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 11/23/04 EST. NO.04 TIME 06:49 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 --------------------------------------------------------------------------- *** 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 11/23/04 EST. NO.04 TIME 06:49 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 11/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-464104 TIME 06:49 AM ESTIMATE NO. 04 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 11/20/04 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 11/23/04 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 0.250 2,000.00 0.750 6,000.00 02 TIME-RELATED OVERHEAD LS 179,000.0000 179,000.00 0.150 26,850.00 0.590 105,610.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.150 375.00 0.900 2,250.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 7,000.0000 7,000.00 0.440 3,080.00 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 0.060 270.00 0.730 3,285.00 S) 07 TRAFFIC CONTROL SYSTEM LS 165,000.0000 165,000.00 0.150 24,750.00 0.590 97,350.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 14,000.0000 14,000.00 0.150 2,100.00 0.590 8,260.00 S) 09 REMOVE METAL BEAM GUARD RAILING M 9.0000 4,680.00 140.000 1,260.00 140.000 1,260.00 S) 10 REMOVE ASPHALT CONCRETE DIKE M 5.0000 3,550.00 100.000 500.00 100.000 500.00 11 RECONSTRUCT METAL BEAM GUARD RAILING M 140.0000 15,400.00 20.000 2,800.00 20.000 2,800.00 S) 12 ADJUST INLET EA 500.0000 5,000.00 0.000 0.00 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 13.350 10,212.75 1,813.910 1,387,641.15 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 2 DATE 11/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-464104 TIME 06:49 AM ESTIMATE NO. 04 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 11/20/04 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 11/23/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 83,588.000 355,249.00 270,000.000 1,147,500.00 S) PAVEMENT 24 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 8,600.00 0.000 0.00 F) 25 MINOR CONCRETE (BACKFILL) M3 200.0000 8,480.00 0.000 0.00 F) 26 450 MM ALTERNATIVE PIPE CULVERT M 350.0000 9,450.00 0.000 0.00 27 FRAME AND GRATE EA 350.0000 2,100.00 0.000 0.00 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 75.000 8,250.00 75.000 8,250.00 S) 30 BURIED POST ANCHOR EA 1,000.0000 9,000.00 3.000 3,000.00 3.000 3,000.00 S) 31 TERMINAL SYSTEM (TYPE ET) EA 3,500.0000 17,500.00 0.000 0.00 S) 32 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 71,300.00 10.000 23,000.00 10.000 23,000.00 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 0.000 0.00 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 0.000 0.00 41 MODIFY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-464104 TIME 06:49 AM ESTIMATE NO. 04 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 11/20/04 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 11/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 460,616.75 2,810,386.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 460,616.75 2,810,386.15 42 MOBILIZATION LS 199,000.0000 199,000.00 1.000 199,000.00 ORIGINAL CONTRACT AMOUNT 4,315,865.00 TOTAL WORK COMPLETED 460,616.75 3,009,386.15 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,400.00 TOTAL 460,616.75 3,007,986.15 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 12/30/04 43 8 0 3 64% 59% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 21 DATE 11/23/04