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 01/20/09 EST. NO.05 TIME 06:35 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 0010 1,146.88 E.W. @ F.A.(+) 112008 N 0010 0 0012 1,156.60 120208 N 0012 0 2,303.48 TOTAL THIS ESTIMATE 32,928.73 TOTAL PREVIOUS ESTIMATE 35,232.21 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 01/20/09 EST. NO.05 TIME 06:35 AM R.E. NAME: HISHAM ALNATOUR 06-0E1804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -3,769.13 05 -3,769.13 -3,769.13 OTHER OUTSTANDING DOCUMENTS MISS CEM 2402F -10,000.00 05 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -13,769.13 -13,769.13 PROGRAM CAS145 PAGE 1 DATE 01/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E1804 TIME 06:35 AM ESTIMATE NO. 05 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 01/09/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 01/20/09 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.260 156.00 1.000 600.00 02 TIME-RELATED OVERHEAD LS 100,000.0000 100,000.00 0.100 10,000.00 1.000 100,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.020 200.00 1.000 10,000.00 04 PREPARE WATER POLLUTION CONTROL LS 300.0000 300.00 0.250 75.00 1.000 300.00 PROGRAM 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 350.0000 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 0.020 200.00 1.000 10,000.00 09 CONSTRUCTION AREA SIGNS LS 2,990.0000 2,990.00 0.120 358.80 1.000 2,990.00 S) 10 TRAFFIC CONTROL SYSTEM LS 125,201.0000 125,201.00 0.020 2,504.02 1.000 125,201.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 9,000.0000 9,000.00 0.020 180.00 1.000 9,000.00 S) 12 REMOVE METAL BEAM GUARD RAILING M 33.9000 6,780.00 106.800 3,620.52 198.400 6,725.76 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 18.000 25,560.00 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 19 ASPHALT CONCRETE TONN 81.6000 1,809,888.00 22,200.950 1,811,597.52 20 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 102.0000 1,028,160.00 10,001.200 1,020,122.40 21 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.2500 3,825.00 32.650 138.76 1,774.850 7,543.11 22 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.2500 11,390.00 81.600 346.80 1,676.450 7,124.91 PROGRAM CAS145 PAGE 2 DATE 01/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E1804 TIME 06:35 AM ESTIMATE NO. 05 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 01/09/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 01/20/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 (AC, GROUND-IN INDENTATIONS) 24 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 42,000.00 0.350 105.00 41.250 12,375.00 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 38.000 3,458.00 136.600 12,430.60 S) 28 RAIL TENSIONING ASSEMBLY EA 380.0000 3,040.00 2.000 760.00 9.000 3,420.00 S) 29 END ANCHOR ASSEMBLY (TYPE SFT) EA 517.0000 4,136.00 2.000 1,034.00 8.000 4,136.00 S) 30 DOUBLE METAL BEAM GUARD RAILING M 147.0000 9,408.00 15.200 2,234.40 87.400 12,847.80 S) (STEEL POST) 31 ALTERNATIVE CRASH CUSHION SYSTEM EA 6,160.0000 49,280.00 2.000 12,320.00 9.000 55,440.00 S) 32 THERMOPLASTIC TRAFFIC STRIPE M 0.7200 10,944.00 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 S) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3500 2,754.50 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 S) (BROKEN 5.18 M - 2.14 M) 36 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 3,737.50 1,140.000 3,705.00 S) PROGRAM CAS145 PAGE 3 DATE 01/20/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0E1804 TIME 06:35 AM ESTIMATE NO. 05 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 01/09/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 01/20/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 37,691.30 3,575,494.79 ADJUSTMENT OF COMPENSATION 0.00 24,740.65 EXTRA WORK 2,303.48 10,491.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 39,994.78 3,610,727.00 37 MOBILIZATION LS 332,220.0000 332,220.00 1.000 332,220.00 ORIGINAL CONTRACT AMOUNT 3,957,439.00 TOTAL WORK COMPLETED 39,994.78 3,942,947.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -13,769.13 -13,769.13 TOTAL 26,225.65 3,929,177.87 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 06/12/08 130 06/27/08 06/27/08 01/09/09 110 24 0 0 100% 100% HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 01/20/09