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 09/23/08 EST. NO.16 TIME 10:56 AM R.E. NAME: PIRZADEH,BEHROOZ 12-0H2104 --------------------------------------------------------------------------- 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 09/23/08 EST. NO.16 TIME 10:56 AM R.E. NAME: PIRZADEH,BEHROOZ 12-0H2104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP VIOLATION -45,993.45 10 SWPPP VIOL RELEASED 45,993.45 11 0.00 0.00 LABOR COMPLIANCE VIOLATION DELIQ PAYROLL RECORD -10,000.00 07 DELINQ PAYROLL RECDS -1,000.00 08 DELIQ PAYROLL RECDS -10,000.00 10 0.00 -21,000.00 TOTAL DEDUCTIONS 0.00 -21,000.00 PROGRAM CAS145 PAGE 1 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0H2104 TIME 10:56 AM ESTIMATE NO. 16 BID OPENING 03/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: PIRZADEH,BEHROOZ DATE OF THIS ESTIMATE 09/23/08 LOCATION PROGRESS ESTIMATE 12-ORA-55-17.5/ .0 ----------------- F C I CONSTRUCTOR, INC. IN ORANGE COUNTY IN ANAHEIM AT 1770 LA COSTA MEADOWS DRIVE CIRCLE HAVEN ROAD AND SANTIAGO SAN MARCOS, CA 92009 BOULEVARD FED. AID NO. ACNH-P055(49)E REPAIR DAMAGED SLOPE ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.040 100.00 0.790 1,975.00 02 TIME-RELATED OVERHEAD WDAY 1,350.0000 499,500.00 18.000 24,300.00 294.000 396,900.00 03 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 105,000.0000 105,000.00 0.040 4,200.00 0.790 82,950.00 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 4,000.00 0.750 3,000.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 20,000.00 1.500 15,000.00 07 TEMPORARY HYDRAULIC MULCH M2 2.0000 34,000.00 14,000.000 28,000.00 (BONDED FIBER MATRIX) 08 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 S) 09 TRAFFIC CONTROL SYSTEM LS 5,000.0000 5,000.00 0.500 2,500.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 900.00 9.000 900.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 1.000 16,000.00 S) 12 TEMPORARY RAILING (TYPE K) M 100.0000 18,000.00 114.000 11,400.00 S) 13 TEMPORARY CRASH CUSHION MODULE EA 300.0000 4,200.00 10.000 3,000.00 S) 14 TEMPORARY TRAFFIC SCREEN M 15.0000 2,700.00 152.000 2,280.00 S) 15 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 16 ROADWAY EXCAVATION M3 22.2500 654,150.00 2,000.000 44,500.00 20,288.000 451,408.00 17 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 260.0000 184,600.00 78.000 20,280.00 625.000 162,500.00 F) 18 LEAN CONCRETE BACKFILL M3 180.0000 72,000.00 400.000 72,000.00 F) 19 760 MM DRILLED HOLE M 50.0000 113,000.00 2,267.000 113,350.00 20 STEEL SOLDIER PILE (W360 X 314) M 480.0000 1,084,800.00 2,260.000 1,084,800.00 21 GEOSYNTHETIC FABRIC M2 5.0000 100,000.00 714.000 3,570.00 8,545.000 42,725.00 22 EROSION CONTROL (TYPE BFM) M2 1.0000 17,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0H2104 TIME 10:56 AM ESTIMATE NO. 16 BID OPENING 03/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: PIRZADEH,BEHROOZ DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CLASS 3 AGGREGATE BASE M3 105.0000 11,550.00 0.000 0.00 24 ASPHALT CONCRETE (TYPE A) TONN 110.0000 50,600.00 0.000 0.00 25 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 28.0000 4,200.00 0.000 0.00 26 TIEBACK ANCHOR EA 6,850.0000 2,342,700.00 35.000 239,750.00 306.000 2,096,100.00 S) 27 CLASS 1 CONCRETE (BACKFILL) M3 181.0000 114,030.00 634.100 114,772.10 F) 28 MINOR CONCRETE (MINOR STRUCTURE) M3 2,600.0000 12,480.00 4.800 12,480.00 F) 29 TIMBER LAGGING M3 900.0000 216,000.00 26.000 23,400.00 211.000 189,900.00 F) 30 CLEAN AND PAINT STEEL SOLDIER PILING LS 115,000.0000 115,000.00 0.920 105,800.00 S) 31 450 MM REINFORCED CONCRETE PIPE M 190.0000 28,500.00 143.000 27,170.00 32 200 MM PLASTIC PIPE M 120.0000 30,000.00 16.000 1,920.00 16.000 1,920.00 33 250 MM PLASTIC PIPE M 130.0000 65,000.00 37.000 4,810.00 161.500 20,995.00 34 100 MM PLASTIC PIPE (SLOTTED) M 173.0000 570,900.00 437.000 75,601.00 2,376.300 411,099.90 35 150 MM PLASTIC PIPE M 168.0000 38,640.00 24.000 4,032.00 121.600 20,428.80 36 100 MM PLASTIC PIPE M 180.0000 144,000.00 553.900 99,702.00 37 MISCELLANEOUS IRON AND STEEL KG 4.0000 2,960.00 0.000 0.00 F) 38 PIEZOMETRIC MONITORING WELL EA 10,000.0000 40,000.00 3.000 30,000.00 39 INCLINOMETER MONITORING SYSTEM EA 15,000.0000 90,000.00 6.000 90,000.00 40 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 41 REMOVE POOL LS 20,000.0000 20,000.00 1.000 20,000.00 PROGRAM CAS145 PAGE 3 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0H2104 TIME 10:56 AM ESTIMATE NO. 16 BID OPENING 03/29/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/08 R.E. NAME: PIRZADEH,BEHROOZ DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 446,463.00 5,748,055.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 10,710.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 446,463.00 5,758,766.70 42 MOBILIZATION LS 760,000.0000 760,000.00 1.000 760,000.00 ORIGINAL CONTRACT AMOUNT 7,610,910.00 TOTAL WORK COMPLETED 446,463.00 6,518,766.70 MATERIALS ON HAND ON SITE 74,916.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -21,000.00 TOTAL 446,463.00 6,572,682.70 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 05/11/07 370 05/29/07 05/29/07 12/20/08 297 0 0 0 85% 80% PROGRESS IS SATISFACTORY PIRZADEH,BEHROOZ RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 09/23/08