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 09/22/05 EST. NO.01 TIME 10:55 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/22/05 EST. NO.01 TIME 10:55 AM R.E. NAME: YII, JAMES 12-0F5304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F5304 TIME 10:55 AM ESTIMATE NO. 01 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 09/20/05 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/22/05 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 0.950 2,375.00 0.950 2,375.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250.00 03 CONSTRUCTION AREA SIGNS LS 1,600.0000 1,600.00 0.800 1,280.00 0.800 1,280.00 S) 04 TRAFFIC CONTROL SYSTEM LS 55,000.0000 55,000.00 0.100 5,500.00 0.100 5,500.00 S) 05 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8000 3,752.00 836.000 668.80 836.000 668.80 06 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 400.00 10.000 400.00 10.000 400.00 07 TEMPORARY PAVEMENT MARKER EA 4.0000 1,264.00 488.000 1,952.00 488.000 1,952.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,500.0000 6,500.00 0.250 1,625.00 0.250 1,625.00 S) 09 TEMPORARY RAILING (TYPE K) M 35.0000 39,200.00 455.000 15,925.00 455.000 15,925.00 10 TEMPORARY CRASH CUSHION MODULE EA 150.0000 12,450.00 22.000 3,300.00 22.000 3,300.00 11 REMOVE METAL BEAM GUARD RAILING M 40.0000 2,600.00 30.000 1,200.00 30.000 1,200.00 12 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.1000 825.00 0.000 0.00 STRIPE 13 REMOVE PAINTED TRAFFIC STRIPE M 1.2000 1,188.00 0.000 0.00 14 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 1,344.00 298.000 357.60 298.000 357.60 15 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 1,000.00 0.000 0.00 16 REMOVE PAVEMENT MARKER EA 1.0000 771.00 468.000 468.00 468.000 468.00 17 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 1,350.00 0.000 0.00 18 REMOVE ROADSIDE SIGN PANEL EA 100.0000 100.00 0.000 0.00 19 REMOVE PIPE M 150.0000 600.00 4.000 600.00 4.000 600.00 20 REMOVE INLET EA 500.0000 1,000.00 1.000 500.00 1.000 500.00 21 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400.00 2.000 2,400.00 22 REMOVE DELINEATOR EA 15.0000 465.00 31.000 465.00 31.000 465.00 PROGRAM CAS145 PAGE 2 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F5304 TIME 10:55 AM ESTIMATE NO. 01 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 09/20/05 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.00 115.000 1,725.00 115.000 1,725.00 24 REMOVE CONCRETE (CHANNEL) M 250.0000 2,250.00 9.000 2,250.00 9.000 2,250.00 25 REMOVE CONCRETE (MISCELLANEOUS) M3 230.0000 3,565.00 0.000 0.00 26 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.900 9,000.00 0.900 9,000.00 27 ROADWAY EXCAVATION M3 44.0000 102,960.00 154.800 6,811.20 154.800 6,811.20 28 ROADWAY EXCAVATION (TYPE Y) M3 26.0000 66,300.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 29 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.950 4,750.00 0.950 4,750.00 30 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.0000 18,200.00 0.000 0.00 31 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 20,000.00 0.000 0.00 32 PERVIOUS BACKFILL MATERIAL (RETAINING M3 300.0000 2,820.00 0.000 0.00 F) WALL) 33 IMPORTED BORROW M3 62.0000 14,880.00 263.000 16,306.00 263.000 16,306.00 34 HIGHWAY PLANTING LS 14,000.0000 14,000.00 0.000 0.00 S) 35 TRANSPLANT TREE EA 2,900.0000 11,600.00 0.000 0.00 S) 36 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0.00 S) 37 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,000.0000 3,000.00 0.020 60.00 0.020 60.00 S) 38 IRRIGATION SYSTEM LS 23,100.0000 23,100.00 0.000 0.00 S) 39 EXTEND 150 MM CONDUIT M 460.0000 5,520.00 0.000 0.00 S) 40 CLASS 2 AGGREGATE SUBBASE M3 70.0000 55,300.00 126.750 8,872.50 126.750 8,872.50 41 ASPHALT CONCRETE (TYPE A) TONN 70.0000 84,700.00 126.750 8,872.50 126.750 8,872.50 42 ASPHALT CONCRETE BASE (TYPE A) TONN 70.0000 114,800.00 0.000 0.00 43 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 105.0000 52,500.00 0.000 0.00 44 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 90.0000 64,800.00 0.000 0.00 45 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 57.0000 15,960.00 0.000 0.00 AREA) 46 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 32.0000 608.00 0.000 0.00 47 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 27.0000 4,860.00 0.000 0.00 48 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 40.0000 320.00 0.000 0.00 49 FURNISH PILING (CLASS 400) M 57.0000 35,454.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F5304 TIME 10:55 AM ESTIMATE NO. 01 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 09/20/05 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 51 CLASS 1 CONCRETE (RETAINING WALL) M3 780.0000 103,740.00 0.000 0.00 SF) 52 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 5,700.00 0.000 0.00 F) 53 BAR REINFORCING STEEL (RETAINING WALL) KG 4.0000 23,928.00 0.000 0.00 SF) 54 ROADSIDE SIGN - ONE POST EA 350.0000 2,450.00 0.000 0.00 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 0.000 0.00 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 11.000 2,750.00 59 600 MM CONCRETE FLARED END SECTION EA 500.0000 1,000.00 0.000 0.00 60 MINOR CONCRETE (CURB) M3 95.0000 3,610.00 0.000 0.00 61 MINOR CONCRETE (ISLAND PAVING) M3 600.0000 7,200.00 0.000 0.00 62 MISCELLANEOUS IRON AND STEEL KG 10.0000 2,960.00 0.000 0.00 F) 63 DELINEATOR (CLASS 1) EA 75.0000 2,325.00 0.000 0.00 64 METAL BEAM GUARD RAILING M 90.0000 9,360.00 0.000 0.00 S) 65 TERMINAL SECTION (TYPE B) EA 600.0000 600.00 0.000 0.00 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 0.000 0.00 S) 68 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 2,000.0000 4,000.00 0.000 0.00 S) 69 CRASH CUSHION, SAND FILLED EA 375.0000 8,250.00 0.000 0.00 S) 70 CONCRETE BARRIER (TYPE 736A) M 400.0000 28,000.00 0.000 0.00 71 CONCRETE BARRIER (TYPE 736B) M 520.0000 18,720.00 0.000 0.00 72 THERMOPLASTIC PAVEMENT MARKING M2 48.0000 2,400.00 0.000 0.00 S) 73 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 1,518.00 0.000 0.00 S) 74 200 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 200.00 0.000 0.00 S) 75 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 1,122.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 76 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 100.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 4 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F5304 TIME 10:55 AM ESTIMATE NO. 01 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 09/20/05 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 78 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 1,040.00 0.000 0.00 S) 79 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 1,100.00 0.000 0.00 S) 80 MODIFY RAMP METERING SYSTEM LS 72,000.0000 72,000.00 0.050 3,600.00 0.050 3,600.00 S) 81 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) 82 MODIFY LIGHTING LS 42,000.0000 42,000.00 0.050 2,100.00 0.050 2,100.00 S) PROGRAM CAS145 PAGE 5 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F5304 TIME 10:55 AM ESTIMATE NO. 01 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 09/20/05 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 107,363.60 107,363.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 107,363.60 107,363.60 83 MOBILIZATION LS 136,000.0000 136,000.00 0.500 68,000.00 0.500 68,000.00 ORIGINAL CONTRACT AMOUNT 1,483,132.00 TOTAL WORK COMPLETED 175,363.60 175,363.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 175,363.60 175,363.60 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 04/17/07 25 0 0 0 12% 15% PROGRESS IS SATISFACTORY YII, JAMES RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 09/22/05