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 12/16/05 EST. NO.23 TIME 11:12 AM R.E. NAME: KAROUT, REDA 07-148004 --------------------------------------------------------------------------- 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 0007 1,999.37 E.W. @ F.A.(+) 080405 N P13 0 1,999.37 TOTAL THIS ESTIMATE 96,269.55 TOTAL PREVIOUS ESTIMATE 98,268.92 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 12/16/05 EST. NO.23 TIME 11:12 AM R.E. NAME: KAROUT, REDA 07-148004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LIQ DAMAGES 12@3800 -49,400.00 17 LIQ DAM 30@$3800.00 -114,000.00 18 LIQ 31DAYS@3800 -117,800.00 19 RET. LIQ DAM 74@3800 281,200.00 20 0.00 0.00 OTHER OUTSTANDING DOCUMENTS DVBE & FHWA 47 -10,000.00 21 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-148004 TIME 11:12 AM ESTIMATE NO. 23 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/05 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 12/16/05 LOCATION SEMI-FINAL ESTIMATE 07-LA-101-9.4/10.5 ------------------- PETERSON CHASE GENERAL IN LOS ANGELES COUNTY IN ENGINEERING CONSTRUCTION INC LOS ANGELES FROM 1.1 KM WEST OF 1792 KAISER AVENUE BARHAM BOULEVARD OVERCROSSING TO IRVINE CA 926145706 0.1 KM EAST OF VENTURA BOULEVARD OFFRAMP OVERCROSSING FED. AID NO. ACST-Q101(48)E ,PHG-Q101(48)E REPLACE CONCRETE MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 1.000 30,000.00 03 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000.00 S) 04 TRAFFIC CONTROL SYSTEM LS 340,000.0000 340,000.00 1.000 340,000.00 S) 05 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 980.00 28.000 980.00 S) 06 TEMPORARY TERMINAL SECTION (TYPE K) EA 700.0000 1,400.00 2.000 1,400.00 S) 07 TEMPORARY RAILING (TYPE K) M 36.0000 137,520.00 3,674.000 132,264.00 08 REMOVE DOUBLE METAL BEAM BARRIER M 25.0000 42,000.00 1,735.000 43,375.00 09 REMOVE PAINTED TRAFFIC STRIPE M 0.1200 2,640.00 16,600.000 1,992.00 10 REMOVE PAVEMENT MARKER EA 0.8000 6,896.00 7,924.000 6,339.20 11 REMOVE PIPE M 100.0000 1,200.00 36.400 3,640.00 12 REMOVE INLET EA 600.0000 5,400.00 11.000 6,600.00 13 REMOVE CONCRETE PAVEMENT M2 10.0000 92,600.00 9,260.000 92,600.00 14 REMOVE CONCRETE (CURB AND GUTTER) M 12.0000 14,280.00 1,190.000 14,280.00 15 CAP INLET EA 1,200.0000 1,200.00 1.000 1,200.00 16 ROADWAY EXCAVATION M3 35.0000 234,500.00 6,700.000 234,500.00 17 ROADWAY EXCAVATION (TYPE Y) M3 75.0000 10,500.00 140.000 10,500.00 (AERIALLY DEPOSITED LEAD) 18 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 19 STRUCTURE EXCAVATION (RETAINING WALL) M3 45.0000 239,985.00 5,333.000 239,985.00 F) 20 STRUCTURE EXCAVATION (TYPE Y) M3 100.0000 3,000.00 30.000 3,000.00 F) (AERIALLY DEPOSITED LEAD) (RETAINING WALL) 21 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 102,850.00 1,870.000 102,850.00 F) PROGRAM CAS145 PAGE 2 DATE 12/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-148004 TIME 11:12 AM ESTIMATE NO. 23 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/05 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 12/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 22 STRUCTURE BACKFILL (TYPE Y) M3 75.0000 12,600.00 168.000 12,600.00 F) (AERIALLY DEPOSITED LEAD) (RETAINING WALL) 23 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 19,250.00 275.000 19,250.00 F) WALL) 24 CLASS 3 AGGREGATE SUBBASE M3 50.0000 142,500.00 2,850.000 142,500.00 25 LEAN CONCRETE BASE M3 140.0000 278,600.00 1,985.000 277,900.00 26 CONCRETE PAVEMENT M3 190.0000 655,500.00 3,620.000 687,800.00 27 SEAL PAVEMENT JOINT M 10.0000 81,000.00 6,320.000 63,200.00 S) 28 SEAL LONGITUDINAL ISOLATION JOINT M 10.0000 33,500.00 0.000 0.00 S) 29 STRUCTURAL CONCRETE, RETAINING WALL M3 475.0000 903,925.00 1,903.000 903,925.00 F) 30 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 44,800.00 28.000 44,800.00 F) 31 ARCHITECTURAL SURFACE LS 220,000.0000 220,000.00 1.000 220,000.00 32 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 182,124.00 91,062.000 182,124.00 SF) 33 375 MM REINFORCED CONCRETE PIPE M 220.0000 3,960.00 38.200 8,404.00 34 450 MM REINFORCED CONCRETE PIPE M 225.0000 3,375.00 15.000 3,375.00 35 MISCELLANEOUS IRON AND STEEL KG 2.0000 6,390.00 3,195.000 6,390.00 SF) 36 INSTALL MEDIAN MILEAGE PANEL EA 80.0000 1,440.00 14.000 1,120.00 37 CONCRETE BARRIER (TYPE 60) M 220.0000 28,600.00 130.000 28,600.00 38 CONCRETE BARRIER (TYPE 60R) M 1,050.0000 57,750.00 55.000 57,750.00 39 CONCRETE BARRIER (TYPE 60W MOD) M 500.0000 185,000.00 370.000 185,000.00 40 CONCRETE BARRIER (TYPE 60C) M 370.0000 77,700.00 210.000 77,700.00 41 CONCRETE BARRIER (TYPE 60D) M 175.0000 290,500.00 1,660.000 290,500.00 42 CONCRETE BARRIER (TYPE 60E) M 500.0000 38,000.00 76.000 38,000.00 43 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 13,920.00 9,164.000 10,996.80 S) 44 PAINT TRAFFIC STRIPE (1-COAT) M 0.6000 4,014.00 14,856.000 8,913.60 S) 45 PAINT TRAFFIC STRIPE (2-COAT) M 1.1000 4,202.00 3,922.000 4,314.20 S) 46 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 8,778.00 3,120.000 4,368.00 S) 47 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 10,960.00 2,275.000 4,550.00 S) PROGRAM CAS145 PAGE 3 DATE 12/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-148004 TIME 11:12 AM ESTIMATE NO. 23 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/05 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 12/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 48 MODIFY RAMP METERING SYSTEM LS 20,000.0000 20,000.00 1.000 20,000.00 S) 49 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 50 DRILL AND BOND TIE BAR EA 11.0000 51,920.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/16/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-148004 TIME 11:12 AM ESTIMATE NO. 23 BID OPENING 11/06/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/05 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 12/16/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 4,581,085.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,999.37 98,268.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,999.37 4,679,354.72 51 MOBILIZATION LS 325,000.0000 325,000.00 1.000 325,000.00 ORIGINAL CONTRACT AMOUNT 4,983,759.00 TOTAL WORK COMPLETED 1,999.37 5,004,354.72 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,999.37 4,994,354.72 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 02/17/04 200 03/02/04 03/02/04 09/16/05 252 136 28 24 100% 100% KAROUT, REDA RESIDENT ENGINEER PROGRAM CAS145 DATE 12/16/05