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 06/20/11 EST. NO.07 TIME 01:55 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/20/11 EST. NO.07 TIME 01:55 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 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:55 PM ESTIMATE NO. 07 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 06/20/11 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/20/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 1,500.0000 360,000.00 21.000 31,500.00 151.000 226,500.00 04 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.100 5,000.00 0.650 32,500.00 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL BLANKET M2 1.0000 410.00 1,320.000 1,320.00 07 TEMPORARY FIBER ROLL M 7.0000 3,780.00 154.000 1,078.00 872.000 6,104.00 08 TEMPORARY GRAVEL BAG BERM M 5.0000 11,500.00 122.000 610.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,900.0000 1,900.00 1.000 1,900.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 1,100.0000 3,300.00 4.000 4,400.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 1,400.00 11.000 1,100.00 12 TEMPORARY HYDRAULIC MULCH M2 1.0000 5,000.00 5,070.000 5,070.00 (BONDED FIBER MATRIX) 13 STREET SWEEPING LS 12,000.0000 12,000.00 0.100 1,200.00 0.550 6,600.00 14 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 17,000.0000 17,000.00 0.450 7,650.00 0.700 11,900.00 15 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.050 1,500.00 0.700 21,000.00 16 TRAFFIC CONTROL SYSTEM LS 105,000.0000 105,000.00 0.040 4,200.00 0.410 43,050.00 17 TYPE III BARRICADE EA 32.0000 672.00 6.000 192.00 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 10.0000 2,500.00 53.200 532.00 19 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.0000 22,610.00 1,560.000 10,920.00 20 TEMPORARY PAVEMENT MARKING (TAPE) M2 50.0000 850.00 0.000 0.00 21 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 7,260.00 54.000 1,782.00 22 TEMPORARY RAILING (TYPE K) M 26.0000 46,800.00 512.110 13,314.86 PROGRAM CAS145 PAGE 2 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:55 PM ESTIMATE NO. 07 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 06/20/11 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 180.0000 16,740.00 58.000 10,440.00 24 ABANDON PIPELINE M 20.0000 1,280.00 0.000 0.00 25 REMOVE CHAIN LINK FENCE M 22.0000 3,960.00 173.000 3,806.00 26 REMOVE METAL BEAM GUARD RAILING M 28.0000 3,640.00 63.000 1,764.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 172.00 146.000 292.00 STRIPE 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.9000 1,539.00 745.000 1,415.50 29 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 1,350.00 42.600 2,130.00 30 REMOVE PAVEMENT MARKER EA 0.5000 680.00 49.000 24.50 31 REMOVE ROADSIDE SIGN EA 100.0000 3,400.00 2.000 200.00 32 REMOVE SIGN STRUCTURE EA 5,700.0000 5,700.00 2.000 11,400.00 33 REMOVE PIPE M 39.0000 14,820.00 0.000 0.00 34 REMOVE INLET EA 470.0000 6,580.00 2.000 940.00 2.000 940.00 35 ADJUST INLET EA 810.0000 1,620.00 0.000 0.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 1,320.00 11.000 121.00 37 REMOVE CONCRETE M3 56.0000 33,040.00 68.000 3,808.00 38 CAP INLET EA 740.0000 740.00 0.000 0.00 39 BRIDGE REMOVAL, LOCATION A LS 20,000.0000 20,000.00 0.000 0.00 40 BRIDGE REMOVAL, LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 41 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 42 ROADWAY EXCAVATION M3 17.0000 112,710.00 1,150.000 19,550.00 43 ROADWAY EXCAVATION (TYPE Z-3) M3 150.0000 216,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 44 ROADWAY EXCAVATION (TYPE Y-2) M3 20.0000 48,600.00 101.000 2,020.00 (AERIALLY DEPOSITED LEAD) 45 LEAD COMPLIANCE PLAN LS 12,000.0000 12,000.00 1.000 12,000.00 46 STRUCTURE EXCAVATION M3 10.0000 13,010.00 0.000 0.00 F) 47 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 16,380.00 273.000 16,380.00 F) 48 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 28,725.00 1,915.000 28,725.00 F) 49 SAND BEDDING (AUSTIN VAULT) M3 65.0000 6,500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:55 PM ESTIMATE NO. 07 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 06/20/11 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (TYPE Z-3) M3 150.0000 18,000.00 120.000 18,000.00 F) (AERIALLY DEPOSITED LEAD) 51 STRUCTURE EXCAVATION (TYPE Y-2) M3 39.0000 18,720.00 480.000 18,720.00 F) (AERIALLY DEPOSITED LEAD) 52 STRUCTURE BACKFILL M3 30.0000 9,366.00 0.000 0.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 27,000.00 50.000 4,500.00 50.000 4,500.00 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 162,900.00 0.000 0.00 F) 55 SAND BACKFILL M3 60.0000 660.00 0.000 0.00 56 IMPORTED BORROW M3 10.0000 57,500.00 0.000 0.00 57 HIGHWAY PLANTING LS 50,000.0000 50,000.00 0.000 0.00 58 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 59 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 0.100 500.00 0.650 3,250.00 60 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 61 NPS 3 SUPPLY LINE (BRIDGE) M 500.0000 16,500.00 0.000 0.00 62 250 MM CORRUGATED HIGH DENSITY M 80.0000 2,400.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 63 200 MM WELDED STEEL PIPE CONDUIT M 640.0000 9,600.00 0.000 0.00 (6.35 MM THICK) 64 CLASS 2 AGGREGATE BASE M3 170.0000 1,020.00 0.000 0.00 65 CLASS 3 AGGREGATE BASE M3 30.0000 130,800.00 0.000 0.00 66 PERMEABLE MATERIAL (AUSTIN VAULT) M3 43.0000 3,655.00 0.000 0.00 67 LEAN CONCRETE BASE M3 120.0000 276,000.00 0.000 0.00 68 HOT MIX ASPHALT (TYPE B) TONN 78.0000 441,480.00 0.000 0.00 69 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.0000 1,140.00 0.000 0.00 70 DATA CORE LS 1,200.0000 1,200.00 0.000 0.00 71 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 22.0000 4,840.00 0.000 0.00 72 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 22.0000 660.00 0.000 0.00 73 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 22.0000 5,060.00 0.000 0.00 74 TACK COAT TONN 1,000.0000 11,000.00 0.000 0.00 75 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 51,300.00 0.000 0.00 76 FURNISH PILING (CLASS 625) M 55.0000 33,495.00 375.000 20,625.00 375.000 20,625.00 PROGRAM CAS145 PAGE 4 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:55 PM ESTIMATE NO. 07 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 06/20/11 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE PILE (CLASS 625) EA 3,100.0000 124,000.00 21.000 65,100.00 40.000 124,000.00 78 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 900.0000 54,000.00 60.000 54,000.00 60.000 54,000.00 F) 79 STRUCTURAL CONCRETE, BRIDGE M3 900.0000 99,900.00 37.000 33,300.00 37.000 33,300.00 F) 80 STRUCTURAL CONCRETE, RETAINING WALL M3 600.0000 59,400.00 49.000 29,400.00 99.000 59,400.00 F) 81 STRUCTURE CONCRETE (AUSTIN VAULT) M3 400.0000 100,560.00 0.000 0.00 F) 82 CLASS 2 CONCRETE (RETAINING WALL) M3 500.0000 425,000.00 125.000 62,500.00 760.000 380,000.00 F) 83 CLASS 1 CONCRETE (BOX CULVERT) M3 1,300.0000 8,840.00 0.000 0.00 F) 84 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 54,080.00 0.000 0.00 F) 85 FRACTURED RIB TEXTURE M2 150.0000 9,600.00 0.000 0.00 F) 86 DRILL AND BOND DOWEL M 73.0000 1,314.00 7.000 511.00 7.000 511.00 87 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 38.0000 4,142.00 0.000 0.00 88 PRECAST REINFORCED BOX CULVERT (2.44 X M 3,000.0000 19,500.00 6.500 19,500.00 6.500 19,500.00 3.0) 89 JOINT SEAL (MR 13 MM) M 350.0000 3,500.00 0.000 0.00 90 JOINT SEAL (MR 25 MM) M 520.0000 2,600.00 0.000 0.00 91 BAR REINFORCING STEEL KG 1.7000 47,334.80 0.000 0.00 F) 92 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 45,250.00 13,095.000 32,737.50 13,095.000 32,737.50 F) 93 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 157,250.00 9,250.000 15,725.00 92,500.000 157,250.00 F) 94 BAR REINFORCING STEEL (BOX CULVERT) KG 4.1000 2,852.78 0.000 0.00 F) 95 FURNISH STRUCTURAL STEEL (BRIDGE) KG 4.0000 115,600.00 0.000 0.00 F) 96 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8000 23,120.00 0.000 0.00 F) 97 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 7.0000 27,160.00 0.000 0.00 F) 98 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.8500 3,298.00 0.000 0.00 F) 99 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 62,100.00 0.000 0.00 F) 00 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 8,797.50 0.000 0.00 F) 01 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 140.0000 2,240.00 0.000 0.00 02 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 3,600.00 0.000 0.00 (1.6 MM-UNFRAMED) 03 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 1,430.00 0.000 0.00 (2.0 MM-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:55 PM ESTIMATE NO. 07 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 06/20/11 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 700.00 0.000 0.00 (2.0 MM-FRAMED) 05 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 9,600.00 0.000 0.00 PIPE (SIGN FOUNDATION) 06 1524 MM CAST-IN-DRILLED-HOLE M 2,100.0000 16,800.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 07 METAL (BARRIER MOUNTED SIGN) KG 14.0000 1,540.00 0.000 0.00 F) 08 ROADSIDE SIGN - ONE POST EA 300.0000 10,200.00 0.000 0.00 09 ROADSIDE SIGN - TWO POST EA 450.0000 900.00 0.000 0.00 10 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 300.00 0.000 0.00 METHOD) 11 CLEAN AND PAINT STRUCTURAL STEEL LS 20,000.0000 20,000.00 0.000 0.00 12 300 MM PLASTIC PIPE M 128.0000 1,792.00 0.000 0.00 13 450 MM REINFORCED CONCRETE PIPE M 210.0000 9,870.00 0.000 0.00 14 600 MM REINFORCED CONCRETE PIPE M 280.0000 123,200.00 0.000 0.00 15 600 MM CORRUGATED STEEL PIPE M 240.0000 3,360.00 0.000 0.00 (1.63 MM THICK) 16 EMERGENCY DRAIN VALVE EA 750.0000 750.00 0.000 0.00 17 150 MM PERFORATED PLASTIC PIPE M 25.0000 2,750.00 0.000 0.00 UNDERDRAIN (AUSTIN VALVE) 18 150 MM NON-PERFORATED PLASTIC PIPE M 19.0000 437.00 0.000 0.00 UNDERDRAIN (AUSTIN VALVE) 19 FILTER FABRIC M2 2.1000 504.00 0.000 0.00 20 1200 MM CORRUGATED STEEL PIPE RISER M 3,920.0000 7,840.00 0.000 0.00 (2.77 MM THICK) 21 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,200.0000 2,400.00 0.000 0.00 22 ROCK SLOPE PROTECTION M3 360.0000 1,080.00 0.000 0.00 (FACING, METHOD B) 23 GABION M3 400.0000 5,600.00 0.000 0.00 24 MINOR CONCRETE (GUTTER LINING) M3 680.0000 4,080.00 0.000 0.00 25 ROCK SLOPE PROTECTION FABRIC M2 8.6000 86.00 0.000 0.00 26 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 76,000.00 0.000 0.00 CONSTRUCTION) 27 MINOR CONCRETE (TEXTURED PAVING) M2 57.0000 66,120.00 0.000 0.00 28 MISCELLANEOUS IRON AND STEEL KG 2.5000 6,790.00 0.000 0.00 F) 29 MISCELLANEOUS METAL (AUSTIN VALVE) KG 22.0000 1,100.00 0.000 0.00 F) 30 MISCELLANEUOS METAL (WATER QUALITY KG 10.0000 1,690.00 0.000 0.00 F) OUTLET RISER) PROGRAM CAS145 PAGE 6 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:55 PM ESTIMATE NO. 07 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 06/20/11 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CHAIN LINK FENCE (TYPE CL-1.8) M 67.0000 15,410.00 0.000 0.00 32 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 1,800.00 0.000 0.00 33 DELINEATOR (CLASS 1) EA 40.0000 840.00 0.000 0.00 34 METAL BEAM GUARD RAILING (WOOD POST) M 70.0000 23,100.00 0.000 0.00 35 CHAIN LINK RAILING (TYPE 7) M 210.0000 13,860.00 0.000 0.00 36 CONCRETE BARRIER (TYPE K) M 120.0000 2,160.00 0.000 0.00 37 CABLE RAILING M 63.0000 4,599.00 0.000 0.00 38 TRANSITION RAILING (TYPE WB) EA 2,900.0000 5,800.00 0.000 0.00 39 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 0.000 0.00 40 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 900.0000 900.00 0.000 0.00 41 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 60C) M 270.0000 8,100.00 0.000 0.00 43 CONCRETE BARRIER (TYPE 736A) M 170.0000 54,230.00 0.000 0.00 F) 44 CONCRETE BARRIER (TYPE 736 MODIFIED) M 380.0000 20,900.00 0.000 0.00 F) 45 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 5,000.00 0.000 0.00 46 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 1,728.00 0.000 0.00 47 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,665.00 0.000 0.00 48 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 180.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 600.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 50 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 414.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 51 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 770.00 0.000 0.00 52 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 2,250.00 0.000 0.00 53 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 16,500.0000 16,500.00 0.050 825.00 0.600 9,900.00 SYSTEM ELEMENTS DURING CONSTRUCTION 54 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.000 0.00 55 LIGHTING (TEMPORARY) LS 31,000.0000 31,000.00 0.510 15,810.00 56 MODIFY LIGHTING (PEDESTRIAN LS 6,000.0000 6,000.00 0.000 0.00 UNDERCROSSING) 57 COMMUNICATION CONDUIT (BRIDGE) M 560.0000 36,960.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:55 PM ESTIMATE NO. 07 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 06/20/11 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 MODIFY COMMUNICATION SYSTEM LS 70,000.0000 70,000.00 0.000 0.00 59 SPRINKLER CONTROL CONDUIT (BRIDGE) M 110.0000 3,630.00 0.000 0.00 F) 60 MODIFY RAMP METERING SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 61 MODIFY SIGNAL AND LIGHTING LS 44,000.0000 44,000.00 0.000 0.00 62 MODIFY LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1786A4 TIME 01:55 PM ESTIMATE NO. 07 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 06/20/11 R.E. NAME: RESLER, CAESAR DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 392,291.50 1,578,064.36 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 1,106.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 392,291.50 1,579,170.89 63 MOBILIZATION LS 460,000.0000 460,000.00 0.950 437,000.00 ORIGINAL CONTRACT AMOUNT 5,770,088.08 TOTAL WORK COMPLETED 392,291.50 2,016,170.89 MATERIALS ON HAND ON SITE 118,097.23 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 392,291.50 2,134,268.12 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 03/31/12 128 15 0 0 35% 26% PROGRESS IS SATISFACTORY RESLER, CAESAR RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/11