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 05/27/09 EST. NO.13 TIME 07:33 AM R.E. NAME: CHOU, MICHAEL 07-231204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0008 447.43 E.W. @ F.A.(+) 050809 N 000080 447.43 TOTAL THIS ESTIMATE 50,137.98 TOTAL PREVIOUS ESTIMATE 50,585.41 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 05/27/09 EST. NO.13 TIME 07:33 AM R.E. NAME: CHOU, MICHAEL 07-231204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 001 -500.00 02 OVERBID ITEM NO. 001 -500.00 04 OVERBID ITEM NO. 001 -500.00 07 OVERBID ITEM NO. 063 -25,624.55 02 OVERBID ITEM NO. 063 -23,062.09 03 OVERBID ITEM NO. 063 -2,562.46 04 0.00 -52,749.10 TOTAL DEDUCTIONS 0.00 -52,749.10 PROGRAM CAS145 PAGE 1 DATE 05/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-231204 TIME 07:33 AM ESTIMATE NO. 13 BID OPENING 11/01/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/27/09 LOCATION PROGRESS ESTIMATE 07-LA-39-R30.6/R30.6 ----------------- J. MCLAUGHLIN ENGINEERING CO. IN LOS ANGELES COUNTY NEAR FALLING 10641 FULTON CT SPRINGS AT NORTH FORK SAN GABRIEL RANCHO CUCAMONGA, CA 91730 RIVER BRIDGE FED. AID NO. ACST-P039(20)E ,P-P039(20)E REPLACE BRIDGE FOUNDATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,500.0000 5,500.00 0.750 4,125.00 02 TEMPORARY FENCE (TYPE ESA) M 15.0000 11,700.00 814.420 12,216.30 03 TEMPORARY SUPPORT LS 25,000.0000 25,000.00 0.500 12,500.00 1.000 25,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 0.030 1,050.00 0.980 34,300.00 05 HEALTH AND SAFETY PLAN LS 3,500.0000 3,500.00 0.200 700.00 1.000 3,500.00 06 PREPARE STORM WATER POLLUTION LS 6,000.0000 6,000.00 1.000 6,000.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 30.0000 8,400.00 151.510 4,545.30 08 TEMPORARY SILT FENCE M 22.0000 12,540.00 500.280 11,006.16 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,800.0000 2,800.00 1.000 2,800.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 6,000.00 2.000 3,000.00 11 TEMPORARY CHECK DAM M 300.0000 6,000.00 20.000 6,000.00 12 MOVE-IN/MOVE-OUT EA 1,700.0000 3,400.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 1,800.0000 5,400.00 3.000 5,400.00 14 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.700 7,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 0.950 38,000.00 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.5000 10,800.00 1,000.210 4,500.95 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,260.00 36.000 1,260.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 1,350.0000 1,350.00 0.500 675.00 0.500 675.00 S) 19 TEMPORARY RAILING (TYPE K) M 70.0000 24,500.00 12.200 854.00 342.200 23,954.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 300.0000 16,800.00 56.000 16,800.00 S) 21 REMOVE METAL BEAM GUARD RAILING M 37.0000 2,960.00 80.000 2,960.00 S) 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.5000 2,100.00 0.000 0.00 S) STRIPE PROGRAM CAS145 PAGE 2 DATE 05/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-231204 TIME 07:33 AM ESTIMATE NO. 13 BID OPENING 11/01/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.2500 1,350.00 0.000 0.00 S) 24 REMOVE ASPHALT CONCRETE DIKE M 12.5000 350.00 41.000 512.50 25 CLEAN BRIDGE DECK M2 7.0000 4,914.00 0.000 0.00 26 BRIDGE REMOVAL (PORTION) LS 28,000.0000 28,000.00 1.000 28,000.00 27 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 28 ROADWAY EXCAVATION M3 34.0000 61,200.00 1,968.750 66,937.50 29 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.500 2,000.00 1.000 4,000.00 30 STRUCTURE EXCAVATION (BRIDGE) M3 500.0000 4,000.00 8.000 4,000.00 F) 31 STRUCTURE BACKFILL (BRIDGE) M3 1,000.0000 4,000.00 0.000 0.00 F) 32 HIGHWAY PLANTING LS 22,250.0000 22,250.00 0.000 0.00 S) 33 EROSION CONTROL (BLANKET) M2 15.0000 315.00 0.000 0.00 S) 34 EROSION CONTROL (TYPE D) M2 3.0000 14,610.00 0.000 0.00 S) 35 CUTTINGS (PLANT GROUP Y) EA 9.0000 531.00 99.000 891.00 99.000 891.00 S) 36 TRANSPLANT YUCCA EA 80.0000 1,600.00 12.500 1,000.00 S) 37 WILLOW WATTLES M 45.0000 1,350.00 0.000 0.00 S) 38 PLANT ESTABLISHMENT WORK LS 69,000.0000 69,000.00 0.000 0.00 S) 39 ASPHALT CONCRETE (TYPE B) TONN 500.0000 5,000.00 12.720 6,360.00 40 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 350.0000 5,950.00 30.600 10,710.00 AREA) 41 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 50.0000 1,000.00 37.000 1,850.00 42 2.0 M CAST-IN-DRILLED-HOLE CONCRETE M 30,100.0000 481,600.00 17.860 537,586.00 S) PILING (ROCK SOCKET) 43 2.2 M CAST-IN-DRILLED-HOLE CONCRETE M 15,000.0000 205,500.00 16.440 246,600.00 S) PILING 44 2.2 M PERMANENT STEEL CASING M 5,300.0000 93,810.00 16.810 89,093.00 S) 45 STRUCTURAL CONCRETE, BRIDGE M3 1,400.0000 301,000.00 1.250 1,750.00 180.552 252,772.80 F) 46 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 15,400.00 8.820 12,348.00 47 DRILL AND BOND DOWEL M 250.0000 32,500.00 4.560 1,140.00 130.000 32,500.00 48 CLEAN EXPANSION JOINT M 50.0000 500.00 0.000 0.00 49 REFINISH BRIDGE PIER CAP LS 12,000.0000 12,000.00 1.000 12,000.00 PROGRAM CAS145 PAGE 3 DATE 05/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-231204 TIME 07:33 AM ESTIMATE NO. 13 BID OPENING 11/01/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CORE CONCRETE (101 MM - 150 MM) M 2,000.0000 2,200.00 1.100 2,200.00 S) 51 JOINT SEAL (MR 30 MM) M 175.0000 1,750.00 0.000 0.00 S) 52 BAR REINFORCING STEEL (BRIDGE) KG 2.9000 155,556.00 2,750.140 7,975.41 53,640.000 155,556.00 SF) 53 TREAT BRIDGE DECK M2 6.0000 4,212.00 0.000 0.00 F) 54 FURNISH BRIDGE DECK TREATMENT MATERIAL L 25.0000 7,975.00 0.000 0.00 55 STRUCTURAL STEEL (BRIDGE) KG 26.0000 31,226.00 1,201.000 31,226.00 1,201.000 31,226.00 SF) 56 CLEAN AND PAINT STRUCTURAL STEEL LS 22,250.0000 22,250.00 0.500 11,125.00 S) 57 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 2,000.0000 28,600.00 21.450 42,900.00 S) 58 WORK AREA MONITORING LS 8,500.0000 8,500.00 1.000 8,500.00 S) 59 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 31,380.00 2,615.000 31,380.00 SF) 60 TRANSITION RAILING (TYPE WB) EA 3,700.0000 14,800.00 4.000 14,800.00 S) 61 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 15,600.00 4.000 15,600.00 S) 62 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 720.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-231204 TIME 07:33 AM ESTIMATE NO. 13 BID OPENING 11/01/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 60,761.41 1,858,490.51 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 447.43 50,585.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 61,208.84 1,909,075.92 63 MOBILIZATION LS 275,000.0000 275,000.00 1.000 275,000.00 ORIGINAL CONTRACT AMOUNT 2,237,509.00 TOTAL WORK COMPLETED 61,208.84 2,184,075.92 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -52,749.10 TOTAL 61,208.84 2,131,326.82 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 3,500.00 5,500.00 2,000.00 063 MOBILIZATION 223,750.90 275,000.00 51,249.10 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 12/03/07 510 05/01/08 12/18/07 06/11/10 246 107 0 0 91% 95% PROGRESS IS SATISFACTORY CHOU, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 05/27/09