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 06/17/05 EST. NO.17 TIME 03:46 PM 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 --------------------------------------------------------------------------- 001 0047 1,466.91 E.W. @ F.A.(+) 050905 N P47 0 0048 429.96 051305 N P48 0 0049 429.96 052705 N P49 0 0050 214.98 060305 N P50 0 0051 214.98 060805 N P51 0 0052 2,240.78 052805 N P52 0 4,997.57 TOTAL THIS ESTIMATE 56,459.88 TOTAL PREVIOUS ESTIMATE 61,457.45 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 06/17/05 EST. NO.17 TIME 03:46 PM 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 -49,400.00 -49,400.00 TOTAL DEDUCTIONS -49,400.00 -49,400.00 PROGRAM CAS145 PAGE 1 DATE 06/17/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-148004 TIME 03:46 PM ESTIMATE NO. 17 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 06/20/05 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 06/17/05 LOCATION PROGRESS 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 0.050 1,500.00 0.950 28,500.00 03 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.800 4,000.00 S) 04 TRAFFIC CONTROL SYSTEM LS 340,000.0000 340,000.00 0.020 6,800.00 0.920 312,800.00 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 5,244.000 629.28 10 REMOVE PAVEMENT MARKER EA 0.8000 6,896.00 4,160.000 3,328.00 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 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 102,850.00 460.000 25,300.00 1,870.000 102,850.00 F) PROGRAM CAS145 PAGE 2 DATE 06/17/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-148004 TIME 03:46 PM ESTIMATE NO. 17 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 06/20/05 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 06/17/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 1,112.000 55,600.00 2,850.000 142,500.00 25 LEAN CONCRETE BASE M3 140.0000 278,600.00 800.000 112,000.00 1,780.000 249,200.00 26 CONCRETE PAVEMENT M3 190.0000 655,500.00 780.600 148,314.00 1,950.600 370,614.00 27 SEAL PAVEMENT JOINT M 10.0000 81,000.00 0.000 0.00 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 8.550 13,680.00 28.000 44,800.00 F) 31 ARCHITECTURAL SURFACE LS 220,000.0000 220,000.00 0.050 11,000.00 0.350 77,000.00 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 9.000 1,980.00 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 6,390.00 541.500 1,083.00 SF) 36 INSTALL MEDIAN MILEAGE PANEL EA 80.0000 1,440.00 0.000 0.00 37 CONCRETE BARRIER (TYPE 60) M 220.0000 28,600.00 40.000 8,800.00 38 CONCRETE BARRIER (TYPE 60R) M 1,050.0000 57,750.00 42.000 44,100.00 39 CONCRETE BARRIER (TYPE 60W MOD) M 500.0000 185,000.00 268.600 134,300.00 40 CONCRETE BARRIER (TYPE 60C) M 370.0000 77,700.00 160.000 59,200.00 41 CONCRETE BARRIER (TYPE 60D) M 175.0000 290,500.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 60E) M 500.0000 38,000.00 0.000 0.00 43 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 13,920.00 0.000 0.00 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 0.000 0.00 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 1,040.000 2,080.00 S) PROGRAM CAS145 PAGE 3 DATE 06/17/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-148004 TIME 03:46 PM ESTIMATE NO. 17 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 06/20/05 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 06/17/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.660 13,200.00 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 06/17/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-148004 TIME 03:46 PM ESTIMATE NO. 17 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 06/20/05 R.E. NAME: KAROUT, REDA DATE OF THIS ESTIMATE 06/17/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 377,374.00 3,520,167.88 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 4,997.57 61,457.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 382,371.57 3,581,625.33 51 MOBILIZATION LS 325,000.0000 325,000.00 1.000 325,000.00 ORIGINAL CONTRACT AMOUNT 4,983,759.00 TOTAL WORK COMPLETED 382,371.57 3,906,625.33 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -49,400.00 -49,400.00 TOTAL 332,971.57 3,857,225.33 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 02/17/04 200 03/02/04 03/02/04 06/30/05 236 82 25 11 78% 100% PROGRESS UNSATISFACTORY KAROUT, REDA RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 06/17/05