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 05/23/06 EST. NO.09 TIME 10:41 AM R.E. NAME: YII, JAMES 12-0F5304 --------------------------------------------------------------------------- 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 0008 677.13 E.W. @ F.A.(+) 032706 N P8 0 0009 1,730.26 040706 N P9 0 0010 182.84 031006 N P10 0 003 0011 893.66 E.W. @ F.A.(+) 020706 N P11 0 0012 680.17 022106 N P12 0 4,164.06 TOTAL THIS ESTIMATE 12,880.51 TOTAL PREVIOUS ESTIMATE 17,044.57 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 05/23/06 EST. NO.09 TIME 10:41 AM R.E. NAME: YII, JAMES 12-0F5304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING CPR -10,000.00 02 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F5304 TIME 10:41 AM ESTIMATE NO. 09 BID OPENING 06/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/23/06 LOCATION PROGRESS ESTIMATE 12-ORA-405-12.5/12.7 ----------------- PETERSON-CHASE GENERAL IN ORANGE COUNTY IN COSTA MESA AND ENGINEERING CONST., INC. FOUNTAIN VALLEY FROM NORTH OF SANTA 1792 KAISER AVENUE ANA RIVER BRIDGE TO 0.7 KM SOUTH IRVINE, CA 92614 OF WARD STREET OVERCROSSING FED. AID NO. ACIM-405 -2(924)105,ACIM-405 -2(924)E WIDEN AND MODIFY RAMP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.050 125.00 1.000 2,500.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.700 3,500.00 03 CONSTRUCTION AREA SIGNS LS 1,600.0000 1,600.00 0.800 1,280.00 S) 04 TRAFFIC CONTROL SYSTEM LS 55,000.0000 55,000.00 0.200 11,000.00 0.900 49,500.00 S) 05 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8000 3,752.00 2,120.000 1,696.00 06 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 400.00 10.000 400.00 07 TEMPORARY PAVEMENT MARKER EA 4.0000 1,264.00 488.000 1,952.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,500.0000 6,500.00 0.500 3,250.00 0.750 4,875.00 S) 09 TEMPORARY RAILING (TYPE K) M 35.0000 39,200.00 906.000 31,710.00 10 TEMPORARY CRASH CUSHION MODULE EA 150.0000 12,450.00 43.000 6,450.00 11 REMOVE METAL BEAM GUARD RAILING M 40.0000 2,600.00 110.000 4,400.00 12 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.1000 825.00 750.000 825.00 750.000 825.00 STRIPE 13 REMOVE PAINTED TRAFFIC STRIPE M 1.2000 1,188.00 750.000 900.00 750.000 900.00 14 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 1,344.00 890.000 1,068.00 1,365.200 1,638.24 15 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 1,000.00 50.000 1,000.00 50.000 1,000.00 16 REMOVE PAVEMENT MARKER EA 1.0000 771.00 560.000 560.00 1,088.000 1,088.00 17 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,350.00 9.000 1,350.00 9.000 1,350.00 18 REMOVE ROADSIDE SIGN PANEL EA 100.0000 100.00 1.000 100.00 1.000 100.00 19 REMOVE PIPE M 150.0000 600.00 4.000 600.00 20 REMOVE INLET EA 500.0000 1,000.00 1.000 500.00 2.000 1,000.00 21 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400.00 22 REMOVE DELINEATOR EA 15.0000 465.00 31.000 465.00 PROGRAM CAS145 PAGE 2 DATE 05/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F5304 TIME 10:41 AM ESTIMATE NO. 09 BID OPENING 06/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CONCRETE CURB M 15.0000 4,500.00 290.000 4,350.00 24 REMOVE CONCRETE (CHANNEL) M 250.0000 2,250.00 9.000 2,250.00 25 REMOVE CONCRETE (MISCELLANEOUS) M3 230.0000 3,565.00 15.500 3,565.00 26 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.100 1,000.00 1.000 10,000.00 27 ROADWAY EXCAVATION M3 44.0000 102,960.00 189.930 8,356.92 2,339.970 102,958.68 28 ROADWAY EXCAVATION (TYPE Y) M3 26.0000 66,300.00 1,924.460 50,035.96 (AERIALLY DEPOSITED LEAD) 29 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.050 250.00 1.000 5,000.00 30 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.0000 18,200.00 520.000 18,200.00 31 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 20,000.00 232.000 11,600.00 32 PERVIOUS BACKFILL MATERIAL (RETAINING M3 300.0000 2,820.00 9.400 2,820.00 F) WALL) 33 IMPORTED BORROW M3 62.0000 14,880.00 263.000 16,306.00 34 HIGHWAY PLANTING LS 14,000.0000 14,000.00 0.750 10,500.00 0.750 10,500.00 S) 35 TRANSPLANT TREE EA 2,900.0000 11,600.00 4.000 11,600.00 4.000 11,600.00 S) 36 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.020 160.00 0.020 160.00 S) 37 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,000.0000 3,000.00 0.100 300.00 0.900 2,700.00 S) 38 IRRIGATION SYSTEM LS 23,100.0000 23,100.00 0.050 1,155.00 0.950 21,945.00 S) 39 EXTEND 150 MM CONDUIT M 460.0000 5,520.00 12.720 5,851.20 S) 40 CLASS 2 AGGREGATE SUBBASE M3 70.0000 55,300.00 756.110 52,927.70 41 ASPHALT CONCRETE (TYPE A) TONN 70.0000 84,700.00 67.930 4,755.10 1,224.380 85,706.60 42 ASPHALT CONCRETE BASE (TYPE A) TONN 70.0000 114,800.00 55.980 3,918.60 1,620.830 113,458.10 43 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 105.0000 52,500.00 511.150 53,670.75 44 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 90.0000 64,800.00 773.570 69,621.30 773.570 69,621.30 45 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 57.0000 15,960.00 280.000 15,960.00 280.000 15,960.00 AREA) 46 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 32.0000 608.00 47.500 1,520.00 47.500 1,520.00 47 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 27.0000 4,860.00 153.000 4,131.00 153.000 4,131.00 48 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 40.0000 320.00 8.000 320.00 8.000 320.00 49 FURNISH PILING (CLASS 400) M 57.0000 35,454.00 622.000 35,454.00 PROGRAM CAS145 PAGE 3 DATE 05/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F5304 TIME 10:41 AM ESTIMATE NO. 09 BID OPENING 06/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DRIVE PILE (CLASS 400) EA 2,445.0000 95,355.00 39.000 95,355.00 S) 51 CLASS 1 CONCRETE (RETAINING WALL) M3 780.0000 103,740.00 133.000 103,740.00 SF) 52 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 5,700.00 5.500 8,250.00 F) 53 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 23,928.00 5,982.000 23,928.00 SF) 54 ROADSIDE SIGN - ONE POST EA 350.0000 2,450.00 7.000 2,450.00 55 ROADSIDE SIGN - TWO POST EA 600.0000 1,200.00 0.000 0.00 56 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 1,200.00 4.000 1,200.00 4.000 1,200.00 METHOD) 57 INSTALL ROADSIDE SIGN PANEL ON EA 500.0000 500.00 0.000 0.00 EXISTING POST 58 600 MM REINFORCED CONCRETE PIPE M 250.0000 2,750.00 11.000 2,750.00 59 600 MM CONCRETE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000.00 60 MINOR CONCRETE (CURB) M3 95.0000 3,610.00 40.840 3,879.80 61 MINOR CONCRETE (ISLAND PAVING) M3 600.0000 7,200.00 12.700 7,620.00 62 MISCELLANEOUS IRON AND STEEL KG 10.0000 2,960.00 296.000 2,960.00 296.000 2,960.00 F) 63 DELINEATOR (CLASS 1) EA 75.0000 2,325.00 31.000 2,325.00 31.000 2,325.00 64 METAL BEAM GUARD RAILING M 90.0000 9,360.00 15.400 1,386.00 107.000 9,630.00 S) 65 TERMINAL SECTION (TYPE B) EA 600.0000 600.00 1.000 600.00 S) 66 TERMINAL SECTION (TYPE C) EA 600.0000 1,800.00 0.000 0.00 S) 67 TERMINAL SYSTEM (TYPE ET) EA 4,100.0000 4,100.00 1.000 4,100.00 2.000 8,200.00 S) 68 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 2,000.0000 4,000.00 2.000 4,000.00 S) 69 CRASH CUSHION, SAND FILLED EA 375.0000 8,250.00 22.000 8,250.00 S) 70 CONCRETE BARRIER (TYPE 736A) M 400.0000 28,000.00 70.000 28,000.00 71 CONCRETE BARRIER (TYPE 736B) M 520.0000 18,720.00 36.000 18,720.00 72 THERMOPLASTIC PAVEMENT MARKING M2 48.0000 2,400.00 40.000 1,920.00 40.000 1,920.00 S) 73 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 1,518.00 1,586.000 1,744.60 1,586.000 1,744.60 S) 74 200 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 200.00 142.000 710.00 142.000 710.00 S) 75 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 1,122.00 1,216.000 1,337.60 1,216.000 1,337.60 S) (BROKEN 10.98 M - 3.66 M) 76 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 100.00 265.000 331.25 265.000 331.25 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 4 DATE 05/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F5304 TIME 10:41 AM ESTIMATE NO. 09 BID OPENING 06/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6000 598.00 225.000 585.00 225.000 585.00 S) (BROKEN 10.98 M - 3.66 M) 78 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 1,040.00 420.000 1,680.00 420.000 1,680.00 S) 79 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 1,100.00 191.000 955.00 191.000 955.00 S) 80 MODIFY RAMP METERING SYSTEM LS 72,000.0000 72,000.00 0.100 7,200.00 1.000 72,000.00 S) 81 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.700 7,000.00 1.000 10,000.00 S) 82 MODIFY LIGHTING LS 42,000.0000 42,000.00 0.200 8,400.00 1.000 42,000.00 S) PROGRAM CAS145 PAGE 5 DATE 05/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F5304 TIME 10:41 AM ESTIMATE NO. 09 BID OPENING 06/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 198,060.37 1,298,361.78 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 4,164.06 17,044.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 202,224.43 1,315,406.35 83 MOBILIZATION LS 136,000.0000 136,000.00 1.000 136,000.00 ORIGINAL CONTRACT AMOUNT 1,483,132.00 TOTAL WORK COMPLETED 202,224.43 1,451,406.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 202,224.43 1,441,406.35 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 07/11/05 415 08/15/05 08/15/05 04/23/07 174 13 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY YII, JAMES RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 05/23/06