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 10/24/05 EST. NO.20 TIME 02:31 PM R.E. NAME: MCKENZIE, DARRELL 07-066334 --------------------------------------------------------------------------- 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 10/24/05 EST. NO.20 TIME 02:31 PM R.E. NAME: MCKENZIE, DARRELL 07-066334 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP VIOLATION -2,350.00 05 SWPPP VIOLATIONS -50,636.00 06 SWPPP VIOLATIONS 26,986.00 09 SWPPP- VIOLATIONS 26,000.00 11 LATE REOPEN CLOSURE -13,800.00 14 0.00 -13,800.00 LABOR COMPLIANCE VIOLATION ADAMS & SMITH -10,000.00 11 DEC. -10,000.00 13 ADAMS & SMITH 10,000.00 15 DEC 04 10,000.00 15 MARCH 05 -8,850.00 16 MARCH 8,850.00 17 0.00 0.00 TOTAL DEDUCTIONS 0.00 -13,800.00 PROGRAM CAS145 PAGE 1 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-066334 TIME 02:31 PM ESTIMATE NO. 20 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 10/24/05 LOCATION PROGRESS ESTIMATE 07-LA-134-3.5/3.8 ----------------- D. W. POWELL CONSTRUCTION INC. IN LOS ANGELES COUNTY IN BURBANK P.O. BOX 1406 AND LOS ANGELES FROM 0.2 KM WEST OF FONTANA, CA 92334 LOS ANGELES RIVER BRIDGE TO FOREST LAWN DRIVE UNDERCROSSING FED. AID NO. ACNH-P134(32)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 0.750 2,250.00 02 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.900 36,000.00 04 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.700 5,600.00 S) 05 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.900 135,000.00 S) 06 TYPE III BARRICADE EA 100.0000 400.00 4.000 400.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.5000 18,225.00 3,240.000 14,580.00 S) 08 TEMPORARY PAVEMENT MARKER EA 3.5000 4,235.00 850.000 2,975.00 S) 09 TEMPORARY RAILING (TYPE K) M 25.0000 40,250.00 1,305.000 32,625.00 S) 10 TEMPORARY CRASH CUSHION MODULE EA 200.0000 4,400.00 22.000 4,400.00 S) 11 REMOVE CHAIN LINK FENCE M 15.0000 1,050.00 44.000 660.00 12 REMOVE METAL BEAM GUARD RAILING M 20.0000 2,200.00 107.400 2,148.00 13 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 9,200.00 0.000 0.00 STRIPE 14 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 3,570.00 1,328.000 1,992.00 15 REMOVE PAVEMENT MARKER EA 1.0000 1,210.00 925.000 925.00 16 REMOVE ROADSIDE SIGN EA 50.0000 150.00 0.000 0.00 17 REMOVE SIGN STRUCTURE EA 3,000.0000 3,000.00 1.000 3,000.00 S) 18 REMOVE PIPE M 80.0000 6,000.00 75.000 6,000.00 19 REMOVE INLET EA 700.0000 5,600.00 8.000 5,600.00 20 RECONSTRUCT CHAIN LINK FENCE M 60.0000 1,800.00 22.000 1,320.00 S) 21 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 0.000 0.00 22 REMOVE CONCRETE CURB M 15.0000 9,600.00 632.900 9,493.50 PROGRAM CAS145 PAGE 2 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-066334 TIME 02:31 PM ESTIMATE NO. 20 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 BRIDGE REMOVAL (PORTION), LOCATION A LS 28,000.0000 28,000.00 1.000 28,000.00 24 BRIDGE REMOVAL (PORTION), LOCATION B LS 6,000.0000 6,000.00 1.000 6,000.00 25 RECONSTRUCT CONCRETE CHANNEL LINING LS 20,000.0000 20,000.00 1.000 20,000.00 26 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 27 ROADWAY EXCAVATION M3 25.0000 32,000.00 1,279.000 31,975.00 28 ROADWAY EXCAVATION (TYPE Y) M3 30.0000 12,000.00 390.000 11,700.00 (AERIALLY DEPOSITED LEAD) 29 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 30 STRUCTURE EXCAVATION M3 20.0000 520.00 26.000 520.00 F) 31 STRUCTURE EXCAVATION (TYPE D) M3 250.0000 26,000.00 104.000 26,000.00 F) 32 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 33,480.00 837.000 33,480.00 F) 33 STRUCTURE EXCAVATION (TYPE Y) M3 40.0000 18,640.00 466.000 18,640.00 F) (AERIALLY DEPOSITED LEAD) 34 STRUCTURE BACKFILL M3 60.0000 600.00 10.000 600.00 F) 35 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 9,200.00 75.000 7,500.00 F) 36 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 85,200.00 1,065.000 85,200.00 F) 37 HIGHWAY PLANTING LS 25,000.0000 25,000.00 1.000 25,000.00 S) 38 PLANT ESTABLISHMENT WORK LS 6,000.0000 6,000.00 1.000 6,000.00 S) 39 IRRIGATION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 S) 40 EXTEND 200 MM CONDUIT EA 1,000.0000 2,000.00 0.000 0.00 S) 41 CLASS 3 AGGREGATE BASE M3 65.0000 37,050.00 562.000 36,530.00 42 LEAN CONCRETE BASE M3 130.0000 50,700.00 390.000 50,700.00 43 ASPHALT CONCRETE (TYPE B) TONN 60.0000 49,800.00 725.000 43,500.00 44 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 35.0000 455.00 0.000 0.00 45 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 35.0000 1,050.00 0.000 0.00 46 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 93,500.00 1,100.000 93,500.00 S) PILING 47 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 280.0000 115,920.00 414.000 115,920.00 S) PILING 48 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 6,300.00 21.000 6,300.00 S) PILING 49 STRUCTURAL CONCRETE M3 300.0000 2,700.00 9.000 2,700.00 F) PROGRAM CAS145 PAGE 3 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-066334 TIME 02:31 PM ESTIMATE NO. 20 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 47,400.00 79.000 47,400.00 F) 51 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 189,000.00 125.000 75,000.00 F) 52 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 72,500.00 140.000 70,000.00 F) 53 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 21,750.00 0.000 0.00 F) (TYPE N) 54 CLASS 2 CONCRETE (RETAINING WALL) M3 350.0000 143,500.00 400.000 140,000.00 55 CLASS 1 CONCRETE (BOX CULVERT) M3 1,200.0000 19,200.00 16.000 19,200.00 F) 56 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 23,400.00 25.483 22,934.70 F) 57 DRILL AND BOND DOWEL M 200.0000 1,400.00 7.000 1,400.00 58 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 30.0000 1,020.00 44.000 1,320.00 59 REFINISH BRIDGE DECK M2 180.0000 4,860.00 0.000 0.00 60 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 180.0000 421,560.00 1,437.400 258,732.00 SF) 61 PTFE SPHERICAL BEARING EA 9,000.0000 18,000.00 1.500 13,500.00 2.000 18,000.00 S) 62 JOINT SEAL ASSEMBLY (MR 60 MM) M 650.0000 7,150.00 0.000 0.00 S) 63 BAR REINFORCING STEEL KG 1.5000 4,350.00 2,900.000 4,350.00 SF) 64 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 68,250.00 39,900.000 51,870.00 SF) 65 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 54,460.00 38,900.000 54,460.00 SF) 66 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5000 4,650.00 3,100.000 4,650.00 SF) 67 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.0000 564,000.00 141,003.000 423,009.00 141,003.000 423,009.00 SF) 68 ERECT STRUCTURAL STEEL (BRIDGE) KG 1.3000 244,400.00 141,003.000 183,303.90 141,003.000 183,303.90 SF) 69 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 17,550.00 17,550.000 87,750.00 70 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 3,510.00 3,510.000 3,510.00 SF) 71 920 MM CAST-IN-DRILLED-HOLE M 950.0000 5,700.00 6.000 5,700.00 CONCRETE PILE (SIGN FOUNDATION) 72 METAL (WALL MOUNTED SIGN) EA 1,600.0000 1,600.00 0.000 0.00 73 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 160.00 0.000 0.00 METHOD) 74 TIMBER CATWALK M 300.0000 35,100.00 0.000 0.00 F) 75 CLEAN AND PAINT STRUCTURAL STEEL LS 75,000.0000 75,000.00 0.250 18,750.00 0.250 18,750.00 S) 76 450 MM REINFORCED CONCRETE PIPE M 300.0000 600.00 2.000 600.00 PROGRAM CAS145 PAGE 4 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-066334 TIME 02:31 PM ESTIMATE NO. 20 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 600 MM REINFORCED CONCRETE PIPE M 250.0000 32,500.00 126.000 31,500.00 78 INLET FRAME AND GRATE EA 250.0000 2,500.00 10.000 2,500.00 SF) 79 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 11,100.00 888.000 8,880.00 SF) 80 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 700.0000 2,100.00 3.000 2,100.00 S) 81 METAL BEAM GUARD RAILING M 120.0000 3,600.00 30.000 3,600.00 82 CONCRETE BARRIER (TYPE 736 SV) M 370.0000 122,100.00 310.000 114,700.00 83 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 77,200.00 314.000 62,800.00 SF) 84 CONCRETE BARRIER (TYPE 736 SV) (MOD) M 300.0000 3,000.00 10.000 3,000.00 85 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 2,800.00 0.000 0.00 S) 86 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 5,940.00 0.000 0.00 S) 87 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 180.00 0.000 0.00 S) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 2,592.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 89 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 108.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 90 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 1,180.00 0.000 0.00 S) 91 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 2,480.00 0.000 0.00 S) 92 LIGHTING (TEMPORARY) LS 15,000.0000 15,000.00 1.000 15,000.00 S) 93 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.600 12,000.00 S) (COUNT) 94 MODIFY LIGHTING AND SIGN ILLUMINATION LS 70,000.0000 70,000.00 0.800 56,000.00 S) PROGRAM CAS145 PAGE 5 DATE 10/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-066334 TIME 02:31 PM ESTIMATE NO. 20 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 10/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 638,562.90 2,789,753.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 29,685.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 638,562.90 2,819,439.08 95 MOBILIZATION LS 370,000.0000 370,000.00 1.000 370,000.00 ORIGINAL CONTRACT AMOUNT 3,839,655.00 TOTAL WORK COMPLETED 638,562.90 3,189,439.08 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -13,800.00 TOTAL 638,562.90 3,175,639.08 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 12/15/03 350 12/30/03 12/30/03 12/31/05 272 31 0 0 80% 78% PROGRESS IS SATISFACTORY PENDING TIME MCKENZIE, DARRELL RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 10/24/05