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 04/25/07 EST. NO.03 TIME 09:55 AM R.E. NAME: YUEN, MICHAEL 08-0J1024 --------------------------------------------------------------------------- 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 04/25/07 EST. NO.03 TIME 09:55 AM R.E. NAME: YUEN, MICHAEL 08-0J1024 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J1024 TIME 09:55 AM ESTIMATE NO. 03 BID OPENING 01/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 04/25/07 LOCATION RERUN PROGRESS ESTIMATE 08-SBD-40-R80.4/R97.6 ----------------------- YEAGER SKANSKA INC IN SAN BERNARDINO COUNTY FROM 1995 AGUA MANSA ROAD MARBLE WASH BRIDGE TO MUSTANG WASH RIVERSIDE CA 925092405 BRIDGE FED. AID NO. ACIM-040 -2(53)80E,ACBR-040 -2(53)80E,IM-040 -2(53)80E REPLACE BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD LS 100,000.0000 100,000.00 0.410 41,000.00 0.615 61,500.00 03 CONSTRUCTION SITE MANAGEMENT LS 8,000.0000 8,000.00 0.310 2,480.00 0.610 4,880.00 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.240 1,200.00 0.740 3,700.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL M 12.0000 2,880.00 40.000 480.00 240.000 2,880.00 06 TEMPORARY SILT FENCE M 7.0000 10,010.00 230.000 1,610.00 1,430.000 10,010.00 07 TEMPORARY GRAVEL BAG BERM M 12.0000 6,840.00 200.000 2,400.00 570.000 6,840.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 36,000.00 1.000 6,000.00 6.000 36,000.00 09 TEMPORARY COVER M2 13.0000 1,300.00 712.000 9,256.00 10 STREET SWEEPING LS 30,000.0000 30,000.00 0.370 11,100.00 0.610 18,300.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.500 2,500.00 0.850 4,250.00 12 REMOVE METAL BEAM GUARD RAILING M 40.0000 20,800.00 73.000 2,920.00 520.000 20,800.00 S) 13 REMOVE ASPHALT CONCRETE DIKE M 4.0000 440.00 18.000 72.00 110.000 440.00 14 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 885.0000 1,770.00 2.000 1,770.00 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 19,325.00 8,956.600 22,391.50 15,716.600 39,291.50 S) 16 BRIDGE REMOVAL, LOCATION A LS 133,000.0000 133,000.00 1.000 133,000.00 1.000 133,000.00 17 BRIDGE REMOVAL, LOCATION B LS 160,000.0000 160,000.00 1.000 160,000.00 18 BRIDGE REMOVAL, LOCATION C LS 197,000.0000 197,000.00 1.000 197,000.00 19 BRIDGE REMOVAL, LOCATION D LS 120,000.0000 120,000.00 1.000 120,000.00 20 BRIDGE REMOVAL, LOCATION E LS 133,000.0000 133,000.00 1.000 133,000.00 21 BRIDGE REMOVAL, LOCATION F LS 123,000.0000 123,000.00 1.000 123,000.00 22 CLEARING AND GRUBBING LS 13,000.0000 13,000.00 1.000 13,000.00 PROGRAM CAS145 PAGE 2 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J1024 TIME 09:55 AM ESTIMATE NO. 03 BID OPENING 01/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 DEVELOP WATER SUPPLY LS 7,500.0000 7,500.00 1.000 7,500.00 24 STRUCTURE EXCAVATION (BRIDGE) M3 34.0000 51,850.00 381.000 12,954.00 1,525.000 51,850.00 F) 25 STRUCTURE BACKFILL (BRIDGE) M3 79.0000 75,129.00 420.000 33,180.00 951.000 75,129.00 F) 26 IMPORTED MATERIAL (SHOULDER BACKING) TONN 40.0000 6,000.00 0.000 0.00 27 EROSION CONTROL M2 0.9000 117,000.00 0.000 0.00 S) (TYPE POLYMER STABILIZED FIBER MATRIX) 28 ASPHALT CONCRETE (TYPE C) TONN 160.0000 414,400.00 0.000 0.00 29 ASPHALT CONCRETE (OPEN GRADED) TONN 220.0000 110,000.00 0.000 0.00 30 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 195.0000 4,290.00 0.000 0.00 AREA) 31 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 13.0000 1,170.00 0.000 0.00 32 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 600.00 0.000 0.00 33 SHOULDER RUMBLE STRIP STA 70.0000 1,260.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 34 CONCRETE PAVEMENT M3 693.0000 103,950.00 100.000 69,300.00 100.000 69,300.00 35 SEAL PAVEMENT JOINT M 62.0000 9,300.00 0.000 0.00 36 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 490.0000 123,970.00 253.000 123,970.00 F) 37 STRUCTURAL CONCRETE, BRIDGE M3 1,050.0000 1,435,350.00 877.910 921,805.50 1,367.000 1,435,350.00 F) 38 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 386,100.00 70.000 63,000.00 70.000 63,000.00 F) (TYPE N) 39 FURNISH PRECAST CONCRETE ABUTMENT EA 30,000.0000 60,000.00 2.000 60,000.00 2.000 60,000.00 S) 40 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 636,000.00 27.000 324,000.00 53.000 636,000.00 S) GIRDER (15 M - 20 M) 41 FURNISH PRECAST PRESTRESSED CONCRETE EA 27,000.0000 135,000.00 5.000 135,000.00 5.000 135,000.00 S) BULB-TEE GIRDER (25 M-30 M) 42 FURNISH PRECAST PRESTRESSED CONCRETE EA 30,000.0000 300,000.00 10.000 300,000.00 10.000 300,000.00 S) BULB-TEE GIRDER (30 M-35 M) 43 ERECT PRECAST PRESTRESSED CONCRETE EA 2,500.0000 170,000.00 42.000 105,000.00 68.000 170,000.00 GIRDER 44 ERECT PRECAST CONCRETE ABUTMENT EA 3,900.0000 7,800.00 2.000 7,800.00 2.000 7,800.00 45 JOINT SEAL (MR 30 MM) M 126.0000 3,402.00 0.000 0.00 S) (TYPE A SILICONE ONLY) 46 JOINT SEAL (MR 30 MM) M 117.0000 3,627.00 0.000 0.00 S) 47 JOINT SEAL (MR 15 MM) M 76.0000 8,436.00 0.000 0.00 S) 48 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 453,625.00 81,948.000 204,870.00 181,450.000 453,625.00 SF) 49 HEADED BAR REINFORCEMENT EA 75.0000 15,000.00 200.000 15,000.00 S) PROGRAM CAS145 PAGE 3 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J1024 TIME 09:55 AM ESTIMATE NO. 03 BID OPENING 01/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE AND REPLACE ROCK SLOPE PROTECTION M3 27.0000 74,790.00 300.000 8,100.00 2,610.000 70,470.00 51 ROCK SLOPE PROTECTION FABRIC M2 2.0000 6,320.00 253.000 506.00 3,160.000 6,320.00 52 MINOR CONCRETE (MISCELLANEOUS M3 200.0000 32,000.00 134.000 26,800.00 134.000 26,800.00 CONSTRUCTION) 53 METAL BEAM GUARD RAILING (WOOD POST) M 105.0000 30,450.00 0.000 0.00 S) 54 TRANSITION RAILING (TYPE WB) EA 3,600.0000 43,200.00 0.000 0.00 S) 55 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 30,800.00 0.000 0.00 S) 56 CONCRETE BARRIER (TYPE 732) M 200.0000 107,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 04/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0J1024 TIME 09:55 AM ESTIMATE NO. 03 BID OPENING 01/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/07 R.E. NAME: YUEN, MICHAEL DATE OF THIS ESTIMATE 04/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,503,219.00 4,809,781.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,503,219.00 4,809,781.50 57 MOBILIZATION LS 549,000.0000 549,000.00 1.000 549,000.00 ORIGINAL CONTRACT AMOUNT 6,645,684.00 TOTAL WORK COMPLETED 2,503,219.00 5,358,781.50 MATERIALS ON HAND ON SITE 92,743.92 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,503,219.00 5,451,525.42 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 02/21/07 165 02/08/07 03/08/07 08/19/07 44 0 0 0 80% 27% PROGRESS IS SATISFACTORY YUEN, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/25/07