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 01/23/09 EST. NO.14 TIME 07:03 AM R.E. NAME: TAWFIK, GAMAL 07-2267A4 --------------------------------------------------------------------------- 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 0022 1,371.42 E.W. @ F.A.(+) 091008 N 0022 0 0025 2,643.08 100308 N 0025 0 0026 3,843.32 100608 N 0026 0 0027 4,171.17 100708 N 0027 0 0028 4,631.34 100808 N 0028 0 0032 423.14 101408 N 0032 0 0050 359.94 121108 N 0050 0 0051 5,251.81 110708 N 0036.1 003 0020 2,551.68 E.W. @ F.A.(+) 110608 N 1732 0 0021 942.08 101708 N 1743 0 0022 1,780.51 121808 N 1745 0 0023 2,461.23 121908 N 1746 0 0024 1,780.51 122308 N 1747 0 005 0097 347.10 E.W. @ F.A.(+) 120908 N 0097 0 0099 1,555.31 072408 N 0099 0 0100 1,560.00 072808 N 0100 0 0101 769.57 110408 N 0101 0 0102 926.23 111708 N 0102 0 0103 926.23 112108 N 0103 0 007 0006 354.80 A.C. @ U.P.(+) 010908 N 006 0 38,650.47 TOTAL THIS ESTIMATE 236,934.31 TOTAL PREVIOUS ESTIMATE 275,584.78 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 01/23/09 EST. NO.14 TIME 07:03 AM R.E. NAME: TAWFIK, GAMAL 07-2267A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2267A4 TIME 07:03 AM ESTIMATE NO. 14 BID OPENING 09/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 01/23/09 LOCATION PROGRESS ESTIMATE 07-LA-10-5.6/8.9 ----------------- POWELL CONSTRUCTORS IN LOS ANGELES COUNTY AT VARIOUS 8555 BANANA AVE. LOCATIONS FONTANA, CA 923355 FED. AID NO. ACIM-X037(137)E ,ACIM-X037(138)E CONSTRUCT LITTER REMOVAL DEVICES ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.500 1,500.00 02 TIME-RELATED OVERHEAD WDAY 1,800.0000 900,000.00 15.000 27,000.00 235.000 423,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.700 42,000.00 04 HAZARDOUS MATERIALS MITIGATION PLANS LS 350,000.0000 350,000.00 0.850 297,500.00 05 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.500 1,000.00 PREVENTION PLAN 06 TEMPORARY SILT FENCE M 30.0000 21,000.00 1,400.000 42,000.00 07 TEMPORARY GRAVEL BAG BERM M 15.0000 10,500.00 200.000 3,000.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 10,000.00 5.000 10,000.00 09 TEMPORARY COVER M2 2.0000 2,200.00 1,100.000 2,200.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 3,500.00 10.000 3,500.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 7,000.0000 7,000.00 1.000 7,000.00 12 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.150 6,000.00 0.900 36,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.100 10,000.00 0.900 90,000.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,200.00 36.000 1,080.00 S) 15 TEMPORARY RAILING (TYPE K) M 40.0000 120,800.00 3,011.000 120,440.00 16 TEMPORARY CRASH CUSHION MODULE EA 300.0000 12,600.00 50.000 15,000.00 S) 17 ABANDON PIPELINE M 40.0000 22,800.00 570.000 22,800.00 18 REMOVE CHAIN LINK FENCE M 20.0000 1,040.00 52.000 1,040.00 19 REMOVE PIPE M 120.0000 75,600.00 620.000 74,400.00 20 REMOVE INLET EA 800.0000 2,400.00 0.000 0.00 21 REMOVE CONCRETE PAVEMENT AND BASE M3 140.0000 109,200.00 928.830 130,036.20 22 RECONSTRUCT CHAIN LINK FENCE M 60.0000 31,200.00 100.000 6,000.00 432.000 25,920.00 S) PROGRAM CAS145 PAGE 2 DATE 01/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2267A4 TIME 07:03 AM ESTIMATE NO. 14 BID OPENING 09/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 01/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 MODIFY INLET EA 1,300.0000 29,900.00 38.000 49,400.00 24 REMOVE CONCRETE M3 300.0000 6,000.00 20.000 6,000.00 25 REMOVE CONCRETE (CURB AND GUTTER) M 50.0000 3,550.00 17.000 850.00 26 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.980 49,000.00 27 ROADWAY EXCAVATION M3 70.0000 84,700.00 1,248.460 87,392.20 28 STRUCTURE EXCAVATION M3 100.0000 903,000.00 9,049.000 904,900.00 F) 29 STRUCTURE BACKFILL M3 220.0000 165,440.00 752.000 165,440.00 F) 30 IMPORTED MATERIAL (SHOULDER BACKING) M3 275.0000 12,375.00 40.000 11,000.00 31 EMBANKMENT M3 220.0000 690,800.00 260.000 57,200.00 3,547.000 780,340.00 32 HIGHWAY PLANTING LS 122,000.0000 122,000.00 0.370 45,140.00 1.000 122,000.00 S) 33 EROSION CONTROL (TYPE D) M2 9.0000 5,400.00 600.000 5,400.00 S) 34 PLANT ESTABLISHMENT WORK LS 65,000.0000 65,000.00 0.000 0.00 S) 35 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 0.100 20,000.00 1.000 200,000.00 S) 36 CLASS 3 AGGREGATE BASE M3 170.0000 103,700.00 595.860 101,296.20 37 LEAN CONCRETE BASE M3 400.0000 80,000.00 193.210 77,284.00 38 ASPHALT TREATED PERMEABLE BASE M3 440.0000 66,000.00 174.620 76,832.80 39 ASPHALT CONCRETE (TYPE B) TONN 110.0000 228,800.00 1,796.000 197,560.00 40 CONCRETE PAVEMENT M3 580.0000 249,400.00 512.390 297,186.20 41 SEAL PAVEMENT JOINT M 8.0000 10,400.00 0.000 0.00 42 SEAL LONGITUDINAL ISOLATION JOINT M 30.0000 11,700.00 0.000 0.00 43 STRUCTURAL CONCRETE M3 1,600.0000 2,595,200.00 1,622.000 2,595,200.00 F) 44 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 73,000.00 29.200 73,000.00 F) 45 BAR REINFORCING STEEL KG 3.0000 527,211.00 175,737.000 527,211.00 F) 46 375 MM REINFORCED CONCRETE PIPE M 550.0000 15,950.00 29.000 15,950.00 47 450 MM REINFORCED CONCRETE PIPE M 600.0000 204,000.00 340.000 204,000.00 48 600 MM REINFORCED CONCRETE PIPE M 350.0000 416,500.00 -7.000 -2,450.00 1,166.030 408,110.50 49 450 MM CONCRETE FLARED END SECTION EA 1,100.0000 28,600.00 26.000 28,600.00 PROGRAM CAS145 PAGE 3 DATE 01/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2267A4 TIME 07:03 AM ESTIMATE NO. 14 BID OPENING 09/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 01/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 600 MM CONCRETE FLARED END SECTION EA 1,300.0000 2,600.00 2.000 2,600.00 51 900 MM PRECAST CONCRETE PIPE MANHOLE M 700.0000 1,400.00 2.000 1,400.00 52 ROCK SLOPE PROTECTION M3 350.0000 14,000.00 31.600 11,060.00 (FACING, METHOD B) 53 MINOR CONCRETE (CHANNEL LINING) M3 1,000.0000 3,400.00 0.000 0.00 54 ROCK SLOPE PROTECTION FABRIC M2 5.0000 850.00 132.000 660.00 55 MINOR CONCRETE (CURB AND GUTTER) M3 900.0000 6,300.00 6.150 5,535.00 56 MINOR CONCRETE (DRIVEWAY) M3 500.0000 3,000.00 5.280 2,640.00 57 MISCELLANEOUS IRON AND STEEL KG 12.0000 330,312.00 0.000 0.00 SF) 58 STAINLESS STEEL (GSRD) INCLINED KG 35.0000 315,035.00 0.000 0.00 SF) 59 STAINLESS STEEL (GSRD) LINEAR RADIAL KG 35.0000 298,515.00 0.000 0.00 SF) 60 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 8,400.00 140.000 8,400.00 S) 61 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 27,600.00 1.000 1,200.00 23.000 27,600.00 SF) 62 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,100.0000 12,600.00 1.000 2,100.00 6.000 12,600.00 S) 63 OBJECT MARKER EA 50.0000 150.00 0.000 0.00 64 CABLE RAILING M 140.0000 66,220.00 0.000 0.00 SF) 65 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 65,000.0000 65,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 01/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2267A4 TIME 07:03 AM ESTIMATE NO. 14 BID OPENING 09/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/09 R.E. NAME: TAWFIK, GAMAL DATE OF THIS ESTIMATE 01/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 172,190.00 8,405,864.10 ADJUSTMENT OF COMPENSATION 354.80 22,421.80 EXTRA WORK 38,295.67 253,162.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 210,840.47 8,681,448.88 66 MOBILIZATION LS 800,000.0000 800,000.00 1.000 800,000.00 ORIGINAL CONTRACT AMOUNT 10,790,048.00 TOTAL WORK COMPLETED 210,840.47 9,481,448.88 MATERIALS ON HAND ON SITE 584,891.09 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 210,840.47 10,066,339.97 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 10/25/07 750 12/17/07 12/19/07 01/10/10 235 35 0 0 84% 31% PROGRESS IS SATISFACTORY TAWFIK, GAMAL RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 01/23/09