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 05/23/03 EST. NO.06 TIME 08:05 AM 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 --------------------------------------------------------------------------- *** 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 05/23/03 EST. NO.06 TIME 08:05 AM 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 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 08:05 AM ESTIMATE NO. 06 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 05/20/03 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 05/23/03 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.500 1,500.00 002 TIME-RELATED OVERHEAD WDAY 2,000.0000 640,000.00 22.000 44,000.00 128.000 256,000.00 003 TEMPORARY FENCE M 25.0000 53,500.00 2,128.680 53,217.00 (S) 004 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.000 0.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.000 0.00 006 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.010 60.00 0.762 4,572.00 (S) 007 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.054 2,700.00 0.307 15,350.00 (S) 008 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 2,650.00 337.480 1,687.40 (S) 009 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 1,050.00 37.000 925.00 (S) 010 TEMPORARY RAILING (TYPE K) M 35.0000 55,300.00 1,561.600 54,656.00 011 TEMPORARY CRASH CUSHION MODULE EA 300.0000 13,500.00 45.000 13,500.00 012 REMOVE CONCRETE MASONRY BLOCK WALL M 80.0000 336.00 0.000 0.00 013 REMOVE CHAIN LINK FENCE M 10.0000 21,400.00 2,146.210 21,462.10 (S) 014 REMOVE METAL BEAM GUARD RAILING M 15.0000 6,750.00 84.160 1,262.40 380.560 5,708.40 (S) 015 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.5000 650.00 113.690 284.23 (S) 016 REMOVE PAVEMENT MARKER EA 1.0000 140.00 126.000 126.00 (S) 017 REMOVE ROADSIDE SIGN EA 40.0000 280.00 0.000 0.00 018 REMOVE ASPHALT CONCRETE DIKE M 7.0000 5,460.00 361.430 2,530.01 610.020 4,270.14 019 REMOVE PIPE M 80.0000 480.00 0.000 0.00 020 REMOVE INLET EA 400.0000 400.00 0.000 0.00 021 RELOCATE ROADSIDE SIGN EA 100.0000 100.00 1.000 100.00 1.000 100.00 022 REMOVE CONCRETE CURB M 8.0000 3,120.00 177.200 1,417.60 177.200 1,417.60 PROGRAM CAS145 PAGE 2 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 08:05 AM ESTIMATE NO. 06 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 05/20/03 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE SIDEWALK M2 35.0000 770.00 0.000 0.00 024 CAP INLET EA 800.0000 2,400.00 0.000 0.00 025 BRIDGE REMOVAL (PORTION) LS 26,000.0000 26,000.00 1.000 26,000.00 026 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.310 15,500.00 0.980 49,000.00 027 REMOVE TREE EA 400.0000 4,000.00 10.000 4,000.00 028 ROADWAY EXCAVATION (TYPE Z-2) M3 75.0000 66,000.00 429.960 32,247.00 815.170 61,137.75 (AERIALLY DEPOSITED LEAD) 029 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 030 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 10,050.00 60.000 3,000.00 (F) 031 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 5,960.00 149.000 5,960.00 (F) 032 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 7,000.00 0.000 0.00 (F) 033 STRUCTURE BACKFILL, RETAINING WALL M3 60.0000 7,140.00 0.000 0.00 (F) (SOUND WALL ) 034 HIGHWAY PLANTING LS 5,000.0000 5,000.00 0.000 0.00 (S) 035 TRANSPLANT PALM TREE EA 1,500.0000 6,000.00 3.000 4,500.00 (S) 036 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 (S) 037 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,000.0000 3,000.00 0.100 300.00 (S) 038 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.191 9,550.00 (S) 039 EXTEND 150 MM CONDUIT M 200.0000 1,200.00 0.000 0.00 (S) 040 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 400.00 0.000 0.00 041 CLASS 3 AGGREGATE BASE M3 70.0000 7,000.00 0.000 0.00 042 ASPHALT CONCRETE (TYPE B) TONN 95.0000 84,550.00 0.000 0.00 043 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 130.00 0.000 0.00 044 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 130.00 0.000 0.00 045 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 2,200.00 0.000 0.00 046 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 160.0000 57,440.00 0.000 0.00 (S) PILING 047 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 179,200.00 1,434.000 114,720.00 2,019.600 161,568.00 (S) PILING (BARRIER) 048 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 28,200.00 0.000 0.00 (F) 049 STRUCTURAL CONCRETE, BRIDGE M3 900.0000 173,700.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 3 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 08:05 AM ESTIMATE NO. 06 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 05/20/03 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE CONCRETE, RETAINING WALL M3 320.0000 21,440.00 67.000 21,440.00 (F) (SOUND WALL) 051 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 3,600.00 0.000 0.00 (F) (TYPE EQ) 052 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 3,500.00 0.000 0.00 (F) (TYPE N) 053 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 23,400.00 0.000 0.00 (TYPE R) 054 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 20,700.00 12.500 12,500.00 (F) 055 DRILL AND BOND DOWEL M 50.0000 8,800.00 0.000 0.00 056 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 100.0000 228,400.00 0.000 0.00 (F) 057 SOUND WALL (BARRIER) M2 150.0000 80,400.00 0.000 0.00 (SF)(RIBBED STEEL PANEL) 058 SOUND WALL (MASONRY BLOCK) M2 180.0000 1,530,000.00 1,159.200 208,656.00 6,917.900 1,245,222.00 (F) 059 JOINT SEAL (MR 30 MM) M 150.0000 6,300.00 0.000 0.00 (S) 060 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 41,340.00 0.000 0.00 (SF) 061 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3000 5,340.40 4,108.000 5,340.40 (SF) 062 STRUCTURAL STEEL (BRIDGE) KG 4.0000 284,800.00 0.000 0.00 (SF) 063 METAL (WALL MOUNTED SIGN) EA 800.0000 2,400.00 0.000 0.00 064 ROADSIDE SIGN (SOUND WALL MOUNTED) EA 100.0000 300.00 0.000 0.00 065 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 75.00 0.000 0.00 METHOD) 066 CLEAN AND PAINT STRUCTURAL STEEL LS 30,000.0000 30,000.00 0.000 0.00 (S) 067 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 2,500.0000 12,250.00 0.000 0.00 (S) 068 WORK AREA MONITORING LS 10,000.0000 10,000.00 0.000 0.00 (S) 069 600 MM REINFORCED CONCRETE PIPE M 250.0000 8,250.00 0.000 0.00 070 1050 MM REINFORCED CONCRETE PIPE M 550.0000 5,500.00 10.000 5,500.00 071 ROCK SLOPE PROTECTION M3 500.0000 2,000.00 0.000 0.00 (BACKING NO. 2, METHOD B) 072 ROCK SLOPE PROTECTION FABRIC M2 5.0000 160.00 0.000 0.00 073 MINOR CONCRETE (CURB) M 100.0000 1,300.00 0.000 0.00 074 MINOR CONCRETE (SIDEWALK) M3 350.0000 10,500.00 0.000 0.00 075 FRAME AND GRATE EA 300.0000 1,800.00 0.000 0.00 (S) 076 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 53,100.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 4 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 08:05 AM ESTIMATE NO. 06 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 05/20/03 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 800.00 0.000 0.00 078 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 15,000.00 0.000 0.00 (S) 079 CONCRETE BARRIER (TYPE 736 SV) M 280.0000 184,800.00 0.000 0.00 080 TERMINAL SECTION (TYPE B) EA 400.0000 1,200.00 0.000 0.00 (S) 081 END SECTION EA 100.0000 300.00 0.000 0.00 (S) 082 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 2,000.00 0.000 0.00 (S) 083 CRASH CUSHION (TYPE REACT 9 SCBS) EA 35,000.0000 35,000.00 0.000 0.00 (S) 084 CONCRETE BARRIER (TYPE 736 MODIFIED) M 150.0000 34,500.00 0.000 0.00 085 CONCRETE BARRIER (TYPE 736 S) M 180.0000 32,400.00 0.000 0.00 086 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 2,590.00 0.000 0.00 (S) 087 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,185.00 0.000 0.00 (S) 088 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 260.00 0.000 0.00 (S) 089 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 240.00 0.000 0.00 (S) 090 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 100.00 0.000 0.00 (S) 091 LIGHTING AND SIGN ILLUMINATION (MODIFY) LS 40,000.0000 40,000.00 0.000 0.00 (S) 092 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 5,000.00 0.000 0.00 (S) 093 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.076 760.00 0.862 8,620.00 (S) 094 INDUCTIVE LOOP DETECTOR (REPLACEMENT) LS 5,000.0000 5,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 05/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-496104 TIME 08:05 AM ESTIMATE NO. 06 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 05/20/03 R.E. NAME: KIM, ANTHONY DATE OF THIS ESTIMATE 05/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 423,953.01 2,068,414.02 ADJUSTMENT OF COMPENSATION 0.00 12,528.00 EXTRA WORK 0.00 12,815.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 423,953.01 2,093,757.14 095 MOBILIZATION LS 450,000.0000 450,000.00 0.950 427,500.00 ORIGINAL CONTRACT AMOUNT 4,893,616.40 TOTAL WORK COMPLETED 423,953.01 2,521,257.14 MATERIALS ON HAND ON SITE 1,756.14 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 413,953.01 2,513,013.28 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 10/25/02 410 11/12/02 11/25/02 07/12/04 128 0 0 0 50% 40% PROGRESS IS SATISFACTORY KIM, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 05/23/03