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 03/23/05 EST. NO.13 TIME 07:38 AM R.E. NAME: MCKENZIE, DARRELL 07-0510A4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0026 509.42 E.W. @ F.A.(+) 012005 N 026 0 0027 509.42 012105 N 027 0 0028 339.61 012805 N 028 0 0029 407.00 013105 N 029 0 1,765.45 TOTAL THIS ESTIMATE 137,413.72 TOTAL PREVIOUS ESTIMATE 139,179.17 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 03/23/05 EST. NO.13 TIME 07:38 AM R.E. NAME: MCKENZIE, DARRELL 07-0510A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPP VIOLATIONS -10,000.00 03 SWPP VOP;ATOPMS 10,000.00 04 SWPP NON-COMPLIANCE -20,723.28 08 SWPPP NON-COMPLAINCE 20,723.28 09 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0510A4 TIME 07:38 AM ESTIMATE NO. 13 BID OPENING 10/09/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 03/23/05 LOCATION PROGRESS ESTIMATE 07-LA-5-28.1/28.6 ----------------- O DONNELL CONSTRUCTION INC IN LOS ANGELES COUNTY IN GLENDALE 559 W COVINA BLVD AND BURBANK FROM 0.1 KM NORTH OF SAN DIMAS CA 917732911 WESTERN AVENUE UNDERCROSSING TO 0.4 KM NORTH OF ALAMEDA AVENUE UNDERCROSSING FED. AID NO. ACIM-005 -3(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 4,000.0000 4,000.00 0.600 2,400.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 300,000.00 20.000 20,000.00 282.000 282,000.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.070 4,200.00 0.770 46,200.00 05 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.750 3,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.070 8,400.00 0.770 92,400.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 8,840.00 2,148.000 8,592.00 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,770.00 7.000 210.00 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,560.00 0.000 0.00 S) (LEFT IN PLACE) 10 TEMPORARY PAVEMENT MARKER EA 5.0000 750.00 132.000 660.00 S) 11 TEMPORARY RAILING (TYPE K) M 43.0000 58,910.00 1,370.000 58,910.00 S) 12 TEMPORARY CRASH CUSHION MODULE EA 300.0000 3,300.00 11.000 3,300.00 S) 13 REMOVE METAL BEAM GUARD RAILING M 23.0000 7,130.00 310.000 7,130.00 S) 14 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 3,280.00 788.000 3,152.00 S) STRIPE 15 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,780.00 1,300.000 2,600.00 S) 16 REMOVE PAVEMENT MARKER EA 2.0000 300.00 239.000 478.00 S) 17 REMOVE ROADSIDE SIGN EA 150.0000 1,500.00 3.000 450.00 18 REMOVE PIPE M 100.0000 500.00 0.000 0.00 19 REMOVE INLET EA 600.0000 1,200.00 0.000 0.00 20 RELOCATE ROADSIDE SIGN EA 150.0000 600.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 21 REMOVE CONCRETE CURB M 14.0000 7,280.00 520.000 7,280.00 520.000 7,280.00 22 BRIDGE REMOVAL (PORTION) LS 6,000.0000 6,000.00 1.000 6,000.00 PROGRAM CAS145 PAGE 2 DATE 03/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0510A4 TIME 07:38 AM ESTIMATE NO. 13 BID OPENING 10/09/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 03/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 24 ROADWAY EXCAVATION M3 36.0000 57,960.00 1,000.000 36,000.00 1,400.000 50,400.00 25 ROADWAY EXCAVATION (TYPE Z-2) M3 125.0000 48,750.00 390.000 48,750.00 (AERIALLY DEPOSITED LEAD) 26 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.750 3,000.00 27 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 9,200.00 115.000 9,200.00 F) 28 STRUCTURE EXCAVATION, RETAINING WALL M3 36.0000 71,568.00 1,987.700 71,557.20 F) (SOUND WALL ) 29 STRUCTURE EXCAVATION (TYPE Y) M3 40.0000 5,240.00 131.000 5,240.00 F) (AERIALLY DEPOSITED LEAD) 30 STRUCTURE EXCAVATION (TYPE Z-2) M3 125.0000 23,375.00 187.000 23,375.00 F) (AERIALLY DEPOSITED LEAD) 31 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 23,205.00 0.000 0.00 F) 32 STRUCTURE BACKFILL, RETAINING WALL M3 50.0000 117,150.00 1,261.500 63,075.00 2,343.000 117,150.00 F) (SOUND WALL ) 33 STRAW (EROSION CONTROL) TONN 300.0000 900.00 0.000 0.00 S) 34 FIBER (EROSION CONTROL) KG 2.0000 860.00 0.000 0.00 S) 35 COMPOST (EROSION CONTROL) KG 1.0000 1,790.00 0.000 0.00 S) 36 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 1,200.00 0.000 0.00 S) 37 PURE LIVE SEED (EROSION CONTROL) KG 410.0000 4,756.00 0.000 0.00 S) 38 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 180.00 0.000 0.00 S) 39 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.100 1,000.00 0.750 7,500.00 S) 40 IRRIGATION SYSTEM LS 13,000.0000 13,000.00 0.100 1,300.00 S) 41 50 MM GALVANIZED STEEL PIPE M 300.0000 3,000.00 0.000 0.00 S) 42 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 7,600.00 0.000 0.00 43 EXTEND 200 MM CONDUIT M 400.0000 2,800.00 0.000 0.00 S) 44 EXTEND 250 MM CONDUIT M 400.0000 5,600.00 0.000 0.00 S) 45 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 300.00 0.000 0.00 46 CLASS 3 AGGREGATE BASE M3 70.0000 58,100.00 0.000 0.00 47 LEAN CONCRETE BASE M3 155.0000 62,000.00 0.000 0.00 48 ASPHALT CONCRETE (TYPE B) TONN 64.0000 95,360.00 0.000 0.00 49 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 42,020.00 382.000 42,020.00 S) PILING PROGRAM CAS145 PAGE 3 DATE 03/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0510A4 TIME 07:38 AM ESTIMATE NO. 13 BID OPENING 10/09/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 03/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 85.0000 325,550.00 3,799.000 322,915.00 S) PILING (BARRIER) 51 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 6,200.00 20.000 6,200.00 S) PILING (SOUND WALL) 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 330.0000 18,150.00 55.000 18,150.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 1,600.0000 176,000.00 80.000 128,000.00 F) 54 STRUCTURE CONCRETE, RETAINING WALL M3 430.0000 411,510.00 953.000 409,790.00 F) (SOUND WALL) 55 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 12,000.00 0.000 0.00 F) (TYPE N) 56 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 25,500.00 0.000 0.00 F) (TYPE R) 57 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 39,000.00 6.000 7,800.00 F) 58 PAVING NOTCH EXTENSION M3 6,000.0000 3,000.00 0.000 0.00 59 FRACTURED RIB TEXTURE M2 30.0000 38,310.00 1,277.000 38,310.00 F) 60 DRILL AND BOND DOWEL M 50.0000 2,100.00 42.000 2,100.00 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 33,000.00 0.000 0.00 S) GIRDER (15 M - 20 M) 62 ERECT PRECAST PRESTRESSED CONCRETE EA 1,500.0000 4,500.00 0.000 0.00 S) GIRDER 63 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 167.0000 762,188.00 0.000 0.00 F) 64 JOINT SEAL (MR 15 MM) M 50.0000 700.00 0.000 0.00 S) 65 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 41,492.00 16,791.000 36,940.20 SF) 66 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2000 153,100.20 69,591.000 153,100.20 SF) 67 ASPHALT MEMBRANE WATERPROOFING M2 100.0000 500.00 0.000 0.00 SF) 68 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 18,925.00 0.000 0.00 F) 69 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 3,785.00 0.000 0.00 SF) 70 920 MM CAST-IN-DRILLED-HOLE M 800.0000 4,800.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 71 METAL (WALL MOUNTED SIGN) EA 1,500.0000 4,500.00 0.000 0.00 72 ROADSIDE SIGN - ONE POST EA 200.0000 200.00 0.000 0.00 73 ROADSIDE SIGN (SOUND WALL MOUNTED) EA 500.0000 2,000.00 0.000 0.00 74 INSTALL ROADSIDE SIGN EA 1,800.0000 3,600.00 0.000 0.00 (LAMINATED WOOD BOX POST) 75 450 MM REINFORCED CONCRETE PIPE M 200.0000 24,000.00 0.000 0.00 76 600 MM REINFORCED CONCRETE PIPE M 220.0000 28,600.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0510A4 TIME 07:38 AM ESTIMATE NO. 13 BID OPENING 10/09/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 03/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MISCELLANEOUS IRON AND STEEL KG 1.5000 3,930.00 0.000 0.00 SF) 78 METAL BEAM GUARD RAILING (WOOD POST) M 70.0000 6,160.00 0.000 0.00 S) 79 CONCRETE BARRIER (TYPE K) M 40.0000 11,600.00 0.000 0.00 80 TERMINAL SECTION (TYPE B) EA 100.0000 300.00 0.000 0.00 S) 81 END SECTION EA 200.0000 400.00 0.000 0.00 S) 82 TERMINAL SYSTEM (TYPE SRT) EA 2,100.0000 2,100.00 0.000 0.00 S) 83 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 500.00 0.000 0.00 S) 84 CONCRETE BARRIER (TYPE 736SV) M 350.0000 308,000.00 263.000 92,050.00 877.000 306,950.00 85 CONCRETE BARRIER (TYPE 736A MOD) M 190.0000 77,900.00 410.000 77,900.00 410.000 77,900.00 86 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 7,600.00 0.000 0.00 F) 87 CONCRETE BARRIER (TYPE 736SV MOD) M 300.0000 2,100.00 0.000 0.00 F) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,830.00 0.000 0.00 S) 89 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 760.00 0.000 0.00 S) 90 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 800.00 0.000 0.00 S) 91 LIGHTING (TEMPORARY) LS 29,000.0000 29,000.00 0.450 13,050.00 S) 92 CONDUIT (BRIDGE) LS 2,400.0000 2,400.00 0.000 0.00 S) 93 COMMUNICATION CONDUIT (BRIDGE) LS 16,000.0000 16,000.00 0.000 0.00 S) 94 RELOCATE COMMUNICATION CONDUIT LS 8,000.0000 8,000.00 0.500 4,000.00 S) 95 MODIFY LIGHTING AND SIGN ILLUMINATION LS 65,000.0000 65,000.00 0.100 6,500.00 0.828 53,820.00 S) 96 COMMUNICATION PULL BOX EA 800.0000 1,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 03/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0510A4 TIME 07:38 AM ESTIMATE NO. 13 BID OPENING 10/09/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MCKENZIE, DARRELL DATE OF THIS ESTIMATE 03/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 316,405.00 2,537,029.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,765.45 139,179.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 318,170.45 2,676,208.77 97 MOBILIZATION LS 380,000.0000 380,000.00 1.000 380,000.00 ORIGINAL CONTRACT AMOUNT 4,387,804.20 TOTAL WORK COMPLETED 318,170.45 3,056,208.77 MATERIALS ON HAND ON SITE 15,186.62 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 318,170.45 3,071,395.39 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 01/05/04 300 01/20/04 01/26/04 04/15/06 254 39 0 0 67% 85% PROGRESS UNSATISFACTORY MCKENZIE, DARRELL RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 03/23/05