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 08/25/09 EST. NO.09 TIME 05:39 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 0086 375.77 E.W. @ F.A.(+) 070209 N 456310 0087 501.03 070609 N 456320 0088 501.03 070709 N 456330 0089 501.03 070809 N 456340 0090 501.03 070909 N 456350 0091 501.03 071009 N 456360 0092 501.03 071309 N 456370 0093 501.03 071409 N 456380 0094 501.03 071509 N 384630 0095 751.55 071609 N 457750 0096 751.55 071709 N 456390 0097 751.55 072009 N 456400 0098 501.03 072109 N 454010 0099 250.52 072209 N 454020 0100 250.52 072709 N 454040 0101 250.52 072809 N 454050 0102 250.52 072909 N 454060 0104 342.29 080309 N 456020 0105 584.25 081209 N 456010 0106 542.65 081309 N 456030 0107 750.68 081009 N 456890 0108 584.25 081409 N 456040 0109 584.25 081709 N 456050 0110 584.25 081809 N 456060 008 0001 -495,942.19 A.C. @ U.P.(-) 061909 N 0001 0 -483,827.80 TOTAL THIS ESTIMATE 186,534.34 TOTAL PREVIOUS ESTIMATE -297,293.46 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 08/25/09 EST. NO.09 TIME 05:39 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 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 08 RECD PYRL #8 10,000.00 09 10,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 028 -1,880.00 09 -1,880.00 -1,880.00 TOTAL DEDUCTIONS 8,120.00 -1,880.00 PROGRAM CAS145 PAGE 1 DATE 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 05:39 AM ESTIMATE NO. 09 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 08/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 08/25/09 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 0.120 89.16 29.330 21,792.19 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 0.120 1,320.00 0.480 5,280.00 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 0.210 23,730.00 0.470 53,110.00 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 0.120 33,600.00 0.480 134,400.00 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 0.120 4,200.00 0.480 16,800.00 S) 18 TEMPORARY RAILING (TYPE K) M 67.0000 15,410.00 108.800 7,289.60 232.800 15,597.60 19 TEMPORARY CRASH CUSHION MODULE EA 104.0000 5,824.00 56.000 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 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 05:39 AM ESTIMATE NO. 09 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 08/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 28 CLEARING AND GRUBBING LS 24,000.0000 24,000.00 0.470 11,280.00 0.470 11,280.00 29 ROADWAY EXCAVATION M3 16.0000 668,800.00 8,478.000 135,648.00 16,859.000 269,744.00 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 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 1,506.100 55,725.70 5,021.500 185,795.50 37 HOT MIX ASPHALT TONN 86.5000 5,994,450.00 2,863.900 247,727.35 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 1.250 1,068.75 59.370 50,761.35 44 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,150.0000 2,990.00 2.600 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 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 05:39 AM ESTIMATE NO. 09 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 08/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.000 11,550.00 S) 61 CONCRETE BARRIER (TYPE 736A) M 1,135.0000 24,970.00 22.000 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 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 0.120 672.00 0.480 2,688.00 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 08/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 05:39 AM ESTIMATE NO. 09 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 08/20/09 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 08/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 580,774.56 5,867,197.30 ADJUSTMENT OF COMPENSATION -495,942.19 -406,722.04 EXTRA WORK 12,114.39 109,428.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 96,946.76 5,569,903.84 71 MOBILIZATION LS 734,147.0000 734,147.00 0.950 697,439.65 ORIGINAL CONTRACT AMOUNT 16,396,895.40 TOTAL WORK COMPLETED 96,946.76 6,267,343.49 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 8,120.00 -1,880.00 TOTAL 105,066.76 6,265,463.49 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 93 88 0 0 38% 47% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 29 DATE 08/25/09