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 01/21/03 EST. NO.11 TIME 01:21 PM R.E. NAME: JOUBEEN, JAY 12-040894 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0005 12.80 E.W. @ U.P (+) 123102 N 6 0 0006 257.60 123102 N 05 0 270.40 TOTAL THIS ESTIMATE 40,430.93 TOTAL PREVIOUS ESTIMATE 40,701.33 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 01/21/03 EST. NO.11 TIME 01:21 PM R.E. NAME: JOUBEEN, JAY 12-040894 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANT LD 12DAY OVERRUN -12,000.00 11 -12,000.00 -12,000.00 LABOR COMPLIANCE VIOLATION UNSAT PAYROLL -10,000.00 08 RETURN UNSAT PAYROLL 10,000.00 10 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 069 -825.20 03 OVERBID ITEM NO. 069 -412.60 04 OVERBID ITEM NO. 069 -330.08 06 OVERBID ITEM NO. 069 -82.52 11 -82.52 -1,650.40 TOTAL DEDUCTIONS -12,082.52 -13,650.40 PROGRAM CAS145 PAGE 1 DATE 01/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-040894 TIME 01:21 PM ESTIMATE NO. 11 BID OPENING 01/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/03 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 01/21/03 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-22-R4.8/R5.7 ----------------------- BRUTOCO ENGINEERING & IN ORANGE COUNTY IN GARDEN GROVE CONSTRUCTION INC. FROM MAGNOLIA STREET UNDERCROSSING P.O. BOX 429 TO BROOKHURST STREET UNDERCROSSING FONTANA, CA., 92334 FED. AID NO. ACNH-P022(20)E CONSTRUCT 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 2,000.0000 2,000.00 0.500 1,000.00 002 TIME-RELATED OVERHEAD WDAY 1,000.0000 195,000.00 5.000 5,000.00 195.000 195,000.00 003 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 004 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.060 2,400.00 0.710 28,400.00 005 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.500 3,000.00 (S) 006 TRAFFIC CONTROL SYSTEM LS 28,000.0000 28,000.00 0.050 1,400.00 0.892 24,976.00 (S) 007 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.050 250.00 0.892 4,460.00 (S) 008 TEMPORARY RAILING (TYPE K) M 25.0000 36,750.00 964.500 24,112.50 009 TEMPORARY CRASH CUSHION MODULE EA 390.0000 4,290.00 11.000 4,290.00 (S) 010 TEMPORARY TRAFFIC SCREEN M 7.5000 11,025.00 963.300 7,224.75 (S) 011 ABANDON INLET EA 500.0000 500.00 0.000 0.00 012 REMOVE CHAIN LINK FENCE M 30.0000 18,000.00 385.000 11,550.00 (S) 013 REMOVE METAL BEAM GUARD RAILING M 15.0000 14,100.00 922.000 13,830.00 933.000 13,995.00 (S) 014 REMOVE ASPHALT CONCRETE DIKE M 35.0000 4,550.00 0.000 0.00 015 REMOVE PIPE M 75.0000 1,425.00 23.100 1,732.50 016 REMOVE HEADWALL EA 700.0000 700.00 4.000 2,800.00 017 REMOVE DOWNDRAIN EA 425.0000 3,825.00 7.000 2,975.00 018 RESET ROADSIDE SIGN (ONE POST) EA 450.0000 450.00 0.000 0.00 019 BRIDGE REMOVAL (PORTION) LS 6,000.0000 6,000.00 1.000 6,000.00 020 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 021 ROADWAY EXCAVATION M3 90.0000 75,600.00 541.000 48,690.00 022 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 10,000.00 500.000 10,000.00 (F) PROGRAM CAS145 PAGE 2 DATE 01/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-040894 TIME 01:21 PM ESTIMATE NO. 11 BID OPENING 01/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/03 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 01/21/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 30,080.00 100.000 4,000.00 600.000 24,000.00 (F) 024 PERVIOUS BACKFILL MATERIAL (RETAINING M3 115.0000 6,900.00 8.000 920.00 47.000 5,405.00 (F) WALL) 025 DITCH EXCAVATION M3 10.0000 9,300.00 890.000 8,900.00 026 EARTH RETAINING STRUCTURE M2 299.0000 1,469,585.00 379.000 113,321.00 3,489.000 1,043,211.00 (F) 027 IMPORTED BORROW M3 0.0100 253.00 1,587.000 15.87 5,238.000 52.38 028 HIGHWAY PLANTING LS 4,000.0000 4,000.00 0.000 0.00 (S) 029 STRAW (EROSION CONTROL) KG 0.5000 3,200.00 0.000 0.00 (S) 030 FIBER (EROSION CONTROL) KG 0.6500 3,120.00 0.000 0.00 (S) 031 SEED (EROSION CONTROL) KG 400.0000 6,000.00 0.000 0.00 (S) 032 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7500 240.00 0.000 0.00 (S) 033 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 600.00 0.000 0.00 (S) 034 IRRIGATION SYSTEM LS 4,000.0000 4,000.00 1.000 4,000.00 (S) 035 CLASS 2 AGGREGATE BASE M3 35.0000 34,300.00 63.400 2,219.00 63.400 2,219.00 036 ASPHALT CONCRETE (TYPE B) TONN 60.0000 69,000.00 83.500 5,010.00 037 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 45.0000 40,500.00 376.000 16,920.00 AREA) 038 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 42.0000 1,344.00 0.000 0.00 039 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 42.0000 756.00 0.000 0.00 040 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 42.0000 546.00 0.000 0.00 041 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 120,340.00 533.000 58,630.00 533.000 58,630.00 (S) PILING 042 356 MM CAST-IN-DRILLED HOLE CONCRETE M 170.0000 5,780.00 0.000 0.00 (S) PILING (BARRIER) 043 406 MM CAST-IN-DRILLED HOLE CONCRETE M 120.0000 69,600.00 571.320 68,558.40 571.320 68,558.40 (S) PILING (BARRIER) 044 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 70,000.00 200.000 70,000.00 (F) 045 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 177,600.00 6.950 11,120.00 84.430 135,088.00 (F) 046 ARCHITECTURAL SURFACE M2 38.0000 34,656.00 360.000 13,680.00 360.000 13,680.00 (TEXTURED CONCRETE) 047 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 100.0000 492,700.00 0.000 0.00 (SF) 048 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3000 39,182.00 30,140.000 39,182.00 (SF) 049 450 MM REINFORCED CONCRETE PIPE M 170.0000 56,100.00 7.000 1,190.00 300.000 51,000.00 PROGRAM CAS145 PAGE 3 DATE 01/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-040894 TIME 01:21 PM ESTIMATE NO. 11 BID OPENING 01/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/03 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 01/21/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 600 MM REINFORCED CONCRETE PIPE M 550.0000 8,800.00 20.900 11,495.00 051 900 MM REINFORCED CONCRETE PIPE M 210.0000 252,000.00 1,198.900 251,769.00 052 900 MM PRECAST CONCRETE PIPE MANHOLE M 350.0000 14,350.00 0.910 318.50 053 MINOR CONCRETE (CHANNEL LINING) M3 320.0000 83,200.00 226.100 72,352.00 054 MISCELLANEOUS IRON AND STEEL KG 2.0000 15,934.00 200.000 400.00 (SF) 055 MISCELLANEOUS METAL KG 5.0000 13,295.00 2,127.000 10,635.00 (SF) 056 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 18,000.00 290.000 8,700.00 (S) 057 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 500.00 0.000 0.00 (S) 058 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 1,200.00 0.000 0.00 (S) 059 5.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 800.00 0.000 0.00 (S) 060 DELINEATOR (CLASS 1) EA 35.0000 385.00 0.000 0.00 061 METAL BEAM GUARD RAILING (WOOD POST) M 115.0000 1,380.00 0.000 0.00 (S) 062 TERMINAL SYSTEM (TYPE SRT) EA 2,100.0000 2,100.00 0.000 0.00 (S) 063 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 400.0000 400.00 0.000 0.00 (S) 064 CONCRETE BARRIER (TYPE 736 S) M 225.0000 5,175.00 0.000 0.00 065 CONCRETE BARRIER (TYPE 736 A MODIFIED) M 160.0000 210,080.00 28.400 4,544.00 (F) 066 CONCRETE BARRIER (TYPE 736 SV) M 400.0000 56,000.00 0.000 0.00 067 LIGHTING AND SIGN ILLUMINATION LS 38,000.0000 38,000.00 0.200 7,600.00 (S) 068 LIGHTING LS 7,500.0000 7,500.00 1.000 7,500.00 (S) (DEODARA DRIVE PEDESTRIAN UNDERCROSSING) PROGRAM CAS145 PAGE 4 DATE 01/21/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-040894 TIME 01:21 PM ESTIMATE NO. 11 BID OPENING 01/10/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/03 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 01/21/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 296,534.27 2,393,250.03 ADJUSTMENT OF COMPENSATION 0.00 4,965.87 EXTRA WORK 270.40 35,735.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 296,804.67 2,433,951.36 069 MOBILIZATION LS 449,000.0000 449,000.00 0.050 22,450.00 1.000 449,000.00 ORIGINAL CONTRACT AMOUNT 4,473,496.00 TOTAL WORK COMPLETED 319,254.67 2,882,951.36 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -12,082.52 -13,650.40 TOTAL 307,172.15 2,869,300.96 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 069 MOBILIZATION 447,349.60 449,000.00 1,650.40 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 02/13/02 195 02/28/02 02/28/02 01/08/03 202 18 0 0 63% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU ANT LD TAKEN JOUBEEN, JAY RESIDENT ENGINEER PROGRAM CAS145 DATE 01/21/03