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 05/26/09 EST. NO.06 TIME 05:56 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 0042 336.57 E.W. @ F.A.(+) 031609 N 3169 0 0043 1,225.02 051309 N 513 0 0044 734.33 051409 N 514 0 0045 1,633.36 051509 N 515 0 004 0007 662.50 E.W. @ F.A.(+) 020709 N 3 0 0008 662.50 051509 N 515 0 0009 600.00 051509 N 478135 0010 600.00 051209 N 512 0 006 0002 7,163.47 E.W. @ F.A.(+) 042909 N 457670 0003 8,019.20 042809 N 457661 21,636.95 TOTAL THIS ESTIMATE 38,170.61 TOTAL PREVIOUS ESTIMATE 59,807.56 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 05/26/09 EST. NO.06 TIME 05:56 AM R.E. NAME: HISHAM ALNATOUR 06-322104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM NON COMPLIANCE -233,314.45 06 -233,314.45 -233,314.45 TOTAL DEDUCTIONS -233,314.45 -233,314.45 PROGRAM CAS145 PAGE 1 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 05:56 AM ESTIMATE NO. 06 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 05/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 05/26/09 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 0.110 81.73 10.110 7,511.73 03 600 MM TEMPORARY CULVERT M 260.0000 9,360.00 36.000 9,360.00 36.000 9,360.00 04 CONSTRUCTION SITE MANAGEMENT LS 11,000.0000 11,000.00 0.010 110.00 0.160 1,760.00 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 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 0.160 18,080.00 0.160 18,080.00 11 CONSTRUCTION AREA SIGNS LS 6,800.0000 6,800.00 0.670 4,556.00 S) 12 TRAFFIC CONTROL SYSTEM LS 280,000.0000 280,000.00 0.010 2,800.00 0.160 44,800.00 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 0.010 350.00 0.160 5,600.00 S) 18 TEMPORARY RAILING (TYPE K) M 67.0000 15,410.00 80.000 5,360.00 80.000 5,360.00 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 2,394.000 14,364.00 2,394.000 14,364.00 PROGRAM CAS145 PAGE 2 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 05:56 AM ESTIMATE NO. 06 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 05/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE HEADWALL EA 500.0000 60,000.00 112.000 56,000.00 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 43,589.000 26,153.40 43,589.000 26,153.40 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 668,800.00 464.000 7,424.00 464.000 7,424.00 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 1,232,100.00 953.000 35,261.00 1,132.700 41,909.90 37 HOT MIX ASPHALT TONN 86.5000 5,994,450.00 9,290.320 803,612.68 10,135.420 876,713.83 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 11.000 9,405.00 11.000 9,405.00 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 155,025.00 111.460 147,684.50 F) 48 MINOR CONCRETE (BACKFILL) M3 145.0000 78,300.00 515.300 74,718.50 49 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3900 7,033.40 0.000 0.00 SF) PROGRAM CAS145 PAGE 3 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 05:56 AM ESTIMATE NO. 06 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 05/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 99,000.00 430.900 96,952.50 52 600 MM REINFORCED CONCRETE PIPE M 186.0000 178,560.00 924.400 171,938.40 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 0.160 896.00 0.160 896.00 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 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 05:56 AM ESTIMATE NO. 06 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 05/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 933,257.81 1,657,837.76 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 21,636.95 59,807.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 954,894.76 1,717,645.32 71 MOBILIZATION LS 734,147.0000 734,147.00 0.250 183,536.75 0.750 550,610.25 ORIGINAL CONTRACT AMOUNT 16,396,895.40 TOTAL WORK COMPLETED 1,138,431.51 2,268,255.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -233,314.45 -233,314.45 TOTAL 905,117.06 2,034,941.12 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 32 84 0 0 13% 16% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 13 DATE 05/26/09