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 05/01/08 EST. NO.18 TIME 04:18 PM R.E. NAME: ABUGHARBIEH, IMAD 08-0A4234 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 030 0003 3,997.86 A.C. @ L.S.(+) 040307 N 003 0 3,997.86 TOTAL THIS ESTIMATE 682,232.45 TOTAL PREVIOUS ESTIMATE 686,230.31 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 05/01/08 EST. NO.18 TIME 04:18 PM R.E. NAME: ABUGHARBIEH, IMAD 08-0A4234 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC PRICE INDEX FLUCT -28,295.44 03 AC PRICE INDEX FLUX 28,295.44 04 POLE INSPECTION -5,000.00 05 DOCUMENTS RECEIVED 1,000.00 13 0.00 -4,000.00 LABOR COMPLIANCE VIOLATION MISSIN PAYROLL -10,000.00 10 MISSING FINAL -1,000.00 10 DOCUMENTS RECEIVED 10,000.00 13 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 05/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0A4234 TIME 04:18 PM ESTIMATE NO. 18 BID OPENING 06/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/26/07 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 05/01/08 LOCATION SEMI-FINAL ESTIMATE 08-SBD-15-12.7/R15.0 ------------------- 08-SBD-215-17.3/17.8 COFFMAN SPECIALTIES, INC IN SAN BERNARDINO COUNTY IN AND 4375 JUTLAND DRIVE, SUITE 260 NEAR RIALTO AND FONTANA AT VARIOUS SAN DIEGO, CA 92117 LOCATIONS FED. AID NO. N O N E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 1.000 12,500.00 02 TIME-RELATED OVERHEAD LS 400,000.0000 400,000.00 1.000 400,000.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 3,000.00 200.000 3,000.00 04 PREPARE STORM WATER POLLUTION LS 6,750.0000 6,750.00 1.000 6,750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 06 TEMPORARY SILT FENCE M 3.0000 30,300.00 14,866.000 44,598.00 07 TEMPORARY GRAVEL BAG BERM M 10.0000 28,000.00 2,677.000 26,770.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 7,000.00 10.000 35,000.00 09 INSTALL TEMPORARY SIGN OVERLAY EA 1,000.0000 4,000.00 2.000 2,000.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 11,000.00 55.000 11,000.00 11 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000.00 S) 12 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 S) 13 FLASHING ARROW SIGN EA 5,000.0000 20,000.00 4.000 20,000.00 S) 14 TYPE III BARRICADE EA 75.0000 1,725.00 19.000 1,425.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 15.0000 705.00 48.600 729.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 22,700.00 28,366.700 28,366.70 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,920.00 49.000 1,960.00 S) 18 TEMPORARY PAVEMENT MARKER EA 2.0000 2,900.00 3,244.000 6,488.00 S) 19 QUICKCHANGE MOVEABLE BARRIER LS 1000,000.0000 1,000,000.00 1.000 1,000,000.00 S) SYSTEM 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,500.0000 75,000.00 14.000 105,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 70.0000 613,200.00 10,441.750 730,922.50 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 12,800.00 296.000 59,200.00 S) PROGRAM CAS145 PAGE 2 DATE 05/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0A4234 TIME 04:18 PM ESTIMATE NO. 18 BID OPENING 06/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/26/07 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 05/01/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CHIP SEAL M2 10.0000 10,200.00 2,152.260 21,522.60 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 11,565.00 3,250.000 4,875.00 S) STRIPE 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 27,150.00 22,076.000 33,114.00 S) 26 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 8,250.00 70.200 1,755.00 S) 27 REMOVE PAVEMENT MARKER EA 2.0000 3,220.00 3,408.000 6,816.00 S) 28 REMOVE ASPHALT CONCRETE DIKE M 8.0000 18,800.00 1,210.730 9,685.84 29 SALVAGE METAL BRIDGE RAILING M 60.0000 3,360.00 53.530 3,211.80 S) 30 SALVAGE METAL BEAM GUARD RAILING M 50.0000 6,500.00 130.000 6,500.00 S) (WOOD POST) 31 RECONSTRUCT SINGLE THRIE BEAM BARRIER M 100.0000 31,000.00 305.000 30,500.00 S) (WOOD POST) 32 RECONSTRUCT METAL BEAM GUARD RAILING M 90.0000 10,800.00 246.580 22,192.20 S) (WOOD POST) 33 RESET CONCRETE BARRIER (TYPE K) M 25.0000 154,750.00 6,033.821 150,845.53 34 RELOCATE ROADSIDE SIGN-ONE POST EA 500.0000 1,000.00 2.000 1,000.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 288,450.00 61,109.250 274,991.63 S) 36 REPAIR PAVEMENT RECESSES M2 15.0000 225.00 15.000 225.00 (POLYESTER CONCRETE) 37 CLEAN BRIDGE DECK M2 6.0000 238,500.00 40,226.000 241,356.00 38 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 1.000 15,000.00 39 BRIDGE REMOVAL (PORTION), LOCATION B LS 15,000.0000 15,000.00 1.000 15,000.00 40 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,000.0000 5,000.00 1.000 5,000.00 41 ROADWAY EXCAVATION M3 100.0000 2,070,000.00 20,794.510 2,079,451.00 42 ROADWAY EXCAVATION (TYPE Y-1) M3 100.0000 43,000.00 430.000 43,000.00 (AERIALLY DEPOSITED LEAD) 43 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 44 SHOULDER BACKING M3 70.0000 7,000.00 184.990 12,949.30 45 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 13,000.00 65.000 13,000.00 F) 46 STRUCTURE BACKFILL (BRIDGE) M3 220.0000 12,980.00 59.000 12,980.00 F) 47 DITCH EXCAVATION M3 100.0000 67,000.00 1,122.760 112,276.00 48 FIBER (EROSION CONTROL) KG 0.8000 12,960.00 12,199.698 9,759.76 S) 49 PURE LIVE SEED (EROSION CONTROL) KG 185.0000 48,100.00 197.890 36,609.65 S) PROGRAM CAS145 PAGE 3 DATE 05/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0A4234 TIME 04:18 PM ESTIMATE NO. 18 BID OPENING 06/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/26/07 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 05/01/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 6,400.00 991.720 4,958.60 S) 51 CLASS 2 AGGREGATE BASE M3 80.0000 864,000.00 10,800.000 864,000.00 52 AGGREGATE BASE (APPROACH SLAB) M3 200.0000 38,600.00 268.700 53,740.00 53 ASPHALT CONCRETE (TYPE A) TONN 100.0000 3,150,000.00 34,808.630 3,480,863.00 54 ASPHALT CONCRETE BASE (TYPE C) TONN 140.0000 995,400.00 8,222.130 1,151,098.20 55 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 9.0000 45,900.00 3,916.520 35,248.68 AREA) 56 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.5000 12,925.00 2,007.400 11,040.70 57 SHOULDER RUMBLE STRIP M 2.0000 22,200.00 13,794.510 27,589.02 (AC, GROUND-IN INDENTATIONS) 58 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,100.0000 62,700.00 16.480 18,128.00 59 SHOULDER RUMBLE STRIP M 4.5000 66,150.00 9,174.690 41,286.11 (PCC, GROUND-IN INDENTATIONS) 60 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 61 REPLACE CONCRETE PAVEMENT M3 700.0000 5,348,000.00 8,170.130 5,719,091.00 (RAPID STRENGTH CONCRETE) 62 SEAL PAVEMENT JOINT (SILICONE) M 3.0000 18,390.00 10,283.460 30,850.38 63 SEAL LONGITUDINAL ISOLATION JOINT M 5.0000 15,300.00 4,730.580 23,652.90 64 GRIND EXISTING CONCRETE M2 7.0000 440,300.00 52,588.700 368,120.90 PAVEMENT 65 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 28,800.00 56.420 67,704.00 S) PILING 66 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 130,000.00 26.220 131,100.00 S) PILING 67 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 2,000.0000 6,000.00 3.000 6,000.00 F) 68 STRUCTURAL CONCRETE, BRIDGE M3 1,800.0000 275,400.00 153.000 275,400.00 F) 69 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 31,000.00 31.000 31,000.00 F) (TYPE N) 70 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 1,963,200.00 1,636.000 1,963,200.00 F) (TYPE R) 71 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 275,000.00 251.400 276,540.00 F) (TYPE R MODIFIED) 72 PAVING NOTCH EXTENSION M3 1,500.0000 51,000.00 32.830 49,245.00 73 DRILL AND BOND DOWEL M 150.0000 1,050.00 6.900 1,035.00 74 JOINT SEAL (MR 30 MM) M 120.0000 44,160.00 372.930 44,751.60 S) 75 JOINT SEAL ASSEMBLY (MR 70 MM) M 1,500.0000 31,500.00 22.700 34,050.00 S) 76 JOINT SEAL (MR 40 MM) M 120.0000 46,320.00 371.750 44,610.00 S) PROGRAM CAS145 PAGE 4 DATE 05/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0A4234 TIME 04:18 PM ESTIMATE NO. 18 BID OPENING 06/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/26/07 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 05/01/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 JOINT SEAL (MR 50 MM) M 200.0000 34,800.00 168.300 33,660.00 S) 78 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 101,601.00 33,867.000 101,601.00 SF) 79 TREAT BRIDGE DECK M2 7.0000 278,250.00 40,226.000 281,582.00 F) 80 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.0000 324,200.00 22,196.510 443,930.20 (LOW ODOR) 81 COLUMN CASING KG 15.0000 150,300.00 10,020.000 150,300.00 SF) 82 ROADSIDE SIGN - TWO POST EA 2,100.0000 6,300.00 9.000 18,900.00 83 SLOPE PAVING (CONCRETE) M3 400.0000 10,800.00 27.000 10,800.00 F) 84 MINOR CONCRETE (GUTTER) M3 300.0000 63,000.00 262.000 78,600.00 85 TRANSITION RAILING (TYPE WB) EA 3,650.0000 51,100.00 13.000 47,450.00 S) 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 2,700.00 5.000 13,500.00 S) 87 CONCRETE BARRIER (TYPE 732) M 300.0000 16,800.00 56.000 16,800.00 F) 88 CONCRETE BARRIER (TYPE 736) M 350.0000 431,200.00 1,232.000 431,200.00 F) 89 BARRIER MODIFICATION WORK, LOCATION A LS 3,000.0000 3,000.00 1.000 3,000.00 90 BARRIER MODIFICATION WORK, LOCATION B LS 3,000.0000 3,000.00 1.000 3,000.00 91 BARRIER MODIFICATION WORK, LOCATION C LS 3,000.0000 3,000.00 1.000 3,000.00 92 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 93 BARRIER MODIFICATION WORK, LOCATION E LS 5,000.0000 5,000.00 1.000 5,000.00 94 BARRIER MODIFICATION WORK, LOCATION F LS 3,500.0000 3,500.00 1.000 3,500.00 95 BARRIER MODIFICATION WORK, LOCATION G LS 3,000.0000 3,000.00 1.000 3,000.00 96 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 14,400.00 202.100 9,094.50 S) 97 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 66,500.00 88,784.330 88,784.33 S) (SPRAYABLE) 98 PAVEMENT MARKER EA 15.0000 72,150.00 6,350.000 95,250.00 S) (RETROREFLECTIVE-RECESSED) 99 MODIFY RAMP METERING SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 S) 00 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) 01 MODIFY LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 1.000 250,000.00 S) PROGRAM CAS145 PAGE 5 DATE 05/01/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0A4234 TIME 04:18 PM ESTIMATE NO. 18 BID OPENING 06/29/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/26/07 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 05/01/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 22,840,580.63 ADJUSTMENT OF COMPENSATION 3,997.86 509,265.84 EXTRA WORK 0.00 176,964.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,997.86 23,526,810.94 02 MOBILIZATION LS 2045,000.0000 2,045,000.00 1.000 2,045,000.00 ORIGINAL CONTRACT AMOUNT 23,621,606.00 TOTAL WORK COMPLETED 3,997.86 25,571,810.94 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 3,997.86 25,566,810.94 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/27/06 100 08/14/06 08/11/06 03/26/07 102 45 11 2 100% 100% ABUGHARBIEH, IMAD RESIDENT ENGINEER PROGRAM CAS145 DATE 05/01/08