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 08/21/07 EST. NO.06 TIME 08:18 AM R.E. NAME: ELSHAER KHALED 04-172404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 08/21/07 EST. NO.06 TIME 08:18 AM R.E. NAME: ELSHAER KHALED 04-172404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM MISSING -20,000.00 03 MISSING PAYROLLS -10,000.00 03 CPM SCHEDULE RETENT -198,078.71 04 RESTITUTION DEDUCT -15,000.00 04 CPM DED RETURNS 218,078.71 05 OLIEVEN VIOLATION -10,000.00 06 RETURN RESTITUTION 12,000.00 06 2,000.00 -23,000.00 LABOR COMPLIANCE VIOLATION RESTITUTION DEDUCT. -12,000.00 05 0.00 -12,000.00 TOTAL DEDUCTIONS 2,000.00 -35,000.00 PROGRAM CAS145 PAGE 1 DATE 08/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:18 AM ESTIMATE NO. 06 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: ELSHAER KHALED DATE OF THIS ESTIMATE 08/21/07 LOCATION PROGRESS ESTIMATE 04-ALA-84-21.0/23.1 ----------------- GRANITE CONSTRUCTION COMPANY IN ALAMEDA COUNTY IN AND NEAR 715 COMSTOCK STREET LIVERMORE AND PLEASANTON FROM 4.3 SANTA CLARA, CA 95054 KM EAST OF ROUTE 84 AND 680 SEPARATION TO RUBY HILLS DRIVE FED. AID NO. ACST-P084(34)E ,P-P084(34)E REALIGN CURVES AND SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ 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 7,000.0000 7,000.00 0.250 1,750.00 0.250 1,750.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 1,740,000.00 21.000 31,500.00 141.000 211,500.00 03 TEMPORARY FENCE (TYPE BW) M 60.0000 163,800.00 2,091.800 125,508.00 04 TEMPORARY PERIMETER FENCE (TYPE WM 1.8) M 65.0000 170,950.00 809.000 52,585.00 05 1200 MM TEMPORARY CULVERT M 555.0000 11,100.00 0.000 0.00 06 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.100 30,000.00 0.200 60,000.00 08 DEWATERING AND NON STORMWATER DISCHARGE LS 1,000.0000 1,000.00 0.200 200.00 CONTROL 09 TEMPORARY SILT FENCE M 8.2500 99,825.00 805.000 6,641.25 3,929.000 32,414.25 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 8,000.00 0.000 0.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 21,000.00 2.000 6,000.00 12 TEMPORARY CHECK DAM M 70.0000 3,780.00 0.000 0.00 13 MOVE IN/ MOVE OUT (HYDRAULIC EA 1,000.0000 10,000.00 0.000 0.00 MULCH-BONDED FIBER MATRIX) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 18,000.00 1.400 840.00 15 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.700 7,000.00 S) 16 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.038 3,420.00 S) 17 TYPE III BARRICADE EA 200.0000 3,000.00 6.000 1,200.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 1,000.00 0.000 0.00 S) 19 TEMPORARY TRAFFIC STRIPE (TAPE) M 50.0000 3,000.00 0.000 0.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.8000 26,460.00 2,399.000 4,318.20 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 4,480.00 8.400 268.80 S) 22 TRAFFIC PLASTIC DRUM EA 60.0000 4,800.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 08/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:18 AM ESTIMATE NO. 06 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: ELSHAER KHALED DATE OF THIS ESTIMATE 08/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 5.0000 6,200.00 176.000 880.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 26,000.0000 26,000.00 0.030 780.00 0.118 3,068.00 S) 25 TEMPORARY RAILING (TYPE K) M 40.0000 141,200.00 6.000 240.00 712.000 28,480.00 S) 26 TEMPORARY CRASH CUSHION MODULE EA 700.0000 9,800.00 18.400 12,880.00 S) 27 ABANDON CULVERT EA 800.0000 7,200.00 0.000 0.00 28 ABANDON INLET EA 1,000.0000 1,000.00 0.000 0.00 29 OBLITERATE SURFACING M2 2.5000 29,250.00 0.000 0.00 30 REMOVE FENCE M 7.0000 28,000.00 1,307.000 9,149.00 31 REMOVE METAL BEAM GUARD RAILING M 35.0000 9,450.00 0.000 0.00 32 REMOVE FLARED END SECTION EA 250.0000 2,250.00 0.000 0.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 9,250.00 1,599.000 7,995.00 STRIPE 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,950.00 1,599.000 4,797.00 35 REMOVE PAVEMENT MARKER EA 2.0000 560.00 100.000 200.00 36 REMOVE ROADSIDE SIGN EA 100.0000 6,900.00 0.000 0.00 37 REMOVE CULVERT M 30.0000 3,000.00 0.000 0.00 38 REMOVE INLET EA 679.0000 1,358.00 0.000 0.00 39 REMOVE HEADWALL EA 1,460.0000 1,460.00 0.000 0.00 40 REMOVE BASE AND SURFACING M3 31.5000 10,080.00 0.000 0.00 41 ADJUST INLET EA 1,620.0000 17,820.00 0.000 0.00 42 ADJUST MANHOLE EA 2,680.0000 2,680.00 0.000 0.00 43 MODIFY INLET TO MANHOLE EA 2,930.0000 2,930.00 0.000 0.00 44 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 22,860.00 0.000 0.00 S) 45 REMOVE CONCRETE M3 900.0000 900.00 0.500 450.00 46 CLEARING AND GRUBBING HA 500.0000 13,000.00 3.200 1,600.00 18.200 9,100.00 47 REMOVE TREE LS 250,000.0000 250,000.00 0.150 37,500.00 0.850 212,500.00 48 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.700 14,000.00 49 ROADWAY EXCAVATION M3 7.7200 4,309,304.00 113,810.000 878,613.20 275,723.910 2,128,588.59 PROGRAM CAS145 PAGE 3 DATE 08/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:18 AM ESTIMATE NO. 06 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: ELSHAER KHALED DATE OF THIS ESTIMATE 08/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 51 INTRUMENTATION, INSTALLATION, AND LS 200,000.0000 200,000.00 0.060 12,000.00 0.200 40,000.00 MONITORING 52 DRAINAGE WICK M 2.0000 166,400.00 31,400.000 62,800.00 38,700.000 77,400.00 53 STRUCTURE BACKFILL (VEHICULAR M3 36.9000 54,243.00 0.000 0.00 UNDERCROSSING) 54 SAND BACKFILL M3 117.0000 8,190.00 0.000 0.00 55 DITCH EXCAVATION M3 14.0000 41,020.00 745.000 10,430.00 928.000 12,992.00 56 GEOSYTHETIC REINFORCED EMBANKMENT M2 8.0000 146,160.00 0.000 0.00 57 TOPSOIL M3 50.0000 27,500.00 0.000 0.00 58 LINER PLANTS (PLANT GROUP M - WETLAND) EA 1.5000 17,100.00 0.000 0.00 S) 59 LINER PLANTS (PLANT GROUP M - BIOSTRIP) EA 1.5000 193,500.00 0.000 0.00 S) 60 EROSION CONTROL (TYPE B) M2 25.0000 196,000.00 0.000 0.00 S) 61 STRAW (EROSION CONTROL) TONN 500.0000 65,000.00 4.910 2,455.00 9.820 4,910.00 S) 62 EROSION CONTROL (NETTING) M2 6.8000 42,976.00 0.000 0.00 63 FIBER (EROSION CONTROL) KG 1.0000 19,300.00 636.000 636.00 1,909.000 1,909.00 S) 64 FIBER ROLLS M 12.0000 241,200.00 3,612.000 43,344.00 3,612.000 43,344.00 65 COMPOST (EROSION CONTROL) M3 350.0000 94,500.00 15.800 5,530.00 31.600 11,060.00 S) 66 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 15,000.00 1.000 1,000.00 2.000 2,000.00 S) 67 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 88,000.00 54.680 5,468.00 95.680 9,568.00 S) 68 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 5,680.00 637.000 1,274.00 1,272.020 2,544.04 S) 69 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 20,200.00 182.000 364.00 363.430 726.86 S) 70 CLASS 4 AGGREGATE SUBBASE M3 40.0000 468,000.00 0.000 0.00 71 CLASS 3 AGGREGATE BASE M3 40.0000 684,000.00 0.000 0.00 72 ASPHALT TREATED PERMEABLE BASE M3 175.0000 56,000.00 0.000 0.00 73 SEAL RANDOM CRACKS LNKM 10,000.0000 7,000.00 0.000 0.00 74 ASPHALT CONCRETE (TYPE A) TONN 68.0000 1,162,800.00 0.000 0.00 75 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 95.0000 902,500.00 0.000 0.00 76 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.6000 21,414.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 4 DATE 08/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:18 AM ESTIMATE NO. 06 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: ELSHAER KHALED DATE OF THIS ESTIMATE 08/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 250.00 0.000 0.00 78 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 8,500.00 0.000 0.00 79 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 3,500.00 0.000 0.00 80 SHOULDER RUMBLE STRIP STA 76.5000 10,710.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 81 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 315,000.00 12.150 21,870.00 12.150 21,870.00 F) 82 ROADSIDE SIGN - ONE POST EA 240.0000 3,600.00 0.000 0.00 83 450 MM ALTERNATIVE PIPE CULVERT M 319.0000 51,040.00 30.460 9,716.74 84 600 MM ALTERNATIVE PIPE CULVERT M 320.0000 38,400.00 9.140 2,924.80 85 750 MM REINFORCED CONCRETE PIPE M 500.0000 13,000.00 0.000 0.00 86 1200 MM REINFORCED CONCRETE PIPE M 550.0000 82,500.00 69.500 38,225.00 69.500 38,225.00 87 1350 MM REINFORCED CONCRETE PIPE M 640.0000 76,800.00 76.750 49,120.00 76.750 49,120.00 88 300 MM CORRUGATED STEEL PIPE M 336.0000 13,440.00 40.000 13,440.00 (2.01 MM THICK) 89 600 MM CORRUGATED STEEL PIPE M 398.0000 16,716.00 0.000 0.00 (3.51 MM THICK) 90 450 MM CORRUGATED STEEL PIPE M 384.0000 34,560.00 0.000 0.00 (3.51 MM THICK) 91 900 MM BITUMINOUS COATED CORRUGATED M 511.0000 255,500.00 108.000 55,188.00 305.000 155,855.00 STEEL PIPE (3.51 MM THICK) 92 700 MM X 500 MM CORRUGATED STEEL PIPE M 445.0000 26,700.00 60.000 26,700.00 ARCH (3.51 MM THICK) 93 6198 MM X 5436 MM STRUCTURAL STEEL PLATE M 4,950.0000 693,000.00 5.000 24,750.00 5.000 24,750.00 VEHICULAR UNDERCROSSING (7.00 MM THICK) 94 200 MM PERFORATED PLASTIC M 21.0000 137,340.00 605.000 12,705.00 2,028.000 42,588.00 PIPE UNDERDRAIN 95 200 MM PLASTIC PIPE M 49.8000 15,438.00 51.520 2,565.70 114.220 5,688.16 96 GEOCOMPOSITE DRAINAGE BLANKET M2 7.4100 153,387.00 11,409.000 84,540.69 11,409.000 84,540.69 97 PERMEABLE MATERIAL M3 82.0000 23,780.00 0.000 0.00 98 PERMEABLE MATERIAL (BLANKET) M3 80.8000 1,195,840.00 0.000 0.00 99 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 284.0000 18,460.00 0.000 0.00 (3.51 MM THICK) 00 300 MM BITUMINOUS COATED CORRUGATED M 274.0000 11,508.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 01 DRAINAGE INLET MARKER EA 75.0000 675.00 0.000 0.00 02 900 MM CORRUGATED STEEL PIPE INLET M 1,690.0000 15,210.00 0.000 0.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 5 DATE 08/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:18 AM ESTIMATE NO. 06 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: ELSHAER KHALED DATE OF THIS ESTIMATE 08/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 300 MM STEEL FLARED END SECTION EA 86.0000 86.00 0.000 0.00 04 450 MM STEEL FLARED END SECTION EA 118.0000 354.00 0.000 0.00 05 600 MM STEEL FLARED END SECTION EA 167.0000 334.00 0.000 0.00 06 900 MM STEEL FLARED END SECTION EA 456.0000 1,824.00 1.000 456.00 1.000 456.00 07 450 MM ALTERNATIVE FLARED END SECTION EA 118.0000 590.00 0.000 0.00 08 600 MM ALTERNATIVE FLARED END SECTION EA 170.0000 1,020.00 0.000 0.00 09 700 MM X 500 MM STEEL FLARED END EA 170.0000 170.00 1.000 170.00 PIPE ARCH SECTION 10 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 181.0000 9,050.00 0.000 0.00 11 ROCK SLOPE PROTECTION M3 469.0000 4,690.00 0.000 0.00 (FACING, METHOD B) 12 ROCK SLOPE PROTECTION M3 136.0000 19,040.00 35.000 4,760.00 35.000 4,760.00 (BACKING NO. 1, METHOD B) 13 ROCK SLOPE PROTECTION M3 108.0000 152,280.00 154.000 16,632.00 (BACKING NO. 2, METHOD B) 14 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 232.0000 6,960.00 0.000 0.00 15 CONCRETE (DITCH LINING) M3 600.0000 72,000.00 24.000 14,400.00 24.000 14,400.00 16 GABION FACED REINFORCED EMBANKMENT M3 203.0000 166,460.00 0.000 0.00 (POLYVINYL CHLORIDE COATED) 17 ROCK SLOPE PROTECTION FABRIC M2 2.1500 24,295.00 605.000 1,300.75 1,440.000 3,096.00 18 MISCELLANEOUS IRON AND STEEL KG 4.0000 8,752.00 346.000 1,384.00 346.000 1,384.00 SF) 19 FENCE (TYPE BW, 5 STRAND, METAL POST) M 26.5000 190,800.00 2,176.500 57,677.25 S) 20 6.4 M WIRE MESH GATE EA 1,590.0000 4,770.00 3.000 4,770.00 S) 21 DELINEATOR (CLASS 1) EA 40.0000 5,600.00 0.000 0.00 22 MARKER (CULVERT) EA 55.0000 1,320.00 0.000 0.00 23 HIGHWAY POST MARKER EA 55.0000 440.00 0.000 0.00 24 OBJECT MARKER (TYPE L-1) EA 55.0000 330.00 0.000 0.00 S) 25 METAL BEAM GUARD RAILING (STEEL POST) M 45.0000 125,100.00 0.000 0.00 S) 26 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 18,000.00 0.000 0.00 S) 27 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 4,050.00 0.000 0.00 S) 28 THERMOPLASTIC TRAFFIC STRIPE M 1.2000 9,612.00 0.000 0.00 S) (SPRAYABLE) 29 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 22,720.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 08/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:18 AM ESTIMATE NO. 06 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: ELSHAER KHALED DATE OF THIS ESTIMATE 08/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2000 3,200.00 0.000 0.00 S) 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 6,780.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 32 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 9,840.00 0.000 0.00 S) 33 INDUCTIVE LOOP DETECTOR LS 20,000.0000 20,000.00 0.000 0.00 S) 34 VIDEO IMAGE VEHICLE DETECTION SYSTEM LS 13,000.0000 13,000.00 0.000 0.00 S) 35 RELOCATE FLASHING BEACON EA 35,000.0000 35,000.00 0.000 0.00 S) 36 PULL BOX (LOCATION 1) LS 10,000.0000 10,000.00 0.000 0.00 37 PULL BOX (LOCATION 2) LS 10,000.0000 10,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 08/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-172404 TIME 08:18 AM ESTIMATE NO. 06 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: ELSHAER KHALED DATE OF THIS ESTIMATE 08/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,445,190.59 3,734,309.38 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 49,445.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,445,190.59 3,783,754.90 38 MOBILIZATION LS 1860,000.0000 1,860,000.00 0.200 372,000.00 0.950 1,767,000.00 ORIGINAL CONTRACT AMOUNT 18,624,101.00 TOTAL WORK COMPLETED 1,817,190.59 5,550,754.90 MATERIALS ON HAND ON SITE 383,304.64 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 2,000.00 -35,000.00 TOTAL 1,819,190.59 5,899,059.54 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 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 01/10/07 1160 01/25/07 01/25/07 06/23/11 141 2 0 0 29% 12% PROGRESS IS SATISFACTORY ELSHAER KHALED RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 08/21/07