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 07/24/08 EST. NO.02 TIME 12:35 PM R.E. NAME: HISHAM ALNATOUR 09-328804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 15,189.23 E.W. @ U.P (+) 061608 N 0001 0 15,189.23 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 15,189.23 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 07/24/08 EST. NO.02 TIME 12:35 PM R.E. NAME: HISHAM ALNATOUR 09-328804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-4401 -10,000.00 02 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 02 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -20,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 07/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-328804 TIME 12:35 PM ESTIMATE NO. 02 BID OPENING 04/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/16/08 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 07/24/08 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 09-KER-178-90.4/92.3 ---------------------------------- CRUCO CONSTRUCTION GROUP INC IN KERN COUNTY ABOUT 8.6 MILES WEST 2443 FOUNDRY PARK AVE OF RIDGECREST FROM 0.5 MILE EAST OF FRESNO, CA 93706 SIERRA VISTA TO SECOND STREET FED. AID NO. N O N E WIDEN SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 5.5000 32,945.00 2,067.000 11,368.50 5,661.000 31,135.50 02 CONSTRUCTION SITE MANAGEMENT LS 750.0000 750.00 1.000 750.00 1.000 750.00 03 PREPARE STORM WATER POLLUTION LS 750.0000 750.00 1.000 750.00 1.000 750.00 PREVENTION PLAN 04 STREET SWEEPING LS 10,000.0000 10,000.00 0.400 4,000.00 1.000 10,000.00 05 CONSTRUCTION AREA SIGNS LS 4,050.0000 4,050.00 0.400 1,620.00 1.000 4,050.00 S) 06 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.500 20,000.00 1.000 40,000.00 S) 07 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,500.0000 3,500.00 0.500 1,750.00 1.000 3,500.00 S) 08 REMOVE ROADSIDE SIGN EA 81.0000 162.00 2.000 162.00 09 REMOVE HEADWALL EA 450.0000 450.00 1.000 450.00 10 REMOVE DELINEATOR EA 9.0000 504.00 54.000 486.00 S) 11 ROADWAY EXCAVATION M3 19.2500 45,622.50 1,384.410 26,649.89 1,884.410 36,274.89 12 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 13 HOT MIX ASPHALT (TYPE A) TONN 124.5000 754,470.00 5,199.950 647,393.78 5,799.950 722,093.78 14 SHOULDER RUMBLE STRIP STA 163.5000 8,992.50 55.610 9,092.24 55.610 9,092.24 (HMA,GROUND-IN INDENTATIONS) 15 TACK COAT TONN 1,000.0000 6,000.00 5.000 5,000.00 6.000 6,000.00 16 600 MM CORRUGATED STEEL PIPE M 715.0000 1,430.00 2.000 1,430.00 (2.01 MM THICK) 17 600 MM ALTERNATIVE FLARED END SECTION EA 950.0000 1,900.00 2.000 1,900.00 18 DELINEATOR (CLASS 2) EA 40.0000 2,320.00 58.000 2,320.00 58.000 2,320.00 S) 19 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 5,759.00 8,864.000 5,761.60 8,864.000 5,761.60 S) PROGRAM CAS145 PAGE 2 DATE 07/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-328804 TIME 12:35 PM ESTIMATE NO. 02 BID OPENING 04/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/16/08 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 07/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 737,456.01 877,156.01 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 15,189.23 15,189.23 SUBTOTAL AMOUNT EARNED 752,645.24 892,345.24 ORIGINAL CONTRACT AMOUNT 920,605.00 TOTAL WORK COMPLETED 752,645.24 892,345.24 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -20,000.00 TOTAL 732,645.24 872,345.24 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/30/08 45 05/30/08 05/30/08 07/16/08 5 0 0 0 100% 100% HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/08