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 02/23/06 EST. NO.03 TIME 01:29 PM R.E. NAME: PHAM, DAT 12-099424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0001 940.83 E.W. @ F.A.(+) 122105 N P1 0 0002 12,640.16 010406 N P2 0 0003 4,484.06 010506 N P3 0 0004 4,504.17 010605 N P4 0 0005 2,726.36 010906 N P5 0 0006 2,308.10 011006 N P6 0 0007 1,243.08 011106 N P7 0 0008 5,614.39 011206 N P8 0 0009 6,505.01 011306 N P9 0 0010 1,264.01 012006 N P10 0 42,230.17 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 42,230.17 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 02/23/06 EST. NO.03 TIME 01:29 PM R.E. NAME: PHAM, DAT 12-099424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-099424 TIME 01:29 PM ESTIMATE NO. 03 BID OPENING 09/15/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/06 R.E. NAME: PHAM, DAT DATE OF THIS ESTIMATE 02/23/06 LOCATION PROGRESS ESTIMATE 12-ORA-405-16.5/17.8 ----------------- PETERSON-CHASE GENEREL IN ORANGE COUNTY IN WESTMINSTER ENGINEERING CONSTRUCTION, INC. FROM 0.1 KM SOUTH OF ROUTE 405 AND 1792 KAISER AVENUE 39 SEPARATION TO BOLSA OVERCROSSING IRVINE, CA 92614-5706 FED. AID NO. ACIM-405 -2(911)109,ACIM-405 -2(911)E WIDEN EXISTING RAMPS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 0.750 5,250.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 7,000.0000 7,000.00 0.100 700.00 0.310 2,170.00 03 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.040 360.00 0.620 5,580.00 S) 04 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 0.110 12,100.00 0.330 36,300.00 S) 05 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 1,722.50 736.000 478.40 2,581.000 1,677.65 S) 06 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 1,440.00 32.000 1,440.00 S) 07 TEMPORARY PAVEMENT MARKER EA 5.0000 1,100.00 55.000 275.00 179.000 895.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.110 1,100.00 0.330 3,300.00 S) 09 TEMPORARY RAILING (TYPE K) M 52.0000 58,760.00 921.000 47,892.00 S) 10 TEMPORARY CRASH CUSHION MODULE EA 275.0000 6,050.00 25.000 6,875.00 S) 11 TEMPORARY CRASH CUSHION (ADIEM) EA 3,000.0000 9,000.00 3.000 9,000.00 S) 12 TEMPORARY TRAFFIC SCREEN M 7.0000 7,910.00 921.000 6,447.00 S) 13 REMOVE METAL BEAM GUARD RAILING M 20.0000 9,600.00 119.000 2,380.00 368.000 7,360.00 S) 14 REMOVE PAINTED TRAFFIC STRIPE M 2.2000 2,508.00 362.000 796.40 601.000 1,322.20 S) 15 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.5000 4,025.00 827.000 2,067.50 S) 16 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 1,000.00 58.000 1,450.00 S) 17 REMOVE PAVEMENT MARKER EA 1.5000 225.00 150.000 225.00 S) 18 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 2,800.00 14.000 2,800.00 19 REMOVE ROADSIDE SIGN (STEEL POST) EA 250.0000 250.00 1.000 250.00 20 REMOVE ASPHALT CONCRETE DIKE M 7.0000 2,240.00 318.000 2,226.00 21 REMOVE PIPE M 200.0000 1,000.00 5.000 1,000.00 22 REMOVE INLET EA 600.0000 600.00 1.000 600.00 PROGRAM CAS145 PAGE 2 DATE 02/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-099424 TIME 01:29 PM ESTIMATE NO. 03 BID OPENING 09/15/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/06 R.E. NAME: PHAM, DAT DATE OF THIS ESTIMATE 02/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RELOCATE ROADSIDE SIGN-ONE POST EA 300.0000 900.00 0.000 0.00 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 17,730.00 0.000 0.00 S) 25 REMOVE CONCRETE CURB M 18.0000 12,960.00 716.000 12,888.00 26 REMOVE CONCRETE SIDEWALK M2 90.0000 3,330.00 0.000 0.00 27 CLEARING AND GRUBBING LS 75,000.0000 75,000.00 1.000 75,000.00 28 ROADWAY EXCAVATION M3 45.0000 51,300.00 565.000 25,425.00 29 ROADWAY EXCAVATION (TYPE Z-1) M3 250.0000 6,250.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 30 ROADWAY EXCAVATION (TYPE Z-2) M3 260.0000 59,800.00 72.000 18,720.00 (AERIALLY DEPOSITED LEAD) 31 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.750 3,000.00 32 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 14,628.00 105.322 4,212.88 F) 33 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 32,439.00 0.000 0.00 F) 34 IMPORTED BORROW M3 40.0000 51,600.00 434.000 17,360.00 862.000 34,480.00 35 HIGHWAY PLANTING LS 45,000.0000 45,000.00 0.000 0.00 S) 36 TRANSPLANT TREE EA 2,000.0000 6,000.00 3.000 6,000.00 S) 37 PLANT ESTABLISHMENT WORK LS 11,000.0000 11,000.00 0.000 0.00 S) 38 MAINTAIN EXISTING IRRIGATION FACILITIES LS 6,500.0000 6,500.00 0.100 650.00 0.310 2,015.00 S) 39 IRRIGATION SYSTEM LS 51,000.0000 51,000.00 0.060 3,060.00 S) 40 EXTEND 250 MM CONDUIT M 425.0000 16,150.00 15.000 6,375.00 S) 41 CLASS 2 AGGREGATE SUBBASE M3 70.0000 39,200.00 374.000 26,180.00 42 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 152.0000 150,480.00 0.000 0.00 43 ASPHALT CONCRETE (TYPE A) TONN 115.0000 112,700.00 196.200 22,563.00 44 ASPHALT CONCRETE BASE (TYPE A) TONN 115.0000 135,700.00 0.000 0.00 45 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 80.0000 23,200.00 0.000 0.00 AREA) 46 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 15.0000 10,500.00 0.000 0.00 47 STRUCTURAL CONCRETE, RETAINING WALL M3 780.0000 137,046.00 0.000 0.00 F) 48 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 2,100.00 0.700 2,100.00 F) 49 BAR REINFORCING STEEL (RETAINING WALL) KG 4.4000 21,937.08 0.000 0.00 SF) PROGRAM CAS145 PAGE 3 DATE 02/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-099424 TIME 01:29 PM ESTIMATE NO. 03 BID OPENING 09/15/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/06 R.E. NAME: PHAM, DAT DATE OF THIS ESTIMATE 02/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADSIDE SIGN - ONE POST EA 350.0000 3,850.00 0.000 0.00 51 ROADSIDE SIGN - TWO POST EA 600.0000 600.00 0.000 0.00 52 INSTALL ROADSIDE SIGN EA 1,500.0000 1,500.00 0.000 0.00 (LAMINATED WOOD BOX TYPE) (TWO POST) 53 450 MM CORRUGATED STEEL PIPE M 250.0000 1,250.00 5.000 1,250.00 (2.01 MM THICK) 54 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500.00 55 ROCK SLOPE PROTECTION M3 800.0000 1,600.00 0.000 0.00 (FACING, METHOD B) 56 ROCK SLOPE PROTECTION FABRIC M2 20.0000 140.00 0.000 0.00 57 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 16,500.00 0.000 0.00 CONSTRUCTION) 58 MINOR CONCRETE (GUTTER) M3 600.0000 6,000.00 0.000 0.00 59 MISCELLANEOUS IRON AND STEEL KG 10.0000 1,480.00 0.000 0.00 SF) 60 DELINEATOR (CLASS 1) EA 55.0000 2,970.00 0.000 0.00 61 METAL BEAM GUARD RAILING (WOOD POST) M 135.0000 29,700.00 0.000 0.00 S) 62 CABLE RAILING M 70.0000 8,400.00 0.000 0.00 S) 63 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 2,400.00 0.000 0.00 S) 64 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0.00 S) 65 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 690.00 0.000 0.00 S) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,250.00 0.000 0.00 S) 67 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 600.00 0.000 0.00 S) 68 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 312.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 69 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 900.00 0.000 0.00 S) 70 MODIFY INTERCONNECTION CONDUIT AND LS 5,000.0000 5,000.00 0.900 4,500.00 S) CONDUCTOR 71 MODIFY COMMUNICATION SYSTEM LS 55,000.0000 55,000.00 0.400 22,000.00 0.800 44,000.00 S) (LOCATION 1) 72 MODIFY COMMUNICATION SYSTEM LS 17,000.0000 17,000.00 0.400 6,800.00 0.800 13,600.00 S) (LOCATION 2) 73 MODIFY RAMP METERING SYSTEM LS 30,000.0000 30,000.00 0.700 21,000.00 S) (LOCATION 1) 74 MODIFY RAMP METERING SYSTEM LS 30,000.0000 30,000.00 0.650 19,500.00 S) (LOCATION 2) 75 MODIFY RAMP METERING SYSTEM LS 56,000.0000 56,000.00 0.500 28,000.00 S) (LOCATION 3) 76 MODIFY LIGHTING (LOCATION 1) LS 21,000.0000 21,000.00 0.500 10,500.00 S) PROGRAM CAS145 PAGE 4 DATE 02/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-099424 TIME 01:29 PM ESTIMATE NO. 03 BID OPENING 09/15/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/06 R.E. NAME: PHAM, DAT DATE OF THIS ESTIMATE 02/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MODIFY LIGHTING (LOCATION 2) LS 37,000.0000 37,000.00 0.500 18,500.00 S) 78 MODIFY LIGHTING (LOCATION 3) LS 4,000.0000 4,000.00 0.700 2,800.00 S) PROGRAM CAS145 PAGE 5 DATE 02/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-099424 TIME 01:29 PM ESTIMATE NO. 03 BID OPENING 09/15/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/06 R.E. NAME: PHAM, DAT DATE OF THIS ESTIMATE 02/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 64,999.80 552,296.23 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 42,230.17 42,230.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 107,229.97 594,526.40 79 MOBILIZATION LS 140,000.0000 140,000.00 0.950 133,000.00 ORIGINAL CONTRACT AMOUNT 1,834,322.58 TOTAL WORK COMPLETED 107,229.97 727,526.40 MATERIALS ON HAND ON SITE 12,323.40 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 107,229.97 739,849.80 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 11/03/05 205 11/21/05 11/18/05 09/15/06 60 3 0 0 38% 52% PROGRESS IS SATISFACTORY PHAM, DAT RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 02/23/06