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 04/22/10 EST. NO.17 TIME 06:03 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 0326 1,002.06 E.W. @ F.A.(+) 031710 N 455390 0327 735.23 031810 N 455400 0328 735.23 031910 N 455410 0329 735.23 032210 N 455420 0330 977.12 032310 N 455430 0331 876.37 032410 N 455440 0332 938.79 032510 N 455450 0333 667.47 032610 N 455460 0336 584.25 033010 N 558765 0337 876.37 032910 N 558766 0338 542.65 040110 N 455490 0339 1,448.37 040210 N 455500 0340 1,392.12 040610 N 453010 0341 1,473.40 040710 N 453020 0342 1,392.12 040810 N 453030 0343 825.88 041310 N 453060 0344 1,433.53 041410 N 453070 0345 667.47 041510 N 453090 0346 667.47 041610 N 453100 0347 1,168.50 041910 N 453110 0348 416.95 042010 N 453120 003 0004 48,145.99 A.C. @ U.P.(+) 041310 N 0004 0 004 0014 600.00 E.W. @ F.A.(+) 031810 N 318100 0015 600.00 031410 N 031410 0016 662.50 031510 N 031510 006 0006 5,910.71 E.W. @ F.A.(+) 040910 N 453040 0007 2,198.39 041310 N 453050 0008 1,227.76 041510 N 453080 78,901.93 TOTAL THIS ESTIMATE -75,109.45 TOTAL PREVIOUS ESTIMATE 3,792.48 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 04/22/10 EST. NO.17 TIME 06:03 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 REL CPM 10-20-09 121,510.33 12 MISS CPM -14,320.00 14 RECD CPM 14,320.00 16 0.00 0.00 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 OVERBID ITEM NO. 028 -400.00 12 OVERBID ITEM NO. 028 -292.00 17 -292.00 -13,247.00 TOTAL DEDUCTIONS -292.00 -13,247.00 PROGRAM CAS145 PAGE 1 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 06:03 AM ESTIMATE NO. 17 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 04/20/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/22/10 LOCATION PROGRESS ESTIMATE 06-KER-166-9.0/24.6 ----------------- GRIFFITH COMPANY IN KERN COUNTY NEAR MARICOPA FROM 1128 CARRIER PARKWAY AVE 5.6 KM WEST OF SAN EMIGDIO CREEK BAKERSFIELD, CA 93308 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 02 TIME-RELATED OVERHEAD WDAY 743.0000 148,600.00 21.000 15,603.00 183.000 135,969.00 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 0.063 693.00 0.843 9,273.00 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 0.073 8,249.00 0.843 95,259.00 11 CONSTRUCTION AREA SIGNS LS 6,800.0000 6,800.00 0.029 197.20 0.853 5,800.40 S) 12 TRAFFIC CONTROL SYSTEM LS 280,000.0000 280,000.00 0.063 17,640.00 0.843 236,040.00 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 0.063 2,205.00 0.843 29,505.00 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 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 06:03 AM ESTIMATE NO. 17 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 04/20/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,228.200 1,336.92 147,687.200 88,612.32 S) 27 BRIDGE REMOVAL (PORTION) LS 20,250.0000 20,250.00 1.000 20,250.00 28 CLEARING AND GRUBBING LS 24,000.0000 24,000.00 0.073 1,752.00 0.843 20,232.00 29 ROADWAY EXCAVATION M3 16.0000 668,800.00 35,000.000 560,000.00 30 LEAD COMPLIANCE PLAN LS 1,040.0000 1,040.00 0.750 780.00 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 2,030.970 75,145.89 26,558.306 982,657.32 37 HOT MIX ASPHALT TONN 86.5000 5,994,450.00 16,852.040 1,457,701.46 71,523.580 6,186,789.67 38 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 118.0000 5,439,800.00 5,236.690 617,929.42 5,236.690 617,929.42 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 12.210 10,439.55 76.120 65,082.60 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 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 06:03 AM ESTIMATE NO. 17 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 04/20/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.063 352.80 0.843 4,720.80 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 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 06:03 AM ESTIMATE NO. 17 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 04/20/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,209,245.24 10,136,403.38 ADJUSTMENT OF COMPENSATION 48,145.99 -349,427.26 EXTRA WORK 30,755.94 353,219.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,288,147.17 10,140,195.86 71 MOBILIZATION LS 734,147.0000 734,147.00 0.050 36,707.35 1.000 734,147.00 ORIGINAL CONTRACT AMOUNT 16,396,895.40 TOTAL WORK COMPLETED 2,324,854.52 10,874,342.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -292.00 -13,247.00 TOTAL 2,324,562.52 10,861,095.86 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 06/08/10 183 160 17 0 63% 84% PROGRESS UNSATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 04/22/10