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 06/17/10 EST. NO.19 TIME 08:21 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 0362 667.47 E.W. @ F.A.(+) 051810 N 453250 0363 501.03 051910 N 380530 0364 375.78 052010 N 380540 0365 1,501.37 051910 N 456600 0366 501.05 052010 N 456610 0367 1,334.94 052110 N 456620 0368 813.97 052110 N 380550 0369 501.03 052410 N 380560 0370 584.25 052510 N 525100 0372 250.52 052610 N 380580 0373 1,012.14 060110 N 380590 0374 2,380.98 060210 N 380600 0375 501.03 060310 N 380610 0376 501.03 060410 N 380620 0377 1,152.03 060710 N 380630 0378 2,112.49 060810 N 380640 0380 1,627.92 060910 N 574887 0381 646.88 061010 N 380660 0382 876.80 061110 N 380680 003 0006 45,490.71 A.C. @ U.P.(+) 052110 N 0006 0 008 0005 -286,565.29 A.C. @ U.P.(-) 052110 N 0005 0 -223,231.87 TOTAL THIS ESTIMATE -149,668.21 TOTAL PREVIOUS ESTIMATE -372,900.08 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 06/17/10 EST. NO.19 TIME 08:21 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 OVERBID ITEM NO. 028 -260.00 18 OVERBID ITEM NO. 028 -368.00 19 -368.00 -13,875.00 TOTAL DEDUCTIONS -368.00 -13,875.00 PROGRAM CAS145 PAGE 1 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 08:21 AM ESTIMATE NO. 19 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 06/20/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/17/10 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 20.000 14,860.00 217.000 161,231.00 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 0.054 594.00 0.962 10,582.00 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 0.908 102,604.00 11 CONSTRUCTION AREA SIGNS LS 6,800.0000 6,800.00 0.016 108.80 0.888 6,038.40 S) 12 TRAFFIC CONTROL SYSTEM LS 280,000.0000 280,000.00 0.054 15,120.00 0.962 269,360.00 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 0.054 1,890.00 0.962 33,670.00 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 8,835.00 152.000 4,332.00 228.000 6,498.00 S) 22 REMOVE ASPHALT CONCRETE DIKE M 6.0000 10,980.00 2,394.000 14,364.00 PROGRAM CAS145 PAGE 2 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 08:21 AM ESTIMATE NO. 19 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 06/20/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 2,320.00 8.000 2,320.00 25 RELOCATE ROADSIDE SIGN EA 190.0000 190.00 2.000 380.00 3.000 570.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.6000 76,200.00 147,687.200 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 0.092 2,208.00 1.000 24,000.00 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 12,259.000 294,216.00 33 IMPORTED MATERIAL (SHOULDER BACKING) TONN 3.2500 53,950.00 1,341.540 4,360.01 7,341.540 23,860.01 34 EROSION CONTROL (TYPE D) HA 5,800.0000 63,800.00 11.000 63,800.00 11.000 63,800.00 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 26,558.306 982,657.32 37 HOT MIX ASPHALT TONN 86.5000 5,994,450.00 346.510 29,973.12 71,870.090 6,216,762.79 38 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 118.0000 5,439,800.00 5,219.070 615,850.26 41,969.050 4,952,347.90 39 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 650.00 174.000 1,740.00 174.000 1,740.00 40 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 19,000.00 2,612.000 26,120.00 2,612.000 26,120.00 41 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 230.00 57.000 570.00 57.000 570.00 42 PLACE HOT MIX ASPHALT M2 7.0000 15,050.00 1,057.000 7,399.00 1,982.600 13,878.20 (MISCELLANEOUS AREA) 43 TACK COAT TONN 855.0000 230,850.00 103.080 88,133.40 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 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 08:21 AM ESTIMATE NO. 19 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 06/20/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,810.00 128.000 4,736.00 128.000 4,736.00 S) 56 TRANSITION RAILING (TYPE WB) EA 3,200.0000 60,800.00 17.000 54,400.00 17.000 54,400.00 S) 57 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,550.0000 28,400.00 8.000 28,400.00 8.000 28,400.00 S) 58 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,850.0000 31,350.00 9.000 25,650.00 9.000 25,650.00 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 1,710.00 105.560 1,900.08 105.560 1,900.08 S) 64 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8600 48,074.00 30,147.000 25,926.42 60,147.000 51,726.42 S) 65 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 1,034.00 181.000 398.20 531.000 1,168.20 S) 66 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8600 129.00 286.000 245.96 286.000 245.96 S) (BROKEN 3.66 M - 0.92 M) 67 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.3000 7,200.00 2,706.000 811.80 22,706.000 6,811.80 S) (BROKEN 10.98 M - 3.66 M) 68 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4000 5,520.00 1,040.000 2,496.00 2,540.000 6,096.00 S) 69 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,600.0000 5,600.00 0.908 5,084.80 S) SYSTEM ELEMENTS DURING CONSTRUCTION 70 HIGHWAY LIGHTING LS 29,000.0000 29,000.00 0.500 14,500.00 0.500 14,500.00 S) PROGRAM CAS145 PAGE 4 DATE 06/17/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-322104 TIME 08:21 AM ESTIMATE NO. 19 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 06/20/10 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/17/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 951,089.65 15,052,441.45 ADJUSTMENT OF COMPENSATION -241,074.58 -753,964.24 EXTRA WORK 17,842.71 381,064.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 727,857.78 14,679,541.37 71 MOBILIZATION LS 734,147.0000 734,147.00 1.000 734,147.00 ORIGINAL CONTRACT AMOUNT 16,396,895.40 TOTAL WORK COMPLETED 727,857.78 15,413,688.37 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -368.00 -13,875.00 TOTAL 727,489.78 15,399,813.37 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 06/24/10 213 172 17 0 92% 98% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 06/17/10