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 03/21/08 EST. NO.05 TIME 11:58 AM R.E. NAME: JAVAHERNESHAN, MAJID 12-0A7624 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0005 1,827.70 E.W. @ F.A.(+) 020808 N 005 0 002 0005 5,797.74 E.W. @ F.A.(+) 011508 N 005 0 003 0002 379.77 E.W. @ F.A.(+) 010208 N 002 0 004 0012 315.19 E.W. @ F.A.(+) 121707 N 0012 0 8,320.40 TOTAL THIS ESTIMATE 16,973.37 TOTAL PREVIOUS ESTIMATE 25,293.77 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 03/21/08 EST. NO.05 TIME 11:58 AM R.E. NAME: JAVAHERNESHAN, MAJID 12-0A7624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A7624 TIME 11:58 AM ESTIMATE NO. 05 BID OPENING 08/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 03/21/08 LOCATION PROGRESS ESTIMATE 12-ORA-405-15.4/16.3 ----------------- POWELL CONSTRUCTION IN ORANGE COUNTY IN HUNTINGTON 8555 BANANA AVENUE BEACH AND WESTMINSTER FROM 0.3 KM FONTANA, CA 92335 NORTHWEST OF MAGNOLIA STREET OVERCROSSING TO EDINGER AVENUE OVERCROSSING FED. AID NO. N O N E WIDEN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500.0000 4,500.00 0.100 450.00 0.750 3,375.00 02 TIME-RELATED OVERHEAD LS 400,000.0000 400,000.00 0.496 198,400.00 03 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.750 2,625.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 90,000.0000 90,000.00 0.100 9,000.00 0.850 76,500.00 05 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 7,000.0000 7,000.00 0.750 5,250.00 06 CONSTRUCTION AREA SIGNS LS 19,000.0000 19,000.00 0.500 9,500.00 S) 07 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 0.750 60,000.00 S) 08 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,020.00 12.000 360.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.100 2,500.00 0.850 21,250.00 S) 10 TEMPORARY RAILING (TYPE K) M 30.0000 96,000.00 738.000 22,140.00 3,676.300 110,289.00 11 TEMPORARY CRASH CUSHION MODULE EA 300.0000 25,200.00 42.000 12,600.00 84.000 25,200.00 S) 12 TEMPORARY TRAFFIC SCREEN M 10.0000 31,200.00 738.000 7,380.00 3,638.000 36,380.00 S) 13 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 10.0000 1,800.00 0.000 0.00 S) 14 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 36,600.00 4,693.000 14,079.00 S) STRIPE 15 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 21,000.00 0.000 0.00 S) 16 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 14,920.00 5,660.000 11,320.00 S) 17 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 40.0000 560.00 0.000 0.00 S) 18 REMOVE PAVEMENT MARKER EA 1.0000 6,960.00 3,910.000 3,910.00 S) 19 REMOVE ROADSIDE SIGN EA 100.0000 1,200.00 12.000 1,200.00 20 REMOVE SIGN STRUCTURE EA 3,000.0000 3,000.00 1.000 3,000.00 S) 21 REMOVE OVERSIDE DRAIN EA 1,000.0000 1,000.00 1.000 1,000.00 22 REMOVE CULVERT M 120.0000 7,560.00 63.000 7,560.00 PROGRAM CAS145 PAGE 2 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A7624 TIME 11:58 AM ESTIMATE NO. 05 BID OPENING 08/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 600.0000 7,200.00 12.000 7,200.00 24 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 21,000.00 102.200 10,220.00 S) (WOOD POST) 25 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 3,100.0000 6,200.00 1.000 3,100.00 S) 26 RELOCATE ROADSIDE SIGN EA 200.0000 800.00 0.000 0.00 27 REMOVE CONCRETE (CHANNEL) M3 120.0000 15,600.00 124.340 14,920.80 28 CAP INLET EA 1,200.0000 16,800.00 14.000 16,800.00 29 CLEARING AND GRUBBING LS 108,000.0000 108,000.00 1.000 108,000.00 30 ROADWAY EXCAVATION M3 40.0000 310,400.00 7,374.500 294,980.00 31 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 249,000.00 1,651.999 247,799.85 (AERIALLY DEPOSITED LEAD) 32 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.750 2,625.00 33 DITCH EXCAVATION M3 20.0000 7,400.00 370.000 7,400.00 34 HIGHWAY PLANTING LS 40,000.0000 40,000.00 0.000 0.00 S) 35 TRANSPLANT TREE EA 5,500.0000 66,000.00 12.000 66,000.00 S) 36 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 37 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.000 0.00 S) 38 IRRIGATION SYSTEM LS 120,000.0000 120,000.00 0.270 32,400.00 S) 39 EXTEND 200 MM CONDUIT M 400.0000 20,800.00 0.000 0.00 S) 40 CLASS 2 AGGREGATE SUBBASE M3 35.0000 130,900.00 2,988.000 104,580.00 2,988.000 104,580.00 41 CLASS 2 AGGREGATE BASE M3 45.0000 108,450.00 1,921.000 86,445.00 1,921.000 86,445.00 42 ASPHALT CONCRETE (TYPE A) TONN 80.0000 500,000.00 4,682.000 374,560.00 4,682.000 374,560.00 43 ASPHALT CONCRETE BASE (TYPE A) TONN 80.0000 358,400.00 3,356.000 268,480.00 3,356.000 268,480.00 44 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 40.00 0.000 0.00 45 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 550.00 0.000 0.00 46 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 1,600.00 0.000 0.00 47 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 7,400.00 0.000 0.00 48 LIQUID ASPHALT (PRIME COAT) TONN 400.0000 3,200.00 5.400 2,160.00 5.400 2,160.00 49 CLASS 1 CONCRETE (BOX CULVERT) M3 1,200.0000 61,200.00 51.000 61,200.00 F) PROGRAM CAS145 PAGE 3 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A7624 TIME 11:58 AM ESTIMATE NO. 05 BID OPENING 08/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 76,800.00 42.000 67,200.00 F) 51 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 14,592.00 4,864.000 14,592.00 SF) 52 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 207,180.00 11,510.000 103,590.00 F) 53 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 11,510.00 11,510.000 5,755.00 SF) 54 FURNISH LAMINATED PANEL SIGN M2 180.0000 9,000.00 25.000 4,500.00 (25.4 MM-TYPE A) 55 FURNISH LAMINATED PANEL SIGN M2 200.0000 5,200.00 13.000 2,600.00 (25.4 MM-TYPE B) 56 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 840.00 3.000 420.00 (1.6 MM-UNFRAMED) 57 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 225.00 0.750 112.50 (2.0 MM-UNFRAMED) 58 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 1,050.00 3.500 525.00 (1.6 MM-FRAMED) 59 1524 MM CAST-IN-DRILLED-HOLE M 2,400.0000 55,200.00 22.800 54,720.00 S) CONCRETE PILE (SIGN FOUNDATION) 60 ROADSIDE SIGN - ONE POST EA 200.0000 800.00 0.000 0.00 61 ROADSIDE SIGN - TWO POST EA 450.0000 3,600.00 0.000 0.00 62 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 150.00 0.000 0.00 METHOD) 63 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 100.00 0.000 0.00 EXISTING POST 64 600 MM REINFORCED CONCRETE PIPE M 350.0000 38,500.00 8.110 2,838.50 106.110 37,138.50 65 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000.00 66 MINOR CONCRETE (PIPE ENCASEMENT) M3 200.0000 5,400.00 0.000 0.00 67 MINOR CONCRETE (CHANNEL LINING) M3 750.0000 82,500.00 105.700 79,275.00 105.700 79,275.00 68 MINOR CONCRETE (GORE PAVING) M3 900.0000 8,100.00 0.000 0.00 69 MISCELLANEOUS IRON AND STEEL KG 2.0000 6,016.00 1,500.000 3,000.00 SF) 70 DELINEATOR (CLASS 1) EA 35.0000 1,505.00 0.000 0.00 71 GUARD RAILING DELINEATOR EA 5.0000 1,550.00 0.000 0.00 72 OBJECT MARKER (TYPE P) EA 50.0000 600.00 0.000 0.00 73 METAL BEAM GUARD RAILING (WOOD POST) M 80.0000 116,000.00 0.000 0.00 S) 74 TRANSITION RAILING (TYPE WB) EA 3,500.0000 10,500.00 0.000 0.00 S) 75 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 5,600.00 0.000 0.00 S) 76 CONCRETE BARRIER (TYPE 60 MOD) M 600.0000 27,000.00 44.900 26,940.00 PROGRAM CAS145 PAGE 4 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A7624 TIME 11:58 AM ESTIMATE NO. 05 BID OPENING 08/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CONCRETE BARRIER (TYPE 60) M 280.0000 56,000.00 0.000 0.00 78 CONCRETE BARRIER (TYPE 736B MOD) M 350.0000 5,600.00 15.700 5,495.00 79 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 840.00 0.000 0.00 S) 80 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 12,700.00 0.000 0.00 S) 81 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 900.00 0.000 0.00 S) 82 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,340.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 7,970.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 84 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 180.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 85 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 260.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 86 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 6,500.00 10,819.000 5,409.50 S) 87 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 12,570.00 2,094.000 6,282.00 S) 88 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 14,250.00 799.000 3,995.00 S) 89 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 0.770 23,100.00 S) 90 MODIFY COMMUNICATION SYSTEM LS 150,000.0000 150,000.00 0.500 75,000.00 S) 91 COMMUNICATION SYSTEM (TEMPORARY) LS 35,000.0000 35,000.00 0.830 29,050.00 S) 92 TRAFFIC MONITORING STATION LS 60,000.0000 60,000.00 0.350 21,000.00 S) 93 CLOSED CIRCUIT TELEVISION SYSTEM LS 45,000.0000 45,000.00 0.350 15,750.00 S) 94 MODIFY RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.400 20,000.00 S) 95 MODIFY LIGHTING AND SIGN ILLUMINATION LS 130,000.0000 130,000.00 0.280 36,400.00 S) PROGRAM CAS145 PAGE 5 DATE 03/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0A7624 TIME 11:58 AM ESTIMATE NO. 05 BID OPENING 08/30/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/08 R.E. NAME: JAVAHERNESHAN, MAJID DATE OF THIS ESTIMATE 03/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 972,408.50 2,942,918.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 8,320.40 25,293.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 980,728.90 2,968,211.92 96 MOBILIZATION LS 480,000.0000 480,000.00 0.050 24,000.00 1.000 480,000.00 ORIGINAL CONTRACT AMOUNT 4,882,088.00 TOTAL WORK COMPLETED 1,004,728.90 3,448,211.92 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,004,728.90 3,448,211.92 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 10/12/07 387 10/20/07 10/26/07 08/30/09 66 28 0 0 70% 48% PROGRESS IS SATISFACTORY JAVAHERNESHAN, MAJID RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 03/21/08