PM ESTIMATE NO. 34 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 07/20/13 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 700.00 5.000 700 (2.0 MM-FRAMED) 105 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 9,600.00 8.000 9,600 PIPE (SIGN FOUNDATION) 106 1524 MM CAST-IN-DRILLED-HOLE M 2,100.0000 16,800.00 8.000 16,800 (S) CONCRETE PILE (SIGN FOUNDATION) 107 METAL (BARRIER MOUNTED SIGN) KG 14.0000 1,540.00 110.000 1,540 (F) 108 ROADSIDE SIGN - ONE POST EA 300.0000 10,200.00 34.000 10,200 109 ROADSIDE SIGN - TWO POST EA 450.0000 900.00 2.000 900 110 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 300.00 2.000 300 METHOD) 111 CLEAN AND PAINT STRUCTURAL STEEL LS 20,000.0000 20,000.00 1.000 20,000 112 300 MM PLASTIC PIPE M 128.0000 1,792.00 14.000 1,792 113 450 MM REINFORCED CONCRETE PIPE M 210.0000 9,870.00 54.500 11,445 114 600 MM REINFORCED CONCRETE PIPE M 280.0000 123,200.00 440.000 123,200 115 600 MM CORRUGATED STEEL PIPE M 240.0000 3,360.00 14.000 3,360 (1.63 MM THICK) 116 EMERGENCY DRAIN VALVE EA 750.0000 750.00 1.000 750 117 150 MM PERFORATED PLASTIC PIPE M 25.0000 2,750.00 110.000 2,750 UNDERDRAIN (AUSTIN VALVE) 118 150 MM NON-PERFORATED PLASTIC PIPE M 19.0000 437.00 23.000 437 UNDERDRAIN (AUSTIN VALVE) 119 FILTER FABRIC M2 2.1000 504.00 240.000 504 120 1200 MM CORRUGATED STEEL PIPE RISER M 3,920.0000 7,840.00 2.000 7,840 (2.77 MM THICK) 121 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,200.0000 2,400.00 2.000 2,400 122 ROCK SLOPE PROTECTION M3 360.0000 1,080.00 3.000 1,080 (FACING, METHOD B) 123 GABION M3 400.0000 5,600.00 14.000 5,600 124 MINOR CONCRETE (GUTTER LINING) M3 680.0000 4,080.00 6.000 4,080 125 ROCK SLOPE PROTECTION FABRIC M2 8.6000 86.00 10.000 86 126 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 76,000.00 279.000 111,600 CONSTRUCTION) 127 MINOR CONCRETE (TEXTURED PAVING) M2 57.0000 66,120.00 1,160.000 66,120 128 MISCELLANEOUS IRON AND STEEL KG 2.5000 6,790.00 3,012.000 7,530 (F) 129 MISCELLANEOUS METAL (AUSTIN VALVE) KG 22.0000 1,100.00 50.000 1,100 (F) 130 MISCELLANEUOS METAL (WATER QUALITY KG 10.0000 1,690.00 169.000 1,690 (F) OUTLET RISER) PROGRAM CAS145 PAGE 6 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:39 PM ESTIMATE NO. 34 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 07/20/13 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CHAIN LINK FENCE (TYPE CL-1.8) M 67.0000 15,410.00 230.000 15,410 132 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 1,800.00 2.000 1,800 133 DELINEATOR (CLASS 1) EA 40.0000 840.00 21.000 840 134 METAL BEAM GUARD RAILING (WOOD POST) M 70.0000 23,100.00 330.000 23,100 135 CHAIN LINK RAILING (TYPE 7) M 210.0000 13,860.00 66.000 13,860 136 CONCRETE BARRIER (TYPE K) M 120.0000 2,160.00 0.000 0 137 CABLE RAILING M 63.0000 4,599.00 73.000 4,599 138 TRANSITION RAILING (TYPE WB) EA 2,900.0000 5,800.00 1.500 4,350 139 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 1.000 800 140 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 900.0000 900.00 1.000 900 141 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 2.000 4,400 142 CONCRETE BARRIER (TYPE 60C) M 270.0000 8,100.00 30.000 8,100 143 CONCRETE BARRIER (TYPE 736A) M 170.0000 54,230.00 319.000 54,230 (F) 144 CONCRETE BARRIER (TYPE 736 MODIFIED) M 380.0000 20,900.00 55.000 20,900 (F) 145 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 5,000.00 291.400 7,285 146 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 1,728.00 3,408.190 2,726 147 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,665.00 2,717.000 4,075 148 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 180.00 147.000 220 (BROKEN 3.66 M - 0.92 M) 149 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 600.00 1,160.000 696 (BROKEN 10.98 M - 3.66 M) 150 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 414.00 749.000 449 (BROKEN 5.18 M - 2.14 M) 151 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 770.00 12.000 12 152 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 2,250.00 1,065.000 3,195 153 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 16,500.0000 16,500.00 1.000 16,500 SYSTEM ELEMENTS DURING CONSTRUCTION 154 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 1.000 100,000 155 LIGHTING (TEMPORARY) LS 31,000.0000 31,000.00 1.000 31,000 156 MODIFY LIGHTING (PEDESTRIAN LS 6,000.0000 6,000.00 1.000 6,000 UNDERCROSSING) 157 COMMUNICATION CONDUIT (BRIDGE) M 560.0000 36,960.00 66.000 36,960 (F) PROGRAM CAS145 PAGE 7 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:39 PM ESTIMATE NO. 34 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 07/20/13 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MODIFY COMMUNICATION SYSTEM LS 70,000.0000 70,000.00 1.000 70,000 159 SPRINKLER CONTROL CONDUIT (BRIDGE) M 110.0000 3,630.00 50.000 5,500 (F) 160 MODIFY RAMP METERING SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 161 MODIFY SIGNAL AND LIGHTING LS 44,000.0000 44,000.00 1.000 44,000 162 MODIFY LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 1.000 100,000 PROGRAM CAS145 PAGE 8 DATE 07/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:39 PM ESTIMATE NO. 34 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 07/20/13 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 07/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,250.00 5,287,296.92 ADJUSTMENT OF COMPENSATION 3,957.60 375,536.39 EXTRA WORK 13,948.74 511,596.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 20,156.34 6,174,430.26 163 MOBILIZATION LS 460,000.0000 460,000.00 1.000 460,000 ORIGINAL CONTRACT AMOUNT 5,770,088.08 TOTAL WORK COMPLETED 20,156.34 6,634,430.26 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 20,156.34 6,634,430.26 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 07/31/13 589 41 24 0 98% 100% PROGRESS IS SATISFACTORY RESLER, CAESAR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/13