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 05/23/06 EST. NO.17 TIME 06:19 AM R.E. NAME: ABOUZEDAN, RAAID 06-420304 --------------------------------------------------------------------------- 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 0017 101.50 E.W. @ F.A.(+) 050205 N 025 0 0023 142.61 051905 N 032 0 0034 334.11 061505 N 049 0 0037 5,781.72 100405 N 100001 0099 97.69 070605 N 100064 0103 365.57 112305 N 100068 0115 158.26 113005 N 100080 0117 158.26 112305 N 100082 0128 193.66 031506 N 315060 0129 168.06 031606 N 031606 0130 103.18 040306 N 040306 0131 103.18 040406 N 040406 0132 137.59 040506 N 040506 0133 305.70 040606 N 040606 0135 421.11 111105 N 101881 0136 175.44 032806 N 032806 0136-1 -175.44 032806 N 032806 DAO CORRECTING ENTRY 0137 1,885.64 020106 N 165758 0138 2,901.38 120105 N 165755 0139 1,411.03 022406 N 165762 0140 333.95 041906 N 167552 0141 245.38 050306 N 170092 002 0019 771.46 E.W. @ F.A.(+) 032105 N 100153 0035 299.14 020806 N 020806 013 0001 232.29 E.W. @ F.A.(+) 081405 N 100183 014 0015 7,737.51 E.W. @ F.A.(+) 102105 N 100181 24,389.98 TOTAL THIS ESTIMATE 1,028,335.37 TOTAL PREVIOUS ESTIMATE 1,052,725.35 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 05/23/06 EST. NO.17 TIME 06:19 AM R.E. NAME: ABOUZEDAN, RAAID 06-420304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPENING 9-19-05 -5,800.00 08 LATE OPEN 10-18-05 -2,900.00 09 0.00 -8,700.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 02 MISS PYRL -10,000.00 03 MISS PYRL -10,000.00 04 MISS PYRL RECD #2 10,000.00 06 MISS PYRL #3 RECD 10,000.00 10 MISS PYRL -10,000.00 12 RECD MISS PYRL #12 10,000.00 14 MISS PYRL RECD #4 10,000.00 15 MISS PYRL -4,936.39 17 -4,936.39 -4,936.39 TOTAL DEDUCTIONS -4,936.39 -13,636.39 PROGRAM CAS145 PAGE 1 DATE 05/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 06:19 AM ESTIMATE NO. 17 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: ABOUZEDAN, RAAID DATE OF THIS ESTIMATE 05/23/06 LOCATION PROGRESS ESTIMATE 06-FRE-99-10.7/15.9 ----------------- F C I CONSTRUCTORS, INC. IN FRESNO COUNTY IN AND NEAR FOWLER FROM 0.7 KM SOUTH OF MERCED STREET UNDERCROSSING TO 0.1 KM NORTH OF CENTRAL AVENUE OVERCROSSING FED. AID NO. ACNH-P099(464)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 7,500.0000 7,500.00 0.750 5,625.00 02 TIME-RELATED OVERHEAD LS 700,000.0000 700,000.00 0.720 504,000.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 20,250.00 1,577.000 23,655.00 S) 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.920 46,000.00 06 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.520 10,400.00 S) 07 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.010 5,000.00 0.930 465,000.00 S) 08 TYPE III BARRICADE EA 300.0000 7,200.00 16.000 4,800.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.6000 102,120.00 428.000 1,968.80 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 6,150.00 0.000 0.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 21,750.00 108.000 2,700.00 S) 12 TEMPORARY PAVEMENT MARKER EA 5.0000 8,350.00 0.000 0.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.010 400.00 0.930 37,200.00 S) 14 TEMPORARY RAILING (TYPE K) M 45.0000 229,500.00 3,172.800 142,776.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 250.0000 72,500.00 178.000 44,500.00 S) 16 REMOVE METAL BEAM GUARD RAILING M 25.0000 3,500.00 275.270 6,881.75 S) 17 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 15.0000 9,300.00 0.000 0.00 S) STRIPE 18 REMOVE TRAFFIC STRIPE M 3.0000 3,120.00 97.430 292.29 S) 19 REMOVE PAVEMENT MARKER EA 3.0000 390.00 21.000 63.00 S) 20 REMOVE ROADSIDE SIGN EA 50.0000 450.00 0.000 0.00 21 REMOVE ASPHALT CONCRETE DIKE M 8.0000 112,800.00 11,131.000 89,048.00 22 REMOVE ASPHALT CONCRETE SURFACING M2 15.0000 53,640.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 05/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 06:19 AM ESTIMATE NO. 17 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: ABOUZEDAN, RAAID DATE OF THIS ESTIMATE 05/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SALVAGE METAL BRIDGE RAILING M 20.0000 11,260.00 563.000 11,260.00 24 RECONSTRUCT THRIE BEAM BARRIER M 60.0000 13,800.00 274.250 16,455.00 S) 25 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 16,200.00 19.050 1,143.00 S) 26 RECONSTRUCT TERMINAL SYSTEM (TYPE SRT) EA 1,300.0000 6,500.00 0.000 0.00 S) 27 RECONSTRUCT TERMINAL ANCHOR ASSEMBLY EA 750.0000 3,750.00 0.000 0.00 S) (TYPE SFT) 28 RESET ROADSIDE SIGN EA 600.0000 5,400.00 0.000 0.00 29 ADJUST MONUMENT TO GRADE EA 700.0000 3,500.00 0.000 0.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 71,600.00 69,487.810 69,487.81 S) 31 CLEAN BRIDGE DECK M2 7.0000 25,032.00 0.000 0.00 32 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 1.000 75,000.00 33 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000.00 34 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 0.900 81,000.00 35 ROADWAY EXCAVATION M3 58.0000 519,100.00 7,313.220 424,166.76 36 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.900 4,500.00 37 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 25,700.00 514.000 25,700.00 F) 38 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 26,200.00 290.040 29,004.00 F) 39 HIGHWAY PLANTING LS 15,000.0000 15,000.00 0.000 0.00 S) 40 PRUNE EXISTING PLANTS LS 20,000.0000 20,000.00 0.000 0.00 S) 41 STRAW (EROSION CONTROL) TONN 1,500.0000 12,000.00 7.840 11,760.00 S) 42 FIBER (EROSION CONTROL) KG 2.0000 1,320.00 660.000 1,320.00 S) 43 EROSION CONTROL (MULCH) M3 35.0000 28,350.00 586.000 20,510.00 586.000 20,510.00 S) 44 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 4,000.00 1.000 800.00 S) 45 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 3,300.00 33.000 3,300.00 S) 46 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.0000 680.00 170.000 680.00 S) 47 STABILIZING EMULSION (EROSION CONTROL) KG 10.0000 1,600.00 157.000 1,570.00 S) 48 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 49 MAINTAIN EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 1.000 10,000.00 S) PROGRAM CAS145 PAGE 3 DATE 05/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 06:19 AM ESTIMATE NO. 17 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: ABOUZEDAN, RAAID DATE OF THIS ESTIMATE 05/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IRRIGATION SYSTEM LS 24,000.0000 24,000.00 0.900 21,600.00 S) 51 300 MM CORRUGATED HIGH DENSITY M 120.0000 7,800.00 71.000 8,520.00 S) POLYETHYLENE PIPE CONDUIT 52 150 MM WELDED STEEL PIPE CONDUIT M 200.0000 8,400.00 35.600 7,120.00 S) (6.35 MM THICK) 53 300 MM WELDED STEEL PIPE CONDUIT M 250.0000 18,000.00 64.800 16,200.00 S) (6.35 MM THICK) 54 CLASS 2 AGGREGATE BASE M3 60.0000 421,800.00 6,905.000 414,300.00 55 AGGREGATE BASE (APPROACH SLAB) M3 300.0000 19,500.00 34.220 10,266.00 56 ASPHALT CONCRETE (TYPE A) TONN 61.0000 3,617,300.00 159.160 9,708.76 38,277.160 2,334,906.76 57 PAVING ASPHALT (BINDER-PAVEMENT TONN 110.0000 28,600.00 77.540 8,529.40 REINFORCING FABRIC) 58 PAVEMENT REINFORCING FABRIC M2 1.1500 189,750.00 75,054.000 86,312.10 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 85.0000 38,250.00 0.000 0.00 AREA) 60 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 1,000.00 0.000 0.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 33,520.00 0.000 0.00 62 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 288.00 0.000 0.00 63 SHOULDER RUMBLE STRIP STA 80.0000 17,600.00 3.107 248.56 127.447 10,195.76 (AC, ROLLED-IN INDENTATIONS) 64 SHOULDER RUMBLE STRIP STA 100.0000 7,400.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 65 ASPHALTIC EMULSION (PAINT BINDER) TONN 200.0000 102,000.00 53.921 10,784.20 66 REPLACE CONCRETE PAVEMENT M3 715.0000 2,288,000.00 1,906.200 1,362,933.00 (RAPID STRENGTH CONCRETE) 67 CRACK EXISTING CONCRETE PAVEMENT M2 0.9500 130,150.00 45,498.120 43,223.21 68 SAWCUT CONCRETE PAVEMENT (230 MM) M 13.0000 7,540.00 1,038.200 13,496.60 3,069.152 39,898.98 69 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 350.0000 243,600.00 696.000 243,600.00 PILING 70 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 56,000.00 140.000 56,000.00 F) 71 STRUCTURAL CONCRETE, BRIDGE M3 1,155.0000 911,295.00 720.300 831,946.50 F) 72 STRUCTURAL CONCRETE, APPROACH SLAB M3 915.0000 167,445.00 45.040 41,211.60 F) (TYPE R) 73 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 50,000.00 17.920 44,800.00 F) 74 PAVING NOTCH EXTENSION M3 4,000.0000 16,000.00 0.500 2,000.00 75 DRILL AND BOND DOWEL M 75.0000 11,925.00 105.560 7,917.00 76 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,000.0000 120,000.00 20.000 120,000.00 S) GIRDER (10 M - 15 M) PROGRAM CAS145 PAGE 4 DATE 05/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 06:19 AM ESTIMATE NO. 17 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: ABOUZEDAN, RAAID DATE OF THIS ESTIMATE 05/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,900.0000 79,000.00 10.000 79,000.00 S) GIRDER (15 M - 20 M) 78 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,900.0000 49,500.00 5.000 49,500.00 S) GIRDER (20 M - 25 M) 79 ERECT PRECAST PRESTRESSED CONCRETE EA 1,700.0000 59,500.00 35.000 59,500.00 S) GIRDER 80 JOINT SEAL (MR 30 MM) M 130.0000 16,380.00 0.000 0.00 S) 81 JOINT SEAL (MR 15 MM) M 100.0000 8,500.00 0.000 0.00 S) 82 BAR REINFORCING STEEL (BRIDGE) KG 1.9100 303,117.00 157,697.800 301,202.80 SF) 83 TREAT BRIDGE DECK M2 5.0000 17,880.00 0.000 0.00 F) 84 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.0000 25,704.00 0.000 0.00 (LOW ODOR) 85 ROADSIDE SIGN - ONE POST EA 200.0000 1,800.00 0.000 0.00 86 SIGN POST SUPPORT SYSTEM EA 500.0000 4,500.00 0.000 0.00 87 450 MM REINFORCED CONCRETE PIPE M 400.0000 15,600.00 17.100 6,840.00 88 600 MM REINFORCED CONCRETE PIPE M 425.0000 21,250.00 36.850 15,661.25 89 300 MM CORRUGATED STEEL PIPE M 600.0000 12,600.00 12.000 7,200.00 (2.01 MM THICK) 90 450 MM CORRUGATED STEEL PIPE M 600.0000 9,600.00 15.250 9,150.00 (2.01 MM THICK) 91 450 MM CORRUGATED STEEL PIPE M 600.0000 13,200.00 6.500 3,900.00 (2.77 MM THICK) 92 600 MM CORRUGATED STEEL PIPE M 300.0000 10,500.00 0.000 0.00 (2.77 MM THICK) 93 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 400.0000 17,200.00 24.950 9,980.00 (2.01 MM THICK) 94 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 450.0000 3,150.00 0.000 0.00 (2.77 MM THICK) 95 450 MM STEEL FLARED END SECTION EA 1,500.0000 6,000.00 1.000 1,500.00 96 600 MM STEEL FLARED END SECTION EA 1,700.0000 1,700.00 0.000 0.00 97 450 MM ALTERNATIVE FLARED END SECTION EA 2,000.0000 6,000.00 2.000 4,000.00 98 ROCK SLOPE PROTECTION M3 1,650.0000 9,900.00 4.200 6,930.00 (BACKING NO. 2, METHOD B) 99 SLOPE PAVING (CONCRETE) M3 550.0000 143,000.00 0.000 0.00 00 SLOPE PAVING (CONCRETE, TEXTURED PAVING) M2 130.0000 96,200.00 0.000 0.00 01 ROCK SLOPE PROTECTION FABRIC M2 30.0000 1,500.00 35.000 1,050.00 02 MINOR CONCRETE (MISCELLANEOUS M3 750.0000 35,250.00 0.000 0.00 CONSTRUCTION) 03 MINOR CONCRETE (TEXTURED PAVING) M2 68.0000 159,120.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 05/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 06:19 AM ESTIMATE NO. 17 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: ABOUZEDAN, RAAID DATE OF THIS ESTIMATE 05/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MISCELLANEOUS IRON AND STEEL KG 5.0000 13,320.00 1,406.000 7,030.00 SF) 05 DELINEATOR (CLASS 1) EA 35.0000 8,750.00 0.000 0.00 06 METAL BEAM GUARD RAILING (STEEL POST) M 220.0000 7,920.00 11.430 2,514.60 S) 07 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 500.0000 2,000.00 4.000 2,000.00 S) 08 TERMINAL SECTION (TYPE B) EA 300.0000 1,200.00 2.000 600.00 S) 09 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 26,400.00 2.000 4,400.00 S) 10 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 400.0000 3,200.00 1.000 400.00 S) 11 CONCRETE BARRIER (TYPE 60A) M 250.0000 36,000.00 129.600 32,400.00 F) 12 CONCRETE BARRIER (TYPE 736) M 250.0000 70,500.00 253.800 63,450.00 F) 13 CONCRETE BARRIER (TYPE 736 B MODIFIED) M 550.0000 638,000.00 1,113.600 612,480.00 14 PROFILED THERMOPLASTIC TRAFFIC STRIPE M 4.2000 73,500.00 0.000 0.00 S) 15 THERMOPLASTIC PAVEMENT MARKING M2 36.0000 5,400.00 0.000 0.00 S) 16 THERMOPLASTIC TRAFFIC STRIPE M 0.8000 20,560.00 0.000 0.00 S) (SPRAYABLE) 17 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 1,920.00 0.000 0.00 S) 18 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 19,600.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 19 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 590.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 20 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,320.00 0.000 0.00 S) 21 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 17,160.00 0.000 0.00 S) 22 MODIFY LIGHTING LS 280,000.0000 280,000.00 0.980 274,400.00 S) 23 COMMUNICATION CONDUIT LS 470,000.0000 470,000.00 0.900 423,000.00 S) 24 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.500 25,000.00 S) PROGRAM CAS145 PAGE 6 DATE 05/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-420304 TIME 06:19 AM ESTIMATE NO. 17 BID OPENING 12/15/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/06 R.E. NAME: ABOUZEDAN, RAAID DATE OF THIS ESTIMATE 05/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 49,363.92 9,952,919.57 ADJUSTMENT OF COMPENSATION 0.00 971,922.13 EXTRA WORK 24,389.98 80,803.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 73,753.90 11,005,644.92 25 MOBILIZATION LS 1005,000.0000 1,005,000.00 1.000 1,005,000.00 ORIGINAL CONTRACT AMOUNT 15,439,966.00 TOTAL WORK COMPLETED 73,753.90 12,010,644.92 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,936.39 -13,636.39 TOTAL 68,817.51 11,997,008.53 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE PROGRAM N O N E 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 01/13/05 236 03/14/05 01/28/05 08/08/08 168 158 47 0 71% 75% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/23/05. ABOUZEDAN, RAAID RESIDENT ENGINEER PROGRAM CAS145 PAGE 14 DATE 05/23/06