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 10/21/09 EST. NO.11 TIME 07:57 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 0112 744.94 E.W. @ F.A.(+) 082109 N 456080 0113 123.83 082009 N 456082 0114 667.47 082409 N 456090 0115 833.90 082509 N 456100 0116 667.47 082609 N 456110 0117 625.86 082709 N 456140 0118 584.25 082809 N 456120 0119 625.86 083109 N 456130 0183 563.33 090109 N 514599 0184 523.38 090209 N 514604 0185 563.33 090309 N 514605 0186 281.83 090409 N 514609 0187 1,398.32 090409 N 514703 0188 584.25 090809 N 514704 0189 501.03 090909 N 514705 0190 501.03 091109 N 514706 0191 501.03 091409 N 514708 0192 501.03 091509 N 514709 0193 667.47 091609 N 514713 0194 542.65 091709 N 514760 0195 542.65 091809 N 514761 0196 501.03 092109 N 514762 0197 610.42 092209 N 514765 0198 667.47 092309 N 514766 0199 667.47 092409 N 514773 0200 667.47 092509 N 514774 0201 667.47 092809 N 514781 0202 709.07 092909 N 514812 0203 625.86 093009 N 514815 0204 688.49 100109 N 514834 0205 615.57 100209 N 514838 0206 667.47 100509 N 514839 0207 667.47 100609 N 514840 0208 750.68 100709 N 514856 0209 584.25 100809 N 514857 0210 375.77 100909 N 514860 004 0011 1,262.50 E.W. @ F.A.(+) 080409 N 14 0 23,273.37 TOTAL THIS ESTIMATE -297,293.46 TOTAL PREVIOUS ESTIMATE -274,020.09 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 10/21/09 EST. NO.11 TIME 07:57 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 JMF OF HMA -3,000.00 07 NONCOMPLIANCE CPM -559,196.70 07 RECD MISS CPM 795,511.15 08 MISS CPM UPDATE -121,510.33 11 -121,510.33 -121,510.33 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 08 RECD PYRL #8 10,000.00 09 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 001 -9,875.00 11 OVERBID ITEM NO. 028 -1,880.00 09 OVERBID ITEM NO. 028 -400.00 10 OVERBID ITEM NO. 028 -400.00 11 -10,275.00 -12,555.00 TOTAL DEDUCTIONS -131,785.33 -134,065.33 PROGRAM CAS145 PAGE 1 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 07:57 AM ESTIMATE NO. 11 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 10/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 10/21/09 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 0.500 11,125.00 0.500 11,125.00 02 TIME-RELATED OVERHEAD WDAY 743.0000 148,600.00 0.100 74.30 29.530 21,940.79 03 600 MM TEMPORARY CULVERT M 260.0000 9,360.00 36.000 9,360.00 04 CONSTRUCTION SITE MANAGEMENT LS 11,000.0000 11,000.00 0.100 1,100.00 0.680 7,480.00 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 0.100 11,300.00 0.670 75,710.00 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 0.100 28,000.00 0.680 190,400.00 S) 13 TYPE III BARRICADE EA 125.0000 1,500.00 12.000 1,500.00 S) 14 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.3000 3,432.00 2,636.000 3,426.80 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 1,375.00 25.000 1,375.00 S) 16 TEMPORARY PAVEMENT MARKER EA 9.0000 1,710.00 186.000 1,674.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.100 3,500.00 0.680 23,800.00 S) 18 TEMPORARY RAILING (TYPE K) M 67.0000 15,410.00 273.550 18,327.85 19 TEMPORARY CRASH CUSHION MODULE EA 104.0000 5,824.00 56.000 5,824.00 S) 20 ABANDON CULVERT EA 320.0000 1,600.00 5.000 1,600.00 21 REMOVE METAL BEAM GUARD RAILING M 28.5000 8,835.00 76.000 2,166.00 S) 22 REMOVE ASPHALT CONCRETE DIKE M 6.0000 10,980.00 2,394.000 14,364.00 PROGRAM CAS145 PAGE 2 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 07:57 AM ESTIMATE NO. 11 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 10/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE HEADWALL EA 500.0000 60,000.00 116.000 58,000.00 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 76,200.00 146,023.000 87,613.80 S) 27 BRIDGE REMOVAL (PORTION) LS 20,250.0000 20,250.00 1.000 20,250.00 1.000 20,250.00 28 CLEARING AND GRUBBING LS 24,000.0000 24,000.00 0.100 2,400.00 0.670 16,080.00 29 ROADWAY EXCAVATION M3 16.0000 668,800.00 10,193.000 163,088.00 27,052.000 432,832.00 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 13.400 2,747.00 32 IMPORTED BORROW M3 24.0000 10,560.00 7,259.000 174,216.00 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 6,612.000 244,644.00 11,633.500 430,439.50 37 HOT MIX ASPHALT TONN 86.5000 5,994,450.00 47,791.270 4,133,944.86 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 59.370 50,761.35 44 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,150.0000 2,990.00 2.600 2,990.00 F) 45 CLASS 1 CONCRETE (RETAINING WALL) M3 1,400.0000 49,000.00 35.000 49,000.00 F) 46 CLASS 1 CONCRETE (BOX CULVERT) M3 1,325.0000 96,725.00 73.000 96,725.00 47 MINOR CONCRETE (MINOR STRUCTURE) M3 1,325.0000 155,025.00 113.260 150,069.50 F) 48 MINOR CONCRETE (BACKFILL) M3 145.0000 78,300.00 522.600 75,777.00 49 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3900 7,033.40 5,060.000 7,033.40 SF) PROGRAM CAS145 PAGE 3 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 07:57 AM ESTIMATE NO. 11 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 10/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,665.000 29,862.00 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 178,560.00 952.300 177,127.80 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 14.000 11,550.00 S) 61 CONCRETE BARRIER (TYPE 736A) M 1,135.0000 24,970.00 22.000 24,970.00 F) 62 CONCRETE BARRIER (TYPE 736R) M 935.0000 13,090.00 14.000 13,090.00 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 0.100 560.00 0.680 3,808.00 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 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 07:57 AM ESTIMATE NO. 11 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 10/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 486,041.30 6,577,119.15 ADJUSTMENT OF COMPENSATION 0.00 -406,722.04 EXTRA WORK 23,273.37 132,701.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 509,314.67 6,303,099.06 71 MOBILIZATION LS 734,147.0000 734,147.00 0.950 697,439.65 ORIGINAL CONTRACT AMOUNT 16,396,895.40 TOTAL WORK COMPLETED 509,314.67 7,000,538.71 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -131,785.33 -134,065.33 TOTAL 377,529.34 6,866,473.38 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 02/02/10 131 91 0 0 42% 66% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 12 DATE 10/21/09