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 10/31/06 EST. NO.30 TIME 11:12 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 --------------------------------------------------------------------------- 041 0001 59,364.59 A.C. @ L.S.(+) 102506 N 00 0 59,364.59 TOTAL THIS ESTIMATE 798,237.41 TOTAL PREVIOUS ESTIMATE 857,602.00 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 10/31/06 EST. NO.30 TIME 11:12 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 25% DUE TO LEAKOFCPM -173,718.75 14 OUT OF STATE INSPECT -5,000.00 18 25% DUE TO LEAKOFCPM 173,718.75 20 PER LEGAL COSTS PEND -90,000.00 28 PER LEGAL COSTS PEND 90,000.00 29 0.00 -5,000.00 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 OCT -10,000.00 13 NOV -10,000.00 14 JAN -10,000.00 16 JAN 10,000.00 17 NOV 10,000.00 17 OCT 10,000.00 17 APRIL 06 -5,000.00 27 APRIL 06 5,000.00 28 0.00 0.00 OTHER OUTSTANDING DOCUMENTS DVBE & FHWA-47 -10,000.00 27 DVBE & FHWA-47 10,000.00 29 0.00 0.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 10/31/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002594 TIME 11:12 AM ESTIMATE NO. 30 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 04/24/06 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/31/06 LOCATION FINAL 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 1.000 3,000.00 02 TIME-RELATED OVERHEAD WDAY 3,800.0000 1,178,000.00 310.000 1,178,000.00 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 1.000 80,000.00 06 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 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 7,502.220 22,506.66 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 3,000.00 120.000 3,000.00 S) 11 TEMPORARY PAVEMENT MARKER EA 2.0000 9,820.00 4,265.000 8,530.00 S) 12 TEMPORARY RAILING (TYPE K) M 22.0000 135,960.00 6,122.000 134,684.00 S) 13 TEMPORARY CRASH CUSHION MODULE EA 300.0000 36,000.00 124.000 37,200.00 S) 14 ABANDON CULVERT M 50.0000 1,350.00 27.000 1,350.00 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 1,246.200 24,924.00 S) 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 9,720.00 3,182.710 9,548.13 S) STRIPE 18 REMOVE TRAFFIC STRIPE M 1.0000 6,780.00 3,596.680 3,596.68 S) 19 REMOVE PAVEMENT MARKER EA 1.0000 4,910.00 4,092.000 4,092.00 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 4.500 675.00 PROGRAM CAS145 PAGE 2 DATE 10/31/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002594 TIME 11:12 AM ESTIMATE NO. 30 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 04/24/06 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/31/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.000 7,800.00 24 REMOVE RETAINING WALL M 300.0000 27,900.00 93.000 27,900.00 25 RELOCATE ROADSIDE SIGN EA 200.0000 600.00 3.000 600.00 26 ADJUST INLET EA 800.0000 800.00 1.000 800.00 27 REMOVE CONCRETE BARRIER M 70.0000 7,700.00 110.000 7,700.00 28 ACCESS OPENING, SOFFIT EA 1,000.0000 2,000.00 2.000 2,000.00 29 CAP INLET EA 800.0000 8,000.00 10.000 8,000.00 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 1.000 10,000.00 36 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 1.000 90,000.00 37 ROADWAY EXCAVATION M3 40.0000 81,200.00 2,343.000 93,720.00 38 ROADWAY EXCAVATION (TYPE Z-2) M3 120.0000 183,600.00 1,664.000 199,680.00 (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 3,508.000 140,320.00 F) (SOUND WALL ) 42 STRUCTURE EXCAVATION (TYPE Z-2) M3 130.0000 410,800.00 3,164.500 411,385.00 F) (AERIALLY DEPOSITED LEAD) 43 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 18,800.00 188.000 18,800.00 F) 44 STRUCTURE BACKFILL M3 350.0000 23,450.00 67.000 23,450.00 F) (COLUMN ISOLATION CASING) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 85,000.00 927.000 92,700.00 F) 46 STRUCTURE BACKFILL, RETAINING WALL M3 75.0000 237,075.00 3,161.000 237,075.00 F) (SOUND WALL ) 47 HIGHWAY PLANTING LS 50,000.0000 50,000.00 1.000 50,000.00 S) 48 PLANT ESTABLISHMENT WORK LS 7,000.0000 7,000.00 1.000 7,000.00 S) 49 IRRIGATION SYSTEM LS 110,000.0000 110,000.00 1.000 110,000.00 S) PROGRAM CAS145 PAGE 3 DATE 10/31/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002594 TIME 11:12 AM ESTIMATE NO. 30 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 04/24/06 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/31/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 49.000 7,350.00 51 NPS 3 SUPPLY LINE (BRIDGE) M 170.0000 17,000.00 100.000 17,000.00 52 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 1,600.00 16.000 1,600.00 53 ASPHALT CONCRETE (TYPE B) TONN 50.0000 381,500.00 8,048.720 402,436.00 54 PLACE ASPHALT CONCRETE DIKE M 20.0000 2,800.00 157.400 3,148.00 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 6,369.000 573,210.00 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 1.000 18,000.00 S) 64 THREADED PRESTRESS BAR ASSEMBLIES LS 5,000.0000 5,000.00 1.000 5,000.00 65 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 87,000.00 90.050 90,050.00 F) 66 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 525,000.00 525.000 525,000.00 F) 67 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 135,000.00 383.991 172,795.95 F) 68 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 55,250.00 65.000 55,250.00 F) (TYPE N) 69 STRUCTURAL CONCRETE, APPROACH SLAB M3 850.0000 13,600.00 16.000 13,600.00 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 62.000 93,000.00 F) 72 STRUCTURAL CONCRETE, PILE CAP M3 520.0000 35,880.00 62.820 32,666.40 F) 73 PAVING NOTCH EXTENSION M3 3,500.0000 3,500.00 1.000 3,500.00 74 DRILL AND BOND DOWEL M 90.0000 8,010.00 89.000 8,010.00 75 FURNISH PRECAST CONCRETE GIRDER EA 13,000.0000 26,000.00 2.000 26,000.00 S) (10 M - 15 M) 76 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 16,000.00 1.000 16,000.00 S) GIRDER (25 M - 30 M) PROGRAM CAS145 PAGE 4 DATE 10/31/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002594 TIME 11:12 AM ESTIMATE NO. 30 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 04/24/06 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/31/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 12,000.00 S) 78 ERECT PRECAST PRESTRESSED CONCRETE EA 6,000.0000 6,000.00 1.000 6,000.00 S) GIRDER 79 REFINISH BRIDGE DECK M2 160.0000 9,280.00 58.000 9,280.00 80 CORE CONCRETE (0 - 50 MM) M 130.0000 260.00 2.000 260.00 S) 81 CORE CONCRETE (51 MM - 100 MM) M 150.0000 600.00 4.000 600.00 S) 82 CORE CONCRETE (101 MM - 150 MM) M 200.0000 1,400.00 7.000 1,400.00 S) 83 CORE CONCRETE (201 MM - 250 MM) M 400.0000 400.00 1.000 400.00 S) 84 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 150.0000 1,120,050.00 7,467.000 1,120,050.00 SF) 85 PTFE SPHERICAL BEARING EA 9,000.0000 18,000.00 2.000 18,000.00 86 JOINT SEAL (TYPE A) M 120.0000 1,440.00 12.000 1,440.00 S) 87 JOINT SEAL (TYPE AL) M 25.0000 1,175.00 47.000 1,175.00 S) 88 JOINT SEAL (MR 30 MM) M 150.0000 4,050.00 27.000 4,050.00 S) 89 JOINT SEAL ASSEMBLY (MR 60 MM) M 1,100.0000 5,500.00 5.000 5,500.00 S) 90 JOINT SEAL (MR 40 MM) M 250.0000 1,250.00 5.000 1,250.00 S) 91 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 158,904.00 135,426.000 162,511.20 SF) 92 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 215,815.50 143,877.000 215,815.50 SF) 93 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.8000 455,000.00 162,500.000 455,000.00 SF) 94 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8000 130,000.00 162,500.000 130,000.00 SF) 95 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 76,550.00 15,310.000 76,550.00 F) 96 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8000 15,579.20 19,474.000 15,579.20 SF) 97 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 19,200.00 16.000 19,200.00 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 6.000 8,400.00 00 MOUNT (SIGN PANEL ON SOUND WALL) EA 100.0000 400.00 4.000 400.00 01 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 200.00 1.000 200.00 EXISTING POST 02 TIMBER CATWALK M 75.0000 7,875.00 105.000 7,875.00 SF) 03 CLEAN AND PAINT STRUCTURAL STEEL LS 75,000.0000 75,000.00 1.000 75,000.00 S) PROGRAM CAS145 PAGE 5 DATE 10/31/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002594 TIME 11:12 AM ESTIMATE NO. 30 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 04/24/06 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/31/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 44,000.00 109.400 43,760.00 05 FRAME AND GRATE EA 250.0000 5,750.00 23.000 5,750.00 S) 06 MISCELLANEOUS METAL (BRIDGE) KG 3.0000 17,100.00 5,700.000 17,100.00 SF) 07 MISCELLANEOUS METAL (RESTRAINER) KG 10.0000 9,600.00 960.000 9,600.00 SF) 08 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 14,400.00 212.490 19,124.10 S) 09 PIPE HANDRAILING M 230.0000 3,450.00 15.000 3,450.00 SF) 10 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 5,000.00 3.000 7,500.00 S) 11 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 3.000 1,800.00 S) 12 CONCRETE BARRIER (736 SV) M 370.0000 695,600.00 1,888.400 698,708.00 13 CONCRETE BARRIER (736 A MODIFIED) M 250.0000 145,000.00 573.000 143,250.00 14 CONCRETE BARRIER (TYPE 736 MODIFIED) M 220.0000 64,460.00 293.000 64,460.00 F) 15 CONCRETE BARRIER TYPE 736 SV (MOD) M 550.0000 36,850.00 60.600 33,330.00 F) 16 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 1,470.00 56.760 1,986.60 S) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 6,740.00 6,063.000 6,063.00 S) 18 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 810.00 315.000 945.00 S) 19 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 11,400.00 11,226.000 11,226.00 S) (BROKEN 10.98 M - 3.66 M) 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 600.00 126.000 126.00 S) (BROKEN 5.18 M - 2.14 M) 21 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 3.0000 120.00 68.000 204.00 S) TYPE C) 22 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 4,635.00 3,164.000 4,746.00 S) 23 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,550.00 1,021.000 3,063.00 S) 24 LIGHTING (TEMPORARY) LS 65,000.0000 65,000.00 1.000 65,000.00 S) 25 MODIFY COMMUNICATION SYSTEM ROUTING LS 130,000.0000 130,000.00 1.000 130,000.00 S) 26 103 MM COMMUNICATION CONDUIT (BRIDGE) M 125.0000 89,625.00 717.000 89,625.00 SF) 27 MODIFY LIGHTING AND SIGN ILLUMINATION LS 80,000.0000 80,000.00 1.000 80,000.00 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 10.000 15,000.00 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 6 DATE 10/31/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002594 TIME 11:12 AM ESTIMATE NO. 30 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 04/24/06 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/31/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 10,330,245.42 ADJUSTMENT OF COMPENSATION 59,364.59 179,502.16 EXTRA WORK 0.00 678,099.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 59,364.59 11,187,847.42 30 MOBILIZATION LS 950,000.0000 950,000.00 1.000 950,000.00 ORIGINAL CONTRACT AMOUNT 11,184,553.70 TOTAL WORK COMPLETED 59,364.59 12,137,847.42 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 59,364.59 12,132,847.42 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 11/04/03 430 11/19/03 11/19/03 04/24/06 565 39 0 266 100% 100% CHOU, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/31/06