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 09/22/04 EST. NO.11 TIME 10:10 AM R.E. NAME: CHOU, MICHAEL 07-002594 --------------------------------------------------------------------------- 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 0155 168.26 E.W. @ F.A.(+) 072504 N 0125 0 0156 168.26 080104 N 0126 0 0157 168.26 080304 N 0127 0 0158 168.26 080404 N 0128 0 0159 168.26 080504 N 0129 0 0160 168.26 080804 N 0130 0 0161 168.26 080904 N 0131 0 0162 168.26 081004 N 0132 0 0163 168.26 081104 N 0133 0 0164 168.26 081204 N 0134 0 0165 168.26 081504 N 0135 0 0166 168.26 081604 N 0136 0 0167 168.26 081704 N 0137 0 0168 168.26 081804 N 0138 0 0169 168.26 081904 N 0139 0 0170 168.26 082904 N 0140 0 0171 168.26 083004 N 0141 0 0172 168.26 083104 N 0142 0 0173 168.26 090104 N 0143 0 0174 168.26 090204 N 0144 0 0175 168.26 090704 N 0145 0 0176 168.26 090804 N 0146 0 0177 168.26 090904 N 0147 0 014 0001 794.03 E.W. @ F.A.(+) 050704 N 0001 0 015 0013 5,205.28 E.W. @ F.A.(+) 072304 N 0013 0 9,869.29 TOTAL THIS ESTIMATE 185,561.68 TOTAL PREVIOUS ESTIMATE 195,430.97 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 09/22/04 EST. NO.11 TIME 10:10 AM R.E. NAME: CHOU, MICHAEL 07-002594 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% DUE UNAPPRVD CPM -148,043.85 03 25% DUE UNAPPRVD CPM 148,043.85 04 0.00 0.00 LABOR COMPLIANCE VIOLATION FEB PAYROLLS -10,000.00 05 FEB PAYROLLS 10,000.00 06 MAY -10,000.00 08 MAY 10,000.00 09 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002594 TIME 10:10 AM ESTIMATE NO. 11 BID OPENING 09/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/04 LOCATION PROGRESS ESTIMATE 07-LA-101-13.2/14.9 ----------------- D.W. POWELL CONSTRUCTION, INC. IN LOS ANGELES COUNTY IN P.O. BOX 1406 LOS ANGELES AT VARIOUS LOCATIONS FONTANA, CA 92334-1406 FED. AID NO. ACNH-Q101(45)E SOUNDWALLS ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.050 150.00 0.550 1,650.00 02 TIME-RELATED OVERHEAD WDAY 3,800.0000 1,178,000.00 18.000 68,400.00 198.000 752,400.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 8,800.00 211.000 4,220.00 S) 04 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 80,000.0000 80,000.00 0.070 5,600.00 0.650 52,000.00 06 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.820 12,300.00 S) 07 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.070 17,500.00 0.650 162,500.00 S) 08 TYPE III BARRICADE EA 100.0000 800.00 8.000 800.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 22,140.00 30.000 90.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 3,000.00 119.000 2,975.00 S) 11 TEMPORARY PAVEMENT MARKER EA 2.0000 9,820.00 0.000 0.00 S) 12 TEMPORARY RAILING (TYPE K) M 22.0000 135,960.00 3,053.000 67,166.00 S) 13 TEMPORARY CRASH CUSHION MODULE EA 300.0000 36,000.00 112.000 33,600.00 S) 14 ABANDON CULVERT M 50.0000 1,350.00 0.000 0.00 15 REMOVE CHAIN LINK FENCE M 10.0000 1,200.00 262.000 2,620.00 S) 16 REMOVE METAL BEAM GUARD RAILING M 20.0000 24,800.00 1,231.000 24,620.00 S) 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 9,720.00 0.000 0.00 S) STRIPE 18 REMOVE TRAFFIC STRIPE M 1.0000 6,780.00 0.000 0.00 S) 19 REMOVE PAVEMENT MARKER EA 1.0000 4,910.00 0.000 0.00 S) 20 REMOVE ROADSIDE SIGN EA 50.0000 500.00 10.000 500.00 21 REMOVE SIGN STRUCTURE EA 4,000.0000 8,000.00 2.000 8,000.00 22 REMOVE PIPE M 150.0000 12,450.00 1.500 225.00 PROGRAM CAS145 PAGE 2 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002594 TIME 10:10 AM ESTIMATE NO. 11 BID OPENING 09/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 600.0000 7,800.00 0.000 0.00 24 REMOVE RETAINING WALL M 300.0000 27,900.00 93.000 27,900.00 25 RELOCATE ROADSIDE SIGN EA 200.0000 600.00 0.000 0.00 26 ADJUST INLET EA 800.0000 800.00 0.000 0.00 27 REMOVE CONCRETE BARRIER M 70.0000 7,700.00 105.000 7,350.00 28 ACCESS OPENING, SOFFIT EA 1,000.0000 2,000.00 1.000 1,000.00 1.000 1,000.00 29 CAP INLET EA 800.0000 8,000.00 0.000 0.00 30 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,000.0000 40,000.00 1.000 40,000.00 31 BRIDGE REMOVAL (PORTION), LOCATION B LS 18,000.0000 18,000.00 1.000 18,000.00 32 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 1.000 15,000.00 33 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 34 JACKING SUPERSTRUCTURE, LOCATION A LS 15,000.0000 15,000.00 1.000 15,000.00 35 JACKING SUPERSTRUCTURE, LOCATION B LS 10,000.0000 10,000.00 0.500 5,000.00 0.750 7,500.00 36 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 0.900 81,000.00 37 ROADWAY EXCAVATION M3 40.0000 81,200.00 60.000 2,400.00 38 ROADWAY EXCAVATION (TYPE Z-2) M3 120.0000 183,600.00 1,524.000 182,880.00 (AERIALLY DEPOSITED LEAD) 39 LEAD COMPLIANCE PLAN LS 9,000.0000 9,000.00 1.000 9,000.00 40 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 11,100.00 111.000 11,100.00 F) 41 STRUCTURE EXCAVATION, RETAINING WALL M3 40.0000 136,920.00 3,423.000 136,920.00 F) (SOUND WALL ) 42 STRUCTURE EXCAVATION (TYPE Z-2) M3 130.0000 410,800.00 3,160.000 410,800.00 F) (AERIALLY DEPOSITED LEAD) 43 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 18,800.00 176.000 17,600.00 F) 44 STRUCTURE BACKFILL M3 350.0000 23,450.00 0.000 0.00 F) (COLUMN ISOLATION CASING) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 85,000.00 637.000 63,700.00 F) 46 STRUCTURE BACKFILL, RETAINING WALL M3 75.0000 237,075.00 200.000 15,000.00 2,778.000 208,350.00 F) (SOUND WALL ) 47 HIGHWAY PLANTING LS 50,000.0000 50,000.00 0.000 0.00 S) 48 PLANT ESTABLISHMENT WORK LS 7,000.0000 7,000.00 0.000 0.00 S) 49 IRRIGATION SYSTEM LS 110,000.0000 110,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002594 TIME 10:10 AM ESTIMATE NO. 11 BID OPENING 09/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 NPS 2.5 SUPPLY LINE (BRIDGE) M 150.0000 7,350.00 0.000 0.00 51 NPS 3 SUPPLY LINE (BRIDGE) M 170.0000 17,000.00 0.000 0.00 52 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 1,600.00 0.000 0.00 53 ASPHALT CONCRETE (TYPE B) TONN 50.0000 381,500.00 0.000 0.00 54 PLACE ASPHALT CONCRETE DIKE M 20.0000 2,800.00 0.000 0.00 55 FURNISH STEEL PILING (HP 360 X 174) M 85.0000 138,550.00 1,630.000 138,550.00 56 DRIVE STEEL PILE (HP 360 X 174) EA 2,200.0000 204,600.00 93.000 204,600.00 S) 57 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 63,550.00 205.000 63,550.00 S) PILING 58 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 144,000.00 36.000 144,000.00 S) PILING 59 FURNISH PILING (CLASS 625) M 50.0000 2,300.00 46.000 2,300.00 60 DRIVE PILE (CLASS 625) EA 2,500.0000 10,000.00 4.000 10,000.00 S) 61 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 90.0000 561,600.00 6,240.000 561,600.00 S) PILING (BARRIER) 62 2.1 M PERMANENT STEEL CASING M 1,500.0000 9,000.00 6.000 9,000.00 S) 63 PRESTRESSING CAST-IN-PLACE CONCRETE LS 18,000.0000 18,000.00 0.300 5,400.00 1.000 18,000.00 S) 64 THREADED PRESTRESS BAR ASSEMBLIES LS 5,000.0000 5,000.00 0.500 2,500.00 65 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 87,000.00 87.000 87,000.00 F) 66 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 525,000.00 20.000 20,000.00 292.000 292,000.00 F) 67 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 135,000.00 300.000 135,000.00 F) 68 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 55,250.00 0.000 0.00 F) (TYPE N) 69 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 13,600.00 0.000 0.00 F) (TYPE R) 70 CLASS 2 CONCRETE (RETAINING WALL) M3 320.0000 425,600.00 1,330.000 425,600.00 F) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 93,000.00 0.000 0.00 F) 72 STRUCTURAL CONCRETE, PILE CAP M3 520.0000 35,880.00 21.000 10,920.00 69.000 35,880.00 F) 73 PAVING NOTCH EXTENSION M3 3,500.0000 3,500.00 0.000 0.00 74 DRILL AND BOND DOWEL M 90.0000 8,010.00 5.000 450.00 37.000 3,330.00 75 FURNISH PRECAST CONCRETE GIRDER EA 13,000.0000 26,000.00 0.000 0.00 S) (10 M - 15 M) 76 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 16,000.00 0.000 0.00 S) GIRDER (25 M - 30 M) PROGRAM CAS145 PAGE 4 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002594 TIME 10:10 AM ESTIMATE NO. 11 BID OPENING 09/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ERECT PRECAST CONCRETE GIRDER EA 6,000.0000 12,000.00 0.000 0.00 S) 78 ERECT PRECAST PRESTRESSED CONCRETE EA 6,000.0000 6,000.00 0.000 0.00 S) GIRDER 79 REFINISH BRIDGE DECK M2 160.0000 9,280.00 0.000 0.00 80 CORE CONCRETE (0 - 50 MM) M 130.0000 260.00 0.000 0.00 S) 81 CORE CONCRETE (51 MM - 100 MM) M 150.0000 600.00 0.000 0.00 S) 82 CORE CONCRETE (101 MM - 150 MM) M 200.0000 1,400.00 0.000 0.00 S) 83 CORE CONCRETE (201 MM - 250 MM) M 400.0000 400.00 0.000 0.00 S) 84 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 150.0000 1,120,050.00 1,000.000 150,000.00 1,000.000 150,000.00 SF) 85 PTFE SPHERICAL BEARING EA 9,000.0000 18,000.00 0.000 0.00 86 JOINT SEAL (TYPE A) M 120.0000 1,440.00 0.000 0.00 S) 87 JOINT SEAL (TYPE AL) M 25.0000 1,175.00 0.000 0.00 S) 88 JOINT SEAL (MR 30 MM) M 150.0000 4,050.00 0.000 0.00 S) 89 JOINT SEAL ASSEMBLY (MR 60 MM) M 1,100.0000 5,500.00 0.000 0.00 S) 90 JOINT SEAL (MR 40 MM) M 250.0000 1,250.00 0.000 0.00 S) 91 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 158,904.00 15,070.000 18,084.00 91,743.000 110,091.60 SF) 92 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 215,815.50 10,686.000 16,029.00 143,877.000 215,815.50 SF) 93 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.8000 455,000.00 0.000 0.00 SF) 94 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8000 130,000.00 0.000 0.00 SF) 95 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 76,550.00 0.000 0.00 F) 96 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8000 15,579.20 0.000 0.00 SF) 97 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 19,200.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 98 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 99 METAL (WALL MOUNTED SIGN) EA 1,400.0000 8,400.00 0.000 0.00 00 MOUNT (SIGN PANEL ON SOUND WALL) EA 100.0000 400.00 0.000 0.00 01 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 200.00 0.000 0.00 EXISTING POST 02 TIMBER CATWALK M 75.0000 7,875.00 0.000 0.00 SF) 03 CLEAN AND PAINT STRUCTURAL STEEL LS 75,000.0000 75,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002594 TIME 10:10 AM ESTIMATE NO. 11 BID OPENING 09/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 600 MM REINFORCED CONCRETE PIPE M 400.0000 44,000.00 0.000 0.00 05 FRAME AND GRATE EA 250.0000 5,750.00 0.000 0.00 S) 06 MISCELLANEOUS METAL (BRIDGE) KG 3.0000 17,100.00 1,750.000 5,250.00 3,800.000 11,400.00 SF) 07 MISCELLANEOUS METAL (RESTRAINER) KG 10.0000 9,600.00 0.000 0.00 SF) 08 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 14,400.00 0.000 0.00 S) 09 PIPE HANDRAILING M 230.0000 3,450.00 0.000 0.00 SF) 10 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 5,000.00 0.000 0.00 S) 11 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 0.000 0.00 S) 12 CONCRETE BARRIER (736 SV) M 370.0000 695,600.00 387.000 143,190.00 1,880.000 695,600.00 13 CONCRETE BARRIER (736 A MODIFIED) M 250.0000 145,000.00 80.000 20,000.00 573.000 143,250.00 14 CONCRETE BARRIER (TYPE 736 MODIFIED) M 220.0000 64,460.00 51.000 11,220.00 51.000 11,220.00 F) 15 CONCRETE BARRIER TYPE 736 SV (MOD) M 550.0000 36,850.00 0.000 0.00 F) 16 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 1,470.00 0.000 0.00 S) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 6,740.00 0.000 0.00 S) 18 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 810.00 0.000 0.00 S) 19 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 11,400.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 600.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 21 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 3.0000 120.00 0.000 0.00 S) TYPE C) 22 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 4,635.00 0.000 0.00 S) 23 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,550.00 0.000 0.00 S) 24 LIGHTING (TEMPORARY) LS 65,000.0000 65,000.00 0.850 55,250.00 S) 25 MODIFY COMMUNICATION SYSTEM ROUTING LS 130,000.0000 130,000.00 0.630 81,900.00 S) 26 103 MM COMMUNICATION CONDUIT (BRIDGE) M 125.0000 89,625.00 240.000 30,000.00 SF) 27 MODIFY LIGHTING AND SIGN ILLUMINATION LS 80,000.0000 80,000.00 0.490 39,200.00 S) 28 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 29 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 15,000.00 0.000 0.00 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 6 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002594 TIME 10:10 AM ESTIMATE NO. 11 BID OPENING 09/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 513,193.00 6,083,803.10 ADJUSTMENT OF COMPENSATION 0.00 65,634.30 EXTRA WORK 9,869.29 129,796.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 523,062.29 6,279,234.07 30 MOBILIZATION LS 950,000.0000 950,000.00 1.000 950,000.00 ORIGINAL CONTRACT AMOUNT 11,184,553.70 TOTAL WORK COMPLETED 523,062.29 7,229,234.07 MATERIALS ON HAND ON SITE 164,662.21 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 523,062.29 7,393,896.28 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 11/04/03 430 11/19/03 11/19/03 08/23/05 204 0 0 3 63% 65% PROGRESS IS SATISFACTORY CHOU, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 09/22/04