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 02/24/09 EST. NO.03 TIME 08:37 AM R.E. NAME: HISHAM ALNATOUR 06-322104 --------------------------------------------------------------------------- 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 122.40 E.W. @ F.A.(+) 112508 N 435248 0013 244.78 121208 N 121208 0015 489.55 122908 N 122908 0016 571.33 123008 N 123008 0017 530.45 010509 N 1509 0 0018 530.45 010609 N 1609 0 0019 856.99 010709 N 1709 0 0020 571.33 010909 N 1909 0 0021 571.33 011209 N 112090 0022 489.55 011309 N 113090 0023 530.45 011409 N 114090 0024 530.45 011509 N 115090 0025 571.33 012009 N 112009 0026 489.55 012109 N 457350 0027 530.45 012809 N 457370 0028 571.33 012709 N 457360 0029 571.33 012909 N 457380 0030 530.45 013009 N 457390 0031 530.45 020209 N 457400 0032 530.45 020309 N 239 0 10,364.40 TOTAL THIS ESTIMATE 6,331.31 TOTAL PREVIOUS ESTIMATE 16,695.71 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 02/24/09 EST. NO.03 TIME 08:37 AM R.E. NAME: HISHAM ALNATOUR 06-322104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 08:37 AM ESTIMATE NO. 03 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 02/24/09 LOCATION PROGRESS ESTIMATE 06-KER-166-9.0/24.6 ----------------- GRIFFITH COMPANY IN KERN COUNTY NEAR MARICOPA FROM PO BOX 70157 5.6 KM WEST OF SAN EMIGDIO CREEK BAKERSFIELD, CA 93387 BRIDGE TO ROUTE 166/99 SEPARATION FED. AID NO. ACST-P166(27)E ,P-P166(27)E ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ 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 22,250.0000 22,250.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 743.0000 148,600.00 0.000 0.00 03 600 MM TEMPORARY CULVERT M 260.0000 9,360.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 11,000.0000 11,000.00 0.050 550.00 0.150 1,650.00 05 PREPARE STORM WATER POLLUTION LS 1,600.0000 1,600.00 0.750 1,200.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 14.0000 4,200.00 0.000 0.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,300.0000 13,000.00 1.000 1,300.00 3.000 3,900.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 0.000 0.00 09 TEMPORARY COVER M2 3.5000 5,250.00 0.000 0.00 10 STREET SWEEPING LS 113,000.0000 113,000.00 0.000 0.00 11 CONSTRUCTION AREA SIGNS LS 6,800.0000 6,800.00 0.020 136.00 0.670 4,556.00 S) 12 TRAFFIC CONTROL SYSTEM LS 280,000.0000 280,000.00 0.050 14,000.00 0.150 42,000.00 S) 13 TYPE III BARRICADE EA 125.0000 1,500.00 0.000 0.00 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.3000 3,432.00 0.000 0.00 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 1,375.00 0.000 0.00 S) 16 TEMPORARY PAVEMENT MARKER EA 9.0000 1,710.00 0.000 0.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.050 1,750.00 0.150 5,250.00 S) 18 TEMPORARY RAILING (TYPE K) M 67.0000 15,410.00 0.000 0.00 19 TEMPORARY CRASH CUSHION MODULE EA 104.0000 5,824.00 0.000 0.00 S) 20 ABANDON CULVERT EA 320.0000 1,600.00 0.000 0.00 21 REMOVE METAL BEAM GUARD RAILING M 28.5000 8,835.00 0.000 0.00 S) 22 REMOVE ASPHALT CONCRETE DIKE M 6.0000 10,980.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 08:37 AM ESTIMATE NO. 03 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 02/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE HEADWALL EA 500.0000 60,000.00 20.000 10,000.00 110.000 55,000.00 24 RESET MAILBOX EA 290.0000 1,740.00 0.000 0.00 25 RELOCATE ROADSIDE SIGN EA 190.0000 190.00 0.000 0.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.6000 76,200.00 0.000 0.00 S) 27 BRIDGE REMOVAL (PORTION) LS 20,250.0000 20,250.00 0.000 0.00 28 CLEARING AND GRUBBING LS 24,000.0000 24,000.00 0.000 0.00 29 ROADWAY EXCAVATION M3 16.0000 668,800.00 0.000 0.00 30 LEAD COMPLIANCE PLAN LS 1,040.0000 1,040.00 0.000 0.00 S) 31 SAND BACKFILL M3 205.0000 2,870.00 0.000 0.00 32 IMPORTED BORROW M3 24.0000 10,560.00 0.000 0.00 33 IMPORTED MATERIAL (SHOULDER BACKING) TONN 3.2500 53,950.00 0.000 0.00 34 EROSION CONTROL (TYPE D) HA 5,800.0000 63,800.00 0.000 0.00 S) 35 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 640.0000 5,760.00 0.000 0.00 S) 36 CLASS 2 AGGREGATE BASE M3 37.0000 1,232,100.00 40.400 1,494.80 157.600 5,831.20 37 HOT MIX ASPHALT TONN 86.5000 5,994,450.00 135.300 11,703.45 736.600 63,715.90 38 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 118.0000 5,439,800.00 0.000 0.00 39 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 650.00 0.000 0.00 40 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 19,000.00 0.000 0.00 41 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 230.00 0.000 0.00 42 PLACE HOT MIX ASPHALT M2 7.0000 15,050.00 0.000 0.00 (MISCELLANEOUS AREA) 43 TACK COAT TONN 855.0000 230,850.00 0.000 0.00 44 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,150.0000 2,990.00 0.000 0.00 F) 45 CLASS 1 CONCRETE (RETAINING WALL) M3 1,400.0000 49,000.00 0.000 0.00 F) 46 CLASS 1 CONCRETE (BOX CULVERT) M3 1,325.0000 96,725.00 0.000 0.00 47 MINOR CONCRETE (MINOR STRUCTURE) M3 1,325.0000 155,025.00 17.920 23,744.00 96.320 127,624.00 F) 48 MINOR CONCRETE (BACKFILL) M3 145.0000 78,300.00 88.400 12,818.00 460.600 66,787.00 49 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3900 7,033.40 0.000 0.00 SF) PROGRAM CAS145 PAGE 3 DATE 02/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 08:37 AM ESTIMATE NO. 03 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 02/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BAR REINFORCING STEEL (BOX CULVERT) KG 2.8000 29,862.00 0.000 0.00 SF) 51 450 MM REINFORCED CONCRETE PIPE M 225.0000 99,000.00 76.800 17,280.00 430.900 96,952.50 52 600 MM REINFORCED CONCRETE PIPE M 186.0000 178,560.00 153.600 28,569.60 750.200 139,537.20 53 900 MM REINFORCED CONCRETE PIPE M 770.0000 15,400.00 19.200 14,784.00 54 1050 MM REINFORCED CONCRETE PIPE M 830.0000 16,600.00 20.200 16,766.00 55 OBJECT MARKER (TYPE L-2) EA 37.0000 4,810.00 0.000 0.00 S) 56 TRANSITION RAILING (TYPE WB) EA 3,200.0000 60,800.00 0.000 0.00 S) 57 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,550.0000 28,400.00 0.000 0.00 S) 58 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,850.0000 31,350.00 0.000 0.00 S) 59 ALTERNATIVE CRASH CUSHION SYSTEM EA 21,000.0000 21,000.00 0.000 0.00 S) 60 CONCRETE BARRIER (TYPE 736) M 825.0000 11,550.00 0.000 0.00 S) 61 CONCRETE BARRIER (TYPE 736A) M 1,135.0000 24,970.00 0.000 0.00 F) 62 CONCRETE BARRIER (TYPE 736R) M 935.0000 13,090.00 0.000 0.00 F) 63 THERMOPLASTIC PAVEMENT MARKING M2 18.0000 1,710.00 0.000 0.00 S) 64 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8600 48,074.00 0.000 0.00 S) 65 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 1,034.00 0.000 0.00 S) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8600 129.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 67 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3000 7,200.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 68 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4000 5,520.00 0.000 0.00 S) 69 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,600.0000 5,600.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 70 HIGHWAY LIGHTING LS 29,000.0000 29,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 02/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 08:37 AM ESTIMATE NO. 03 BID OPENING 08/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 02/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 123,345.85 645,553.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,364.40 16,695.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 133,710.25 662,249.51 71 MOBILIZATION LS 734,147.0000 734,147.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 16,396,895.40 TOTAL WORK COMPLETED 133,710.25 662,249.51 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 133,710.25 662,249.51 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 2,500.00 22,250.00 19,750.00 028 CLEARING AND GRUBBING 20,000.00 24,000.00 4,000.00 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 10/08/08 200 12/02/08 11/19/08 12/02/09 0 50 0 0 4% 0% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 11 DATE 02/24/09