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 10/26/04 EST. NO.23 TIME 02:46 PM R.E. NAME: KIM, ANTHONY 07-496104 --------------------------------------------------------------------------- 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 0041 1,208.05 E.W. @ F.A.(+) 022404 N 0041 0 0042 117.86 032204 N 0042 0 0043 101.84 032404 N 0043 0 0044 129.87 032304 N 0044 0 0045 109.85 032504 N 0045 0 0046 159.82 120903 N 0046 0 0062 2,479.02 072604 N 0062 0 0063 1,304.83 072604 N 0063 0 0064 1,304.83 072704 N 0064 0 0065 168.21 061604 N 0065 0 0066 537.43 063004 N 0066 0 004 0029 768.09 E.W. @ F.A.(+) 121703 N 0029 0 0030 323.23 021004 N 0030 0 005 0047 362.07 E.W. @ F.A.(+) 030104 N 0047 0 014 0034 276.81 E.W. @ F.A.(+) 101003 N 0034 0 020 0001 7,367.00 A.C. @ L.S.(+) 042304 N 1 0 0002 930.78 A.C. @ F.A.(+) 030104 N 2 0 0003 928.07 030204 N 3 0 0004 308.89 030904 N 4 0 0005 1,113.42 031604 N 5 0 0006 744.89 031704 N 6 0 0007 727.73 032604 N 7 0 0008 1,339.03 032704 N 8 0 0009 105.23 022404 N 9 0 0010 1,127.50 022404 N 10 0 0011 992.15 022504 N 11 0 0012 334.83 022704 N 12 0 0013 704.02 041304 N 13 0 0014 372.20 041404 N 14 0 0015 305.36 021904 N 15 0 0016 480.41 022004 N 16 0 0017 1,000.79 022404 N 17 0 0018 259.55 022504 N 18 0 0019 325.37 022704 N 20 0 0020 661.20 022504 N 22 0 0021 353.95 042204 N 23 0 021 0001 5,262.00 E.W. @ L.S.(+) 090104 N 0001 0 030 0001 890.19 E.W. @ L.S.(+) 090104 N 0001 0 35,986.37 TOTAL THIS ESTIMATE 424,279.13 TOTAL PREVIOUS ESTIMATE 460,265.50 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 10/26/04 EST. NO.23 TIME 02:46 PM R.E. NAME: KIM, ANTHONY 07-496104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION RKALLEN, REYCON -10,000.00 06 R.K. ALLEN -10,000.00 09 REYCON, WESTERN -10,000.00 10 R.K. ALLEN 10,000.00 11 REYCON, WESTERN 10,000.00 11 RKALLEN, REYCON 10,000.00 11 SEPTEMBER PAYROLL -9,744.40 11 OCTOBER PAYROLLS -10,000.00 12 NOVEMBER PAYROLL -7,370.44 13 OCTOBER PAYROLLS 10,000.00 13 SEPTEMBER PAYROLL 9,744.40 13 NOVEMBER PAYROLL 7,370.44 16 AC DIKE COMPANY -1,000.00 21 AC DIKE COMPANY 1,000.00 22 0.00 0.00 OTHER OUTSTANDING DOCUMENTS DVBE & FHWA-47 -10,000.00 22 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 02:46 PM ESTIMATE NO. 23 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/28/04 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 10/26/04 LOCATION SEMI-FINAL ESTIMATE 07-LA-60-1.0/2.4 ------------------- D.W. POWELL CONSTRUCTION, INC. IN LOS ANGELES COUNTY IN AND NEAR P.O. BOX 1406 LOS ANGELES FROM EUCLID AVENUE FONTANA, CA 92334-1406 OVERCROSSING TO ROWAN AVENUE OVERCROSSING FED. AID NO. ACNH-P060(120)E SOUNDWALL ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 640,000.00 356.000 712,000.00 03 TEMPORARY FENCE M 25.0000 53,500.00 2,128.680 53,217.00 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 20,000.0000 20,000.00 1.000 20,000.00 06 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 1.000 6,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 08 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 2,650.00 337.480 1,687.40 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 1,050.00 37.000 925.00 S) 10 TEMPORARY RAILING (TYPE K) M 35.0000 55,300.00 1,561.600 54,656.00 11 TEMPORARY CRASH CUSHION MODULE EA 300.0000 13,500.00 47.000 14,100.00 12 REMOVE CONCRETE MASONRY BLOCK WALL M 80.0000 336.00 4.200 336.00 13 REMOVE CHAIN LINK FENCE M 10.0000 21,400.00 2,146.210 21,462.10 S) 14 REMOVE METAL BEAM GUARD RAILING M 15.0000 6,750.00 432.350 6,485.25 S) 15 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.5000 650.00 113.690 284.23 S) 16 REMOVE PAVEMENT MARKER EA 1.0000 140.00 126.000 126.00 S) 17 REMOVE ROADSIDE SIGN EA 40.0000 280.00 2.000 80.00 18 REMOVE ASPHALT CONCRETE DIKE M 7.0000 5,460.00 809.850 5,668.95 19 REMOVE PIPE M 80.0000 480.00 6.000 480.00 20 REMOVE INLET EA 400.0000 400.00 1.000 400.00 21 RELOCATE ROADSIDE SIGN EA 100.0000 100.00 1.000 100.00 22 REMOVE CONCRETE CURB M 8.0000 3,120.00 243.080 1,944.64 PROGRAM CAS145 PAGE 2 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 02:46 PM ESTIMATE NO. 23 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/28/04 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CONCRETE SIDEWALK M2 35.0000 770.00 162.300 5,680.50 24 CAP INLET EA 800.0000 2,400.00 3.000 2,400.00 25 BRIDGE REMOVAL (PORTION) LS 26,000.0000 26,000.00 1.000 26,000.00 26 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 27 REMOVE TREE EA 400.0000 4,000.00 10.000 4,000.00 28 ROADWAY EXCAVATION (TYPE Z-2) M3 75.0000 66,000.00 815.170 61,137.75 (AERIALLY DEPOSITED LEAD) 29 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 30 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 10,050.00 201.000 10,050.00 F) 31 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 5,960.00 149.000 5,960.00 F) 32 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 7,000.00 70.000 7,000.00 F) 33 STRUCTURE BACKFILL, RETAINING WALL M3 60.0000 7,140.00 119.000 7,140.00 F) (SOUND WALL ) 34 HIGHWAY PLANTING LS 5,000.0000 5,000.00 1.000 5,000.00 S) 35 TRANSPLANT PALM TREE EA 1,500.0000 6,000.00 4.000 6,000.00 S) 36 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 1.000 5,000.00 S) 37 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,000.0000 3,000.00 1.000 3,000.00 S) 38 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 39 EXTEND 150 MM CONDUIT M 200.0000 1,200.00 7.320 1,464.00 S) 40 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 400.00 4.000 400.00 41 CLASS 3 AGGREGATE BASE M3 70.0000 7,000.00 96.212 6,734.84 42 ASPHALT CONCRETE (TYPE B) TONN 95.0000 84,550.00 1,121.500 106,542.50 43 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 130.00 15.560 155.60 44 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 130.00 4.580 45.80 45 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 2,200.00 262.780 2,627.80 46 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 160.0000 57,440.00 359.000 57,440.00 S) PILING 47 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 179,200.00 2,343.680 187,494.40 S) PILING (BARRIER) 48 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 28,200.00 47.000 28,200.00 F) 49 STRUCTURAL CONCRETE, BRIDGE M3 900.0000 173,700.00 193.000 173,700.00 F) PROGRAM CAS145 PAGE 3 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 02:46 PM ESTIMATE NO. 23 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/28/04 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE CONCRETE, RETAINING WALL M3 320.0000 21,440.00 67.000 21,440.00 F) (SOUND WALL) 51 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 3,600.00 6.000 3,600.00 F) (TYPE EQ) 52 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 3,500.00 5.000 3,500.00 F) (TYPE N) 53 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 23,400.00 36.000 23,400.00 (TYPE R) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 20,700.00 4.100 4,100.00 20.700 20,700.00 F) 55 DRILL AND BOND DOWEL M 50.0000 8,800.00 176.000 8,800.00 56 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 100.0000 228,400.00 2,284.000 228,400.00 F) 57 SOUND WALL (BARRIER) M2 150.0000 80,400.00 536.000 80,400.00 SF)(RIBBED STEEL PANEL) 58 SOUND WALL (MASONRY BLOCK) M2 180.0000 1,530,000.00 8,113.320 1,460,397.60 F) 59 JOINT SEAL (MR 30 MM) M 150.0000 6,300.00 42.000 6,300.00 S) 60 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 41,340.00 31,800.000 41,340.00 SF) 61 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3000 5,340.40 4,108.000 5,340.40 SF) 62 STRUCTURAL STEEL (BRIDGE) KG 4.0000 284,800.00 71,200.000 284,800.00 SF) 63 METAL (WALL MOUNTED SIGN) EA 800.0000 2,400.00 3.000 2,400.00 64 ROADSIDE SIGN (SOUND WALL MOUNTED) EA 100.0000 300.00 3.000 300.00 65 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 75.00 1.000 75.00 METHOD) 66 CLEAN AND PAINT STRUCTURAL STEEL LS 30,000.0000 30,000.00 1.000 30,000.00 S) 67 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 2,500.0000 12,250.00 4.900 12,250.00 S) 68 WORK AREA MONITORING LS 10,000.0000 10,000.00 1.000 10,000.00 S) 69 600 MM REINFORCED CONCRETE PIPE M 250.0000 8,250.00 33.000 8,250.00 70 1050 MM REINFORCED CONCRETE PIPE M 550.0000 5,500.00 10.000 5,500.00 71 ROCK SLOPE PROTECTION M3 500.0000 2,000.00 5.220 2,610.00 (BACKING NO. 2, METHOD B) 72 ROCK SLOPE PROTECTION FABRIC M2 5.0000 160.00 42.920 214.60 73 MINOR CONCRETE (CURB) M 100.0000 1,300.00 12.100 1,210.00 74 MINOR CONCRETE (SIDEWALK) M3 350.0000 10,500.00 55.640 19,474.00 75 FRAME AND GRATE EA 300.0000 1,800.00 6.000 1,800.00 S) 76 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 53,100.00 5,310.000 53,100.00 SF) PROGRAM CAS145 PAGE 4 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 02:46 PM ESTIMATE NO. 23 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/28/04 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 800.00 1.000 800.00 78 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 15,000.00 245.000 14,700.00 S) 79 CONCRETE BARRIER (TYPE 736 SV) M 280.0000 184,800.00 660.000 184,800.00 80 TERMINAL SECTION (TYPE B) EA 400.0000 1,200.00 0.000 0.00 S) 81 END SECTION EA 100.0000 300.00 3.000 300.00 S) 82 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 2,000.00 0.000 0.00 S) 83 CRASH CUSHION (TYPE REACT 9 SCBS) EA 35,000.0000 35,000.00 1.000 35,000.00 S) 84 CONCRETE BARRIER (TYPE 736 MODIFIED) M 150.0000 34,500.00 230.000 34,500.00 85 CONCRETE BARRIER (TYPE 736 S) M 180.0000 32,400.00 180.000 32,400.00 86 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 2,590.00 115.380 4,038.30 S) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,185.00 871.420 1,307.13 S) 88 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 260.00 164.590 329.18 S) 89 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 240.00 111.000 222.00 S) 90 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 100.00 48.000 240.00 S) 91 LIGHTING AND SIGN ILLUMINATION (MODIFY) LS 40,000.0000 40,000.00 1.000 40,000.00 S) 92 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 5,000.00 2.000 5,000.00 S) 93 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 1.000 10,000.00 S) 94 INDUCTIVE LOOP DETECTOR (REPLACEMENT) LS 5,000.0000 5,000.00 1.000 5,000.00 S) PROGRAM CAS145 PAGE 5 DATE 10/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 02:46 PM ESTIMATE NO. 23 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/28/04 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 10/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,100.00 4,481,363.97 ADJUSTMENT OF COMPENSATION 20,482.37 186,574.45 EXTRA WORK 15,504.00 273,691.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 40,086.37 4,941,629.47 95 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000.00 ORIGINAL CONTRACT AMOUNT 4,893,616.40 TOTAL WORK COMPLETED 40,086.37 5,391,629.47 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 40,086.37 5,381,629.47 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 10/25/02 410 11/12/02 11/25/02 07/28/04 413 12 41 0 100% 100% KIM, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/04