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 09/24/03 EST. NO.10 TIME 12:32 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 0001 1,028.42 E.W. @ F.A.(+) 010803 N 0001 0 0001-1 -1,028.42 010803 N 0001 0 DAO CORRECTING ENTRY 0001-2 326.75 010803 N 0001 0 DAO CORRECTING ENTRY 0002 733.89 010903 N 0002 0 0002-1 -733.89 010903 N 0002 0 DAO CORRECTING ENTRY 0002-2 208.83 010903 N 0002 0 DAO CORRECTING ENTRY 0012 145.45 070203 N 0012 0 0013 958.28 070203 N 0013 0 0015 455.51 081303 N 0015 0 0016 300.51 072803 N 0016 0 0017 49.83 010803 N 925497 0018 49.83 010903 N 925508 0019 49.83 011003 N 19 0 003 0009 1,293.72 E.W. @ F.A.(+) 050203 N 0004 0 004 0001 472.41 E.W. @ F.A.(+) 072803 N 0001 0 0002 78.77 072803 N 0002 0 005 0003 814.52 E.W. @ F.A.(+) 021903 N 0004 0 0013 168.72 030703 N 0009 0 0022 171.25 050203 N 0018 0 0024 341.35 050503 N 0020 0 0025 466.92 050603 N 0021 0 0027 28.05 050703 N 0022 0 007 0008 261.80 E.W. @ F.A.(+) 032803 N 0004 0 0009 582.05 051403 N 0005 0 0012 636.44 051903 N 0008 0 0015 138.02 052903 N 0009 0 0017 112.23 073103 N 0013 0 0018 814.79 081303 N 0014 0 0019 442.29 070703 N 0015 0 014 0003 1,061.31 E.W. @ F.A.(+) 070703 N 0003 0 0004 870.70 071503 N 0004 0 0005 852.31 071603 N 0005 0 0006 753.33 071703 N 0006 0 0007 4,265.76 072803 N 0007 0 0008 3,320.77 073003 N 0008 0 0009 896.25 073103 N 0009 0 0010 1,095.44 080403 N 0010 0 0011 1,095.44 080503 N 0011 0 0012 1,095.44 080603 N 0012 0 0013 2,748.11 080703 N 0013 0 0014 718.00 080803 N 0014 0 0015 326.51 081103 N 0015 0 0016 544.20 081203 N 0016 0 0017 374.72 081303 N 0017 0 0018 326.51 081403 N 0018 0 0019 465.95 081503 N 0019 0 0020 677.38 081803 N 0020 0 0022 405.28 081903 N 0022 0 0023 459.70 082003 N 0023 0 0024 345.53 082703 N 0024 0 0025 353.91 082803 N 0025 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 09/24/03 EST. NO.10 TIME 12:32 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 --------------------------------------------------------------------------- 0026 131.83 090303 N 0026 0 32,552.53 TOTAL THIS ESTIMATE 143,987.46 TOTAL PREVIOUS ESTIMATE 176,539.99 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 09/24/03 EST. NO.10 TIME 12:32 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 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 12:32 PM ESTIMATE NO. 10 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 09/20/03 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 09/24/03 LOCATION PROGRESS 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 0.500 1,500.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 640,000.00 20.000 40,000.00 212.000 424,000.00 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 0.500 500.00 0.500 500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.670 13,400.00 0.670 13,400.00 06 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.010 60.00 0.802 4,812.00 S) 07 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.050 2,500.00 0.513 25,650.00 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 51.790 776.85 432.350 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 0.000 0.00 18 REMOVE ASPHALT CONCRETE DIKE M 7.0000 5,460.00 199.830 1,398.81 809.850 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 3,120.00 230.980 1,847.84 PROGRAM CAS145 PAGE 2 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 12:32 PM ESTIMATE NO. 10 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 09/20/03 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.980 49,000.00 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 0.000 0.00 S) 35 TRANSPLANT PALM TREE EA 1,500.0000 6,000.00 3.000 4,500.00 S) 36 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 37 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,000.0000 3,000.00 0.100 300.00 S) 38 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.191 9,550.00 S) 39 EXTEND 150 MM CONDUIT M 200.0000 1,200.00 0.000 0.00 S) 40 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 400.00 0.000 0.00 41 CLASS 3 AGGREGATE BASE M3 70.0000 7,000.00 95.832 6,708.24 42 ASPHALT CONCRETE (TYPE B) TONN 95.0000 84,550.00 925.580 87,930.10 43 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 130.00 0.000 0.00 44 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 130.00 0.000 0.00 45 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 2,200.00 0.000 0.00 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 2,240.600 179,248.00 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 173,700.00 126.000 113,400.00 F) PROGRAM CAS145 PAGE 3 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 12:32 PM ESTIMATE NO. 10 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 09/20/03 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) (TYPE EQ) 52 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 3,500.00 0.000 0.00 F) (TYPE N) 53 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 23,400.00 0.000 0.00 (TYPE R) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 20,700.00 15.270 15,270.00 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 2,284.000 228,400.00 F) 57 SOUND WALL (BARRIER) M2 150.0000 80,400.00 0.000 0.00 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 0.000 0.00 S) 60 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 41,340.00 20,670.000 26,871.00 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 0.000 0.00 SF) 63 METAL (WALL MOUNTED SIGN) EA 800.0000 2,400.00 0.000 0.00 64 ROADSIDE SIGN (SOUND WALL MOUNTED) EA 100.0000 300.00 0.000 0.00 65 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 75.00 0.000 0.00 METHOD) 66 CLEAN AND PAINT STRUCTURAL STEEL LS 30,000.0000 30,000.00 0.000 0.00 S) 67 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 2,500.0000 12,250.00 0.000 0.00 S) 68 WORK AREA MONITORING LS 10,000.0000 10,000.00 0.000 0.00 S) 69 600 MM REINFORCED CONCRETE PIPE M 250.0000 8,250.00 27.000 6,750.00 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 0.000 0.00 (BACKING NO. 2, METHOD B) 72 ROCK SLOPE PROTECTION FABRIC M2 5.0000 160.00 0.000 0.00 73 MINOR CONCRETE (CURB) M 100.0000 1,300.00 0.000 0.00 74 MINOR CONCRETE (SIDEWALK) M3 350.0000 10,500.00 14.320 5,012.00 75 FRAME AND GRATE EA 300.0000 1,800.00 0.000 0.00 S) 76 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 53,100.00 4,000.000 40,000.00 4,000.000 40,000.00 SF) PROGRAM CAS145 PAGE 4 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 12:32 PM ESTIMATE NO. 10 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 09/20/03 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 78 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 15,000.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 S) 84 CONCRETE BARRIER (TYPE 736 MODIFIED) M 150.0000 34,500.00 0.000 0.00 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 0.000 0.00 S) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,185.00 0.000 0.00 S) 88 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 260.00 0.000 0.00 S) 89 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 240.00 0.000 0.00 S) 90 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 100.00 0.000 0.00 S) 91 LIGHTING AND SIGN ILLUMINATION (MODIFY) LS 40,000.0000 40,000.00 0.136 5,440.00 0.753 30,120.00 S) 92 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 5,000.00 0.000 0.00 S) 93 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.862 8,620.00 S) 94 INDUCTIVE LOOP DETECTOR (REPLACEMENT) LS 5,000.0000 5,000.00 0.608 3,040.00 S) PROGRAM CAS145 PAGE 5 DATE 09/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 12:32 PM ESTIMATE NO. 10 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 09/20/03 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 09/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 332,475.66 3,384,362.86 ADJUSTMENT OF COMPENSATION 0.00 34,760.00 EXTRA WORK 32,552.53 141,779.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 365,028.19 3,560,902.85 95 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000.00 ORIGINAL CONTRACT AMOUNT 4,893,616.40 TOTAL WORK COMPLETED 365,028.19 4,010,902.85 MATERIALS ON HAND ON SITE 13,325.68 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -30,000.00 TOTAL 355,028.19 3,994,228.53 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE (S) 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 10/25/02 410 11/12/02 11/25/02 07/12/04 211 2 0 1 78% 66% PROGRESS IS SATISFACTORY KIM, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 09/24/03