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 01/23/08 EST. NO.04 TIME 01:29 PM R.E. NAME: JAVAHERNESHAN, MAJID 12-0H5404 --------------------------------------------------------------------------- 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 01/23/08 EST. NO.04 TIME 01:29 PM R.E. NAME: JAVAHERNESHAN, MAJID 12-0H5404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0H5404 TIME 01:29 PM ESTIMATE NO. 04 BID OPENING 08/09/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 01/23/08 LOCATION PROGRESS ESTIMATE 12-ORA-405-13.4/13.6 ----------------- BEADOR CONSTRUCTION COMPANY IN ORANGE COUNTY IN FOUNTAIN VALLEY 26320 LESTER CIRCLE FROM 0.4 KM TO 0.8 KM SOUTH OF CORONA, CA 92883 BROOKHURST STREET OVERCROSSING FED. AID NO. N O N E RAMP WIDENING AND ADD SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ 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 1,500.0000 1,500.00 0.100 150.00 0.900 1,350.00 02 CONSTRUCTION SITE MANAGEMENT LS 6,000.0000 6,000.00 0.100 600.00 0.800 4,800.00 03 PREPARE WATER POLLUTION CONTROL LS 825.0000 825.00 0.100 82.50 1.000 825.00 PROGRAM 04 TEMPORARY EROSION CONTROL BLANKET M2 5.5000 1,100.00 100.000 550.00 140.000 770.00 05 TEMPORARY FIBER ROLL M 10.0000 2,300.00 100.000 1,000.00 215.000 2,150.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 4,000.00 1.000 4,000.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 550.00 1.000 275.00 2.000 550.00 08 STREET SWEEPING LS 25,000.0000 25,000.00 0.400 10,000.00 0.600 15,000.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,750.0000 1,750.00 0.300 525.00 0.800 1,400.00 10 CONSTRUCTION AREA SIGNS LS 3,500.0000 3,500.00 0.100 350.00 0.800 2,800.00 S) 11 TRAFFIC CONTROL SYSTEM LS 29,706.0000 29,706.00 0.200 5,941.20 0.800 23,764.80 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 41.0000 328.00 8.000 328.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,500.0000 5,500.00 0.200 1,100.00 0.800 4,400.00 S) 14 TEMPORARY RAILING (TYPE K) M 85.0000 28,900.00 335.000 28,475.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 275.0000 7,700.00 28.000 7,700.00 S) 16 TEMPORARY TRAFFIC SCREEN M 11.5000 3,910.00 335.000 3,852.50 S) 17 REMOVE PAINTED TRAFFIC STRIPE M 6.2500 1,875.00 267.000 1,668.75 18 REMOVE PAVEMENT MARKER M 5.5000 110.00 21.000 115.50 19 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 20 ROADWAY EXCAVATION M3 75.0000 45,000.00 300.000 22,500.00 540.000 40,500.00 21 STRUCTURE EXCAVATION (RETAINING WALL) M3 61.0000 11,041.00 181.000 11,041.00 F) 22 STRUCTURE BACKFILL (SLURRY CEMENT) M3 175.0000 25,200.00 0.000 0.00 F) PROGRAM CAS145 PAGE 2 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0H5404 TIME 01:29 PM ESTIMATE NO. 04 BID OPENING 08/09/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRUCTURE BACKFILL (RETAINING WALL) M3 205.0000 11,070.00 42.000 8,610.00 54.000 11,070.00 F) 24 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0.00 S) 25 TRANSPLANT TREE EA 1,000.0000 3,000.00 3.000 3,000.00 3.000 3,000.00 S) 26 WILD FLOWER SEEDING HA 8,500.0000 8,500.00 0.000 0.00 S) 27 PLANT ESTABLISHMENT WORK LS 27,500.0000 27,500.00 0.000 0.00 S) 28 MAINTAIN EXISTING IRRIGATION FACILITIES LS 13,500.0000 13,500.00 0.000 0.00 S) 29 IRRIGATION SYSTEM LS 30,000.0000 30,000.00 0.750 22,500.00 1.000 30,000.00 S) 30 250 MM WELDED STEEL PIPE CONDUIT M 550.0000 8,800.00 1.000 550.00 1.000 550.00 S) (6.35 MM THICK) 31 CLASS 2 AGGREGATE SUBBASE M3 78.0000 20,280.00 371.300 28,961.40 371.300 28,961.40 32 ASPHALT CONCRETE (TYPE A) TONN 90.0000 29,700.00 300.000 27,000.00 300.000 27,000.00 33 ASPHALT CONCRETE BASE (TYPE A) TONN 90.0000 30,600.00 300.000 27,000.00 300.000 27,000.00 34 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 125.0000 45,000.00 0.000 0.00 35 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 35.0000 560.00 0.000 0.00 36 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 25.0000 4,750.00 0.000 0.00 37 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,100.0000 2,200.00 0.000 0.00 38 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 78,400.00 6.000 4,200.00 112.000 78,400.00 F) 39 MINOR CONCRETE (MINOR STRUCTURE) M3 2,600.0000 4,420.00 0.000 0.00 F) 40 FRACTURED RIB TEXTURE (PATTERNED) M2 55.0000 11,000.00 50.000 2,750.00 41 BAR REINFORCING STEEL (RETAINING WALL) KG 6.2500 21,875.00 3,500.000 21,875.00 SF) 42 450 MM REINFORCED CONCRETE PIPE M 400.0000 7,200.00 0.000 0.00 43 CURB RAMP DETECTABLE WARNING SURFACE M2 410.0000 1,640.00 0.000 0.00 S) 44 MISCELLANEOUS IRON AND STEEL KG 6.5000 1,924.00 0.000 0.00 SF) 45 DELINEATOR (CLASS 1) EA 24.0000 672.00 0.000 0.00 46 METAL BEAM GUARD RAILING (WOOD POST) M 105.0000 19,950.00 0.000 0.00 S) 47 CABLE RAILING M 85.0000 6,120.00 92.000 7,820.00 92.000 7,820.00 48 CONNECT GUARD RAILING TO STRUCTURE EA 5,500.0000 5,500.00 0.000 0.00 49 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,750.0000 5,750.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0H5404 TIME 01:29 PM ESTIMATE NO. 04 BID OPENING 08/09/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CONCRETE BARRIER (TYPE 60D) M 190.0000 17,480.00 0.000 0.00 51 THERMOPLASTIC PAVEMENT MARKING M2 22.0000 440.00 0.000 0.00 S) 52 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,220.00 0.000 0.00 S) 53 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 340.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 54 PAINT TRAFFIC STRIPE (2-COAT) M 4.0000 2,400.00 0.000 0.00 S) 55 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 564.00 0.000 0.00 S) 56 COMMUNICATION SYSTEM LS 8,800.0000 8,800.00 0.807 7,101.60 0.807 7,101.60 S) 57 MODIFY RAMP METERING SYSTEM LS 42,000.0000 42,000.00 0.288 12,096.00 0.288 12,096.00 S) 58 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.5000 9,350.00 0.000 0.00 60 MINOR CONCRETE (MISCELLANEOUS M3 1,100.0000 11,000.00 0.000 0.00 CONSTRUCTION) PROGRAM CAS145 PAGE 4 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0H5404 TIME 01:29 PM ESTIMATE NO. 04 BID OPENING 08/09/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 191,912.70 423,114.55 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 191,912.70 423,114.55 61 MOBILIZATION LS 55,000.0000 55,000.00 0.050 2,750.00 1.000 55,000.00 ORIGINAL CONTRACT AMOUNT 779,300.00 TOTAL WORK COMPLETED 194,662.70 478,114.55 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 194,662.70 478,114.55 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 09/18/07 320 10/03/07 10/03/07 01/20/09 62 6 5 0 60% 73% PROGRESS IS SATISFACTORY JAVAHERNESHAN, MAJID RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 01/23/08