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 11/24/08 EST. NO.03 TIME 07:43 AM R.E. NAME: HISHAM ALNATOUR 06-0E1804 --------------------------------------------------------------------------- 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 0001 238.69 E.W. @ F.A.(+) 093008 N 0001 0 0002 278.25 100108 N 0002 0 0003 3,221.74 100308 N 0003 0 0004 3,216.39 100708 N 0004 0 0005 238.69 101408 N 0005 0 0006 238.69 101508 N 0006 0 0007 278.25 101608 N 0007 0 0008 238.69 102008 N 0008 0 0009 238.69 102108 N 0009 0 002 0001 74,040.33 A.C. @ U.P.(+) 100608 N 0001 0 007 0001 -49,299.68 A.C. @ U.P.(-) 102908 N 0001 0 32,928.73 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 32,928.73 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 11/24/08 EST. NO.03 TIME 07:43 AM R.E. NAME: HISHAM ALNATOUR 06-0E1804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E1804 TIME 07:43 AM ESTIMATE NO. 03 BID OPENING 05/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 11/24/08 LOCATION PROGRESS ESTIMATE 06-KER-58-59.6/64.4 ----------------- GRANITE CONSTRUCTION COMPANY IN KERN COUNTY NEAR BAKERSFIELD PO BOX 5127 FROM 0.3 KM EAST OF 58/184 BAKERSFIELD, CA 93388 SEPARATION TO 0.4 KM WEST OF TEJON HIGHWAY OVERCROSSING FED. AID NO. ACNH-P058(104)E ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ 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 600.0000 600.00 0.740 444.00 02 TIME-RELATED OVERHEAD LS 100,000.0000 100,000.00 0.150 15,000.00 0.750 75,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.150 1,500.00 0.750 7,500.00 04 PREPARE WATER POLLUTION CONTROL LS 300.0000 300.00 0.750 225.00 PROGRAM 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 350.0000 350.00 1.000 350.00 1.000 350.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 6,000.00 0.000 0.00 07 TEMPORARY COVER M2 0.3000 432.00 15.360 4.61 08 STREET SWEEPING LS 10,000.0000 10,000.00 0.150 1,500.00 0.750 7,500.00 09 CONSTRUCTION AREA SIGNS LS 2,990.0000 2,990.00 0.050 149.50 0.830 2,481.70 S) 10 TRAFFIC CONTROL SYSTEM LS 125,201.0000 125,201.00 0.150 18,780.15 0.750 93,900.75 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 9,000.0000 9,000.00 0.150 1,350.00 0.750 6,750.00 S) 12 REMOVE METAL BEAM GUARD RAILING M 33.9000 6,780.00 0.000 0.00 S) 13 REMOVE ASPHALT CONCRETE DIKE M 2.7000 8,532.00 372.000 1,004.40 14 REMOVE CONCRETE SURFACING M3 96.0000 39,360.00 375.900 36,086.40 15 ADJUST FRAME AND GRATE TO GRADE EA 1,420.0000 22,720.00 14.000 19,880.00 14.000 19,880.00 16 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.8500 17,399.00 3,446.400 23,607.84 S) 17 ROADWAY EXCAVATION M3 45.6000 167,352.00 3,687.400 168,145.44 18 IMPORTED MATERIAL (SHOULDER BACKING) TONN 21.0000 42,000.00 1,559.410 32,747.61 1,559.410 32,747.61 19 ASPHALT CONCRETE TONN 81.6000 1,809,888.00 187.900 15,332.64 22,200.950 1,811,597.52 20 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 102.0000 1,028,160.00 3,754.010 382,909.02 10,001.200 1,020,122.40 21 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.2500 3,825.00 1,742.200 7,404.35 1,742.200 7,404.35 22 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.2500 11,390.00 1,594.850 6,778.11 1,594.850 6,778.11 PROGRAM CAS145 PAGE 2 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E1804 TIME 07:43 AM ESTIMATE NO. 03 BID OPENING 05/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SHOULDER RUMBLE STRIP STA 73.3000 11,728.00 138.260 10,134.46 138.260 10,134.46 (AC, GROUND-IN INDENTATIONS) 24 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 42,000.00 2.020 606.00 40.900 12,270.00 25 CRACK EXISTING CONCRETE PAVEMENT M2 0.9800 21,952.00 48,351.000 47,383.98 26 SAW CUT EXISTING CONCRETE PANEL M 7.5200 24,440.00 0.000 0.00 27 METAL BEAM GUARD RAILING (STEEL POST) M 91.0000 18,200.00 0.000 0.00 S) 28 RAIL TENSIONING ASSEMBLY EA 380.0000 3,040.00 0.000 0.00 S) 29 END ANCHOR ASSEMBLY (TYPE SFT) EA 517.0000 4,136.00 0.000 0.00 S) 30 DOUBLE METAL BEAM GUARD RAILING M 147.0000 9,408.00 0.000 0.00 S) (STEEL POST) 31 ALTERNATIVE CRASH CUSHION SYSTEM EA 6,160.0000 49,280.00 0.000 0.00 S) 32 THERMOPLASTIC TRAFFIC STRIPE M 0.7200 10,944.00 15,190.000 10,936.80 15,190.000 10,936.80 S) (SPRAYABLE) 33 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,250.00 472.600 1,181.50 472.600 1,181.50 S) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3500 2,754.50 7,809.000 2,733.15 7,809.000 2,733.15 S) (BROKEN 10.98 M - 3.66 M) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3500 70.00 170.000 59.50 170.000 59.50 S) (BROKEN 5.18 M - 2.14 M) 36 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 3,737.50 1,140.000 3,705.00 1,140.000 3,705.00 S) PROGRAM CAS145 PAGE 3 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E1804 TIME 07:43 AM ESTIMATE NO. 03 BID OPENING 05/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 533,037.79 3,409,934.52 ADJUSTMENT OF COMPENSATION 24,740.65 24,740.65 EXTRA WORK 8,188.08 8,188.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 565,966.52 3,442,863.25 37 MOBILIZATION LS 332,220.0000 332,220.00 1.000 332,220.00 ORIGINAL CONTRACT AMOUNT 3,957,439.00 TOTAL WORK COMPLETED 565,966.52 3,775,083.25 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 565,966.52 3,775,083.25 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 06/12/08 130 06/27/08 06/27/08 01/06/09 97 4 0 0 91% 75% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 11/24/08