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 02/23/05 EST. NO.07 TIME 06:04 AM R.E. NAME: HISHAM ALNATOUR 06-464104 --------------------------------------------------------------------------- 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 0007 342.98 E.W. @ F.A.(+) 122204 N 0050.0 0010 520.83 120204 N 0042.1 0011 222.27 120304 N 0043.1 0012 418.20 020105 N 0067.0 0013 418.20 020205 N 0068.0 002 0022 185.91 E.W. @ F.A.(+) 111604 N 0032.0 0038 5,564.64 012505 N 0065.0 0042 1,143.92 012405 N 0063.0 0043 1,184.79 120604 N 0064.0 0047 371.80 110804 N 0029.1 0048 185.91 111604 N 0032.1 0049 743.60 112904 N 0036.1 0050 986.39 120604 N 0045.1 0051 986.39 120904 N 0046.1 0052 614.58 121004 N 0047.1 0053 331.08 011205 N 0056.1 0054 185.91 011305 N 0057.1 0055 557.70 011805 N 0058.1 0056 1,065.19 011905 N 0059.1 0057 371.80 012005 N 0060.1 0058 371.80 012105 N 0061.1 0059 522.82 012405 N 0069.0 0060 2,056.93 012505 N 0070.0 0061 2,810.40 020205 N 0071.0 003 0012 620.76 E.W. @ F.A.(+) 011405 N 0066.0 0013 638.00 121604 N 0062.0 0014 867.51 110104 N 0023.1 24,290.31 TOTAL THIS ESTIMATE 85,743.08 TOTAL PREVIOUS ESTIMATE 110,033.39 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 02/23/05 EST. NO.07 TIME 06:04 AM R.E. NAME: HISHAM ALNATOUR 06-464104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CALIBRATE BATCH TRK -1,400.00 01 CANCEL COZEEP LATE -400.00 01 CALIBRATE BATCH TRK 400.00 02 0.00 -1,400.00 TOTAL DEDUCTIONS 0.00 -1,400.00 PROGRAM CAS145 PAGE 1 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-464104 TIME 06:04 AM ESTIMATE NO. 07 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 02/23/05 LOCATION PROGRESS ESTIMATE 06-KER-99-20.5/R29.6 ----------------- AMERICAN CIVIL CONSTRUCTORS IN KERN COUNTY IN BAKERSFIELD FROM WEST COAST , INC. 0.1 KM SOUTH OF PACHECHO ROAD 3701 MALLARD DRIVE UNDERCROSSING TO 0.3 KM SOUTH OF BENECIA, CA. 94510 ROUTE 65 NORTHBOUND EXIT RAMP FED. AID NO. ACNH-P099(470)E REPLACE SLAB AND GRIND ------------------------------------------------------------------------------------------------------------------------------------ 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 8,000.0000 8,000.00 0.750 6,000.00 02 TIME-RELATED OVERHEAD LS 179,000.0000 179,000.00 0.720 128,880.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.900 2,250.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 7,000.0000 7,000.00 0.020 140.00 0.740 5,180.00 05 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 1,000.00 1.000 1,000.00 06 CONSTRUCTION AREA SIGNS LS 4,500.0000 4,500.00 0.010 45.00 0.790 3,555.00 S) 07 TRAFFIC CONTROL SYSTEM LS 165,000.0000 165,000.00 0.020 3,300.00 0.740 122,100.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 14,000.0000 14,000.00 0.020 280.00 0.740 10,360.00 S) 09 REMOVE METAL BEAM GUARD RAILING M 9.0000 4,680.00 472.300 4,250.70 S) 10 REMOVE ASPHALT CONCRETE DIKE M 5.0000 3,550.00 180.000 900.00 11 RECONSTRUCT METAL BEAM GUARD RAILING M 140.0000 15,400.00 61.800 8,652.00 S) 12 ADJUST INLET EA 500.0000 5,000.00 10.000 5,000.00 13 SALVAGE CRASH CUSHION EA 2,000.0000 6,000.00 0.000 0.00 14 STRAW (EROSION CONTROL) TONN 350.0000 3,500.00 0.000 0.00 S) 15 FIBER (EROSION CONTROL) KG 2.0000 3,000.00 0.000 0.00 S) 16 PURE LIVE SEED (EROSION CONTROL) KG 110.0000 19,250.00 0.000 0.00 S) 17 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.7500 1,045.00 0.000 0.00 S) 18 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 2,200.00 0.000 0.00 S) 19 ASPHALT CONCRETE (TYPE A) TONN 110.0000 1,870.00 0.000 0.00 20 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 2,880.00 0.000 0.00 AREA) 21 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 20.0000 14,200.00 0.000 0.00 22 REPLACE CONCRETE PAVEMENT M3 765.0000 1,346,400.00 1,813.910 1,387,641.15 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 2 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-464104 TIME 06:04 AM ESTIMATE NO. 07 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 GRIND EXISTING CONCRETE M2 4.2500 1,717,000.00 8,058.000 34,246.50 397,493.000 1,689,345.25 S) PAVEMENT 24 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 8,600.00 1.450 1,450.00 8.600 8,600.00 F) 25 MINOR CONCRETE (BACKFILL) M3 200.0000 8,480.00 22.000 4,400.00 F) 26 450 MM ALTERNATIVE PIPE CULVERT M 350.0000 9,450.00 6.500 2,275.00 20.500 7,175.00 27 FRAME AND GRATE EA 350.0000 2,100.00 1.000 350.00 6.000 2,100.00 S) 28 OBJECT MARKER (TYPE L-1) EA 50.0000 1,550.00 0.000 0.00 29 METAL BEAM GUARD RAILING (STEEL POST) M 110.0000 24,200.00 187.500 20,625.00 S) 30 BURIED POST ANCHOR EA 1,000.0000 9,000.00 7.000 7,000.00 S) 31 TERMINAL SYSTEM (TYPE ET) EA 3,500.0000 17,500.00 3.000 10,500.00 S) 32 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 71,300.00 30.000 69,000.00 S) 33 CRASH CUSHION, SAND FILLED EA 5,000.0000 15,000.00 0.000 0.00 S) 34 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 2.6000 273,000.00 0.000 0.00 S) 35 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 1,440.00 0.000 0.00 S) 36 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 20,440.00 24,104.000 16,872.80 S) (SPRAYABLE) 37 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 1,332.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 38 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 288.00 0.000 0.00 S) TYPE C) 39 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 6,210.00 3,200.000 9,600.00 S) 40 MODIFY TRAFFIC MONITORING STATION LS 110,000.0000 110,000.00 0.540 59,400.00 0.580 63,800.00 41 MODIFY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.050 500.00 0.050 500.00 PROGRAM CAS145 PAGE 3 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-464104 TIME 06:04 AM ESTIMATE NO. 07 BID OPENING 06/02/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 101,986.50 3,595,286.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 24,290.31 110,033.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 126,276.81 3,705,320.29 42 MOBILIZATION LS 199,000.0000 199,000.00 1.000 199,000.00 ORIGINAL CONTRACT AMOUNT 4,315,865.00 TOTAL WORK COMPLETED 126,276.81 3,904,320.29 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,400.00 TOTAL 126,276.81 3,902,920.29 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 07/06/04 68 08/10/04 09/07/04 03/22/05 58 55 0 12 83% 68% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 14 DATE 02/23/05