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.07 TIME 09:22 AM R.E. NAME: WANG, SIMON YEH-FU 07-166824 --------------------------------------------------------------------------- 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 05/27/09 EST. NO.07 TIME 09:22 AM R.E. NAME: WANG, SIMON YEH-FU 07-166824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SOLID WASTE JAN-09 -10,000.00 03 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION NOV 08, JAN 09 -10,000.00 06 NOV 08, JAN 09 10,000.00 07 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166824 TIME 09:22 AM ESTIMATE NO. 07 BID OPENING 07/03/08 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: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 05/27/09 LOCATION PROGRESS ESTIMATE 07-LA-10-18.3/21.6 ----------------- GRIFFITH COMPANY IN LOS ANGELES COUNTY IN LOS 12631 E.IMPERIAL HGWY,BOX2150 ANGELES AND ALHAMBRA FROM 0.3 KM SANTA FE SPRINGS, CA 90670 EAST OF STATE STREET OVERCROSSING TO 0.2 KM EAST OF ROUTE 10/710 SEPARATION FED. AID NO. N O N E REPLACE EXISTING HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 02 TIME-RELATED OVERHEAD WDAY 1,700.0000 340,000.00 15.000 25,500.00 91.000 154,700.00 03 CONSTRUCTION SITE MANAGEMENT LS 8,500.0000 8,500.00 0.075 637.50 0.580 4,930.00 04 PREPARE STORM WATER POLLUTION LS 2,700.0000 2,700.00 1.000 2,700.00 S) PREVENTION PLAN 05 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 5,000.00 0.750 375.00 4.000 2,000.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 19,250.00 8.250 1,443.75 41.250 7,218.75 07 STREET SWEEPING LS 75,000.0000 75,000.00 0.075 5,625.00 0.375 28,125.00 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 200,000.0000 200,000.00 0.075 15,000.00 0.375 75,000.00 09 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.020 200.00 0.831 8,310.00 S) 10 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.075 11,250.00 0.375 56,250.00 S) 11 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.1000 10,340.00 9,144.000 10,058.40 S) STRIPE 12 REMOVE PIPE M 190.0000 38,000.00 0.000 0.00 13 ROADWAY EXCAVATION M3 37.0000 1,657,600.00 3,488.000 129,056.00 19,951.600 738,209.20 14 LEAD COMPLIANCE PLAN LS 8,250.0000 8,250.00 1.000 8,250.00 S) 15 AGGREGATE BASE (APPROACH SLAB) M3 1,100.0000 57,200.00 48.810 53,691.00 16 CLASS 3 AGGREGATE BASE M3 32.0000 476,800.00 1,154.000 36,928.00 6,599.660 211,189.12 17 LEAN CONCRETE BASE (RAPID SETTING) M3 260.0000 2,704,000.00 805.000 209,300.00 4,605.390 1,197,401.40 18 CONCRETE PAVEMENT M3 387.0000 7,623,900.00 1,530.000 592,110.00 8,827.900 3,416,397.30 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 10.2500 275,725.00 0.000 0.00 20 SEAL LONGITUDINAL ISOLATION JOINT M 14.5000 4,785.00 0.000 0.00 21 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,290.0000 674,670.00 202.350 261,031.50 (TYPE R) 22 MINOR CONCRETE (MINOR STRUCTURE) M3 2,550.0000 109,650.00 12.160 31,008.00 15.320 39,066.00 F) PROGRAM CAS145 PAGE 2 DATE 05/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166824 TIME 09:22 AM ESTIMATE NO. 07 BID OPENING 07/03/08 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: WANG, SIMON YEH-FU 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 PAVING NOTCH EXTENSION M3 1,700.0000 11,900.00 0.700 1,190.00 24 CLEAN EXPANSION JOINT M 55.0000 3,630.00 0.000 0.00 25 JOINT SEAL (MR 30 MM) M 167.0000 16,032.00 50.000 8,350.00 S) 26 JOINT SEAL (MR 15 MM) M 83.0000 13,446.00 0.000 0.00 S) 27 450 MM REINFORCED CONCRETE PIPE M 890.0000 12,460.00 0.000 0.00 28 450 MM CORRUGATED STEEL PIPE M 475.0000 46,550.00 21.100 10,022.50 (2.01 MM THICK) 29 450 MM SLOTTED CORRUGATED STEEL PIPE M 415.0000 668,150.00 454.200 188,493.00 491.900 204,138.50 (2.01 MM THICK) 30 300 MM PERFORATED STEEL PIPE UNDERDRAIN M 295.0000 32,450.00 0.000 0.00 (2.01 MM THICK) 31 MISCELLANEOUS IRON AND STEEL KG 4.0000 41,776.00 1,000.000 4,000.00 2,000.000 8,000.00 SF) 32 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 26,250.00 0.000 0.00 S) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 21,120.00 0.000 0.00 S) 34 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 7,975.00 0.000 0.00 S) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 110.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 36 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 5,687.50 0.000 0.00 S) 37 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 0.075 412.50 0.375 2,062.50 S) SYSTEM ELEMENTS DURING CONSTRUCTION 38 INDUCTIVE LOOP DETECTOR EA 550.0000 8,800.00 0.000 0.00 S) (REPLACEMENT) PROGRAM CAS145 PAGE 3 DATE 05/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166824 TIME 09:22 AM ESTIMATE NO. 07 BID OPENING 07/03/08 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: WANG, SIMON YEH-FU 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 1,251,338.75 6,510,791.17 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,251,338.75 6,510,791.17 39 MOBILIZATION LS 50,000.0000 50,000.00 0.950 47,500.00 ORIGINAL CONTRACT AMOUNT 15,433,206.50 TOTAL WORK COMPLETED 1,251,338.75 6,558,291.17 MATERIALS ON HAND ON SITE 420,886.04 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 1,261,338.75 6,969,177.21 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 08/06/08 200 11/07/08 08/21/08 11/06/09 91 89 0 13 42% 39% PROGRESS IS SATISFACTORY WANG, SIMON YEH-FU RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 05/27/09