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 01/26/10 EST. NO.14 TIME 06:24 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 0290 501.03 E.W. @ F.A.(+) 121809 N 214080 0291 501.03 122109 N 214090 0292 501.03 122309 N 214100 0293 250.52 122409 N 214110 0294 501.03 122909 N 214120 0295 501.03 010510 N 214130 0296 501.03 010610 N 214140 0297 1,326.91 011210 N 214150 0298 751.55 011410 N 214160 0299 501.03 011510 N 214170 0300 2,006.00 011410 N 457840 7,842.19 TOTAL THIS ESTIMATE -211,472.30 TOTAL PREVIOUS ESTIMATE -203,630.11 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 01/26/10 EST. NO.14 TIME 06:24 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 -14,320.00 -14,320.00 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 0.00 -12,955.00 TOTAL DEDUCTIONS -14,320.00 -27,275.00 PROGRAM CAS145 PAGE 1 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 06:24 AM ESTIMATE NO. 14 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 01/20/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 01/26/10 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 148,600.00 162.000 120,366.00 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 0.780 8,580.00 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 0.770 87,010.00 11 CONSTRUCTION AREA SIGNS LS 6,800.0000 6,800.00 0.824 5,603.20 S) 12 TRAFFIC CONTROL SYSTEM LS 280,000.0000 280,000.00 0.780 218,400.00 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 0.780 27,300.00 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 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 06:24 AM ESTIMATE NO. 14 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 01/20/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 76,200.00 145,459.000 87,275.40 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 0.770 18,480.00 29 ROADWAY EXCAVATION M3 16.0000 668,800.00 3,580.000 57,280.00 33,093.000 529,488.00 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 14,891.256 550,976.47 37 HOT MIX ASPHALT TONN 86.5000 5,994,450.00 54,671.540 4,729,088.21 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 63.910 54,643.05 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 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 06:24 AM ESTIMATE NO. 14 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 01/20/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.780 4,368.00 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 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 06:24 AM ESTIMATE NO. 14 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 01/20/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 57,280.00 7,540,111.18 ADJUSTMENT OF COMPENSATION 0.00 -397,573.25 EXTRA WORK 7,842.19 193,943.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 65,122.19 7,336,481.07 71 MOBILIZATION LS 734,147.0000 734,147.00 0.950 697,439.65 ORIGINAL CONTRACT AMOUNT 16,396,895.40 TOTAL WORK COMPLETED 65,122.19 8,033,920.72 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -14,320.00 -27,275.00 TOTAL 50,802.19 8,006,645.72 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 04/13/10 159 124 17 0 48% 73% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 16 DATE 01/26/10