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 07/21/09 EST. NO.08 TIME 07:17 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 0053 816.68 E.W. @ F.A.(+) 060109 N 380450 0054 857.56 060209 N 380460 0055 857.56 060309 N 380470 0056 1,163.68 060409 N 380480 0057 1,225.02 060809 N 380490 0059 1,225.02 060909 N 380500 0060 1,225.02 061009 N 456760 0061 816.68 061109 N 456770 0063 775.78 060309 N 380479 0064 775.78 061209 N 456780 0065 775.78 061509 N 456790 0066 694.01 061609 N 456800 0067 653.11 061709 N 485505 0068 3,611.92 060309 N 457700 0069 1,347.69 061809 N 456820 0070 979.66 061909 N 456830 0071 2,812.53 060409 N 457710 0072 1,204.57 062209 N 456840 0073 653.11 062309 N 456850 0074 653.11 062409 N 486497 0075 856.99 062609 N 456880 0076 734.90 062509 N 456870 0077 734.90 062509 N 488367 0078 856.99 062609 N 488368 0079 704.53 062509 N 488369 0080 704.53 062609 N 488370 0081 489.55 062909 N 456280 0082 489.55 063009 N 456290 0083 489.55 070109 N 456300 0084 1,873.97 062509 N 295910 0085 1,873.97 062609 N 489392 003 0002 50,493.90 A.C. @ U.P.(+) 062609 N 0002 0 83,427.60 TOTAL THIS ESTIMATE 103,106.74 TOTAL PREVIOUS ESTIMATE 186,534.34 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 07/21/09 EST. NO.08 TIME 07:17 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 08 795,511.15 0.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 08 -10,000.00 -10,000.00 TOTAL DEDUCTIONS 785,511.15 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 07:17 AM ESTIMATE NO. 08 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 07/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 07/21/09 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 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 743.0000 148,600.00 0.100 74.30 29.210 21,703.03 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 0.360 3,960.00 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 0.260 29,380.00 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 0.360 100,800.00 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 0.360 12,600.00 S) 18 TEMPORARY RAILING (TYPE K) M 67.0000 15,410.00 124.000 8,308.00 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 5.000 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 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 07:17 AM ESTIMATE NO. 08 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 07/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 2,000.00 116.000 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 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 7,100.000 113,600.00 8,381.000 134,096.00 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 13.400 2,747.00 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 5.100 188.70 3,515.400 130,069.80 37 HOT MIX ASPHALT TONN 86.5000 5,994,450.00 12,502.990 1,081,508.64 44,927.370 3,886,217.51 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 28.790 24,615.45 58.120 49,692.60 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 35.000 49,000.00 35.000 49,000.00 F) 46 CLASS 1 CONCRETE (BOX CULVERT) M3 1,325.0000 96,725.00 39.000 51,675.00 73.000 96,725.00 47 MINOR CONCRETE (MINOR STRUCTURE) M3 1,325.0000 155,025.00 1.800 2,385.00 113.260 150,069.50 F) 48 MINOR CONCRETE (BACKFILL) M3 145.0000 78,300.00 7.300 1,058.50 522.600 75,777.00 49 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3900 7,033.40 5,060.000 7,033.40 5,060.000 7,033.40 SF) PROGRAM CAS145 PAGE 3 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 07:17 AM ESTIMATE NO. 08 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 07/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,701.000 15,962.80 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 27.900 5,189.40 952.300 177,127.80 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 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 0.100 560.00 0.360 2,016.00 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 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 07:17 AM ESTIMATE NO. 08 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 07/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,391,798.19 5,286,422.74 ADJUSTMENT OF COMPENSATION 50,493.90 89,220.15 EXTRA WORK 32,933.70 97,314.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,475,225.79 5,472,957.08 71 MOBILIZATION LS 734,147.0000 734,147.00 0.950 697,439.65 ORIGINAL CONTRACT AMOUNT 16,396,895.40 TOTAL WORK COMPLETED 1,475,225.79 6,170,396.73 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 785,511.15 -10,000.00 TOTAL 2,260,736.94 6,160,396.73 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 01/28/10 70 88 0 0 36% 35% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 15 DATE 07/21/09