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 10/23/07 EST. NO.07 TIME 01:29 PM R.E. NAME: ABU-MARKHIEH, OSAMA 03-1A97W4 --------------------------------------------------------------------------- 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 0018 2,003.83 E.W. @ F.A.(+) 080607 N 0341.0 0019 1,493.78 080707 N 0342.0 0020 1,393.55 080807 N 0343.0 0021 1,083.71 080907 N 0344.0 0022 951.48 081007 N 0345.0 0023 1,270.23 081407 N 0346.0 0024 1,719.17 081507 N 0347.0 0025 1,174.11 081607 N 0348.0 0026 1,753.61 081707 N 0349.0 0027 1,556.74 081807 N 0350.0 0028 1,445.45 082007 N 0351.0 0029 1,543.39 082107 N 0352.0 0030 1,451.03 082207 N 0353.0 0031 1,123.02 082307 N 0354.0 0032 424.62 082407 N 0355.0 0033 1,872.71 082507 N 0356.0 0034 1,382.79 082707 N 0357.0 0035 1,444.77 082807 N 0358.0 0036 1,148.46 082907 N 0359.0 0037 791.16 083007 N 0360.0 0038 847.89 090407 N 0361.0 0039 529.33 062207 N 0315.0 0040 822.09 062507 N 0316.0 0041 602.77 062607 N 0317.0 0042 529.66 062807 N 0318.0 0043 493.30 062907 N 0319.0 0044 631.59 070207 N 0320.0 0045 162.72 070307 N 0321.0 0046 82.38 070907 N 0322.0 0047 137.31 071007 N 0323.0 0048 780.04 071107 N 0324.0 0049 1,053.35 071207 N 0325.0 0050 790.03 071307 N 0326.0 0051 658.31 071607 N 0327.0 0052 709.97 071907 N 0328.0 0053 1,252.03 072007 N 0329.0 0054 937.28 072107 N 0330.0 0055 1,689.92 072307 N 0331.0 0056 1,653.55 072407 N 0332.0 0057 1,480.51 072507 N 0333.0 0058 1,317.37 072607 N 0334.0 0059 1,714.11 072707 N 0335.0 0060 1,845.39 073007 N 0336.0 0061 2,083.96 073107 N 0337.0 0062 2,081.76 080107 N 0338.0 0063 2,947.76 080207 N 0339.0 0064 1,546.01 080307 N 0340.0 0065 1,395.22 090507 N 0362.0 003 0017 4,729.08 E.W. @ F.A.(+) 060607 N 0067.0 007 0004 8,861.41 E.W. @ F.A.(+) 061207 N 0150.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/23/07 EST. NO.07 TIME 01:29 PM R.E. NAME: ABU-MARKHIEH, OSAMA 03-1A97W4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 71,393.71 TOTAL THIS ESTIMATE 262,054.04 TOTAL PREVIOUS ESTIMATE 333,447.75 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 10/23/07 EST. NO.07 TIME 01:29 PM R.E. NAME: ABU-MARKHIEH, OSAMA 03-1A97W4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 6/07 -1,000.00 03 PER LTR DATED 7/07 -10,000.00 04 PER LTR DATED 8/07 -5,000.00 05 RETURN 7/07 DEDUCT 10,000.00 05 PER LTR DATED 9/07 -4,000.00 06 RETURN 6/07 DEDUCT 5,000.00 06 RETURN 8/07 DEDUCT 1,000.00 06 PER LTR DATED 10/07 -5,000.00 07 -5,000.00 -9,000.00 TOTAL DEDUCTIONS -5,000.00 -9,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A97W4 TIME 01:29 PM ESTIMATE NO. 07 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 10/23/07 LOCATION RERUN PROGRESS ESTIMATE 03-COL-20-33.1/R39.4 ----------------------- TEICHERT CONSTRUCTION IN COLUSA AND SUTTER COUNTIES NEAR P O BOX 1890 COLUSA FROM 0.1 KM WEST OF MOON DAVIS CA 956171890 BEND ROAD TO 0.2 KM WEST OF HAGEMAN ROAD NEAR MERIDIAN FED. AID NO. ACNH-P020(143)E RESURFACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ 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 2,025.0000 2,025.00 1.000 2,025.00 02 TIME-RELATED OVERHEAD WDAY 800.0000 200,000.00 21.000 16,800.00 128.000 102,400.00 03 TEMPORARY FENCE (TYPE ESA) M 6.0000 54,000.00 6,943.750 41,662.50 S) 04 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.150 7,500.00 0.850 42,500.00 06 TEMPORARY FIBER ROLL M 6.0000 3,720.00 38.100 228.60 884.460 5,306.76 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,200.0000 4,800.00 4.000 4,800.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 50,400.00 5.000 14,000.00 09 TEMPORARY COVER M2 2.4000 48,000.00 0.000 0.00 10 TEMPORARY CHECK DAM M 10.0000 3,000.00 0.000 0.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 16,800.00 28.000 16,800.00 28.000 16,800.00 12 STREET SWEEPING LS 125,000.0000 125,000.00 0.150 18,750.00 0.850 106,250.00 13 CONSTRUCTION AREA SIGNS LS 6,600.0000 6,600.00 0.150 990.00 0.850 5,610.00 S) 14 TRAFFIC CONTROL SYSTEM LS 442,000.0000 442,000.00 0.150 66,300.00 0.850 375,700.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 57.2000 2,802.80 19.900 1,138.28 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.7000 13,804.00 8,108.000 13,783.60 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 3,640.00 124.000 3,224.00 S) 18 TEMPORARY PAVEMENT MARKER EA 5.5000 4,345.00 598.000 3,289.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.150 7,500.00 0.850 42,500.00 S) 20 ABANDON CULVERT M 225.0000 7,425.00 15.000 3,375.00 33.290 7,490.25 21 REMOVE METAL BEAM GUARD RAILING M 23.0000 10,580.00 57.150 1,314.45 453.390 10,427.97 S) 22 REMOVE FLARED END SECTION EA 150.0000 1,950.00 6.000 900.00 13.000 1,950.00 S) PROGRAM CAS145 PAGE 2 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A97W4 TIME 01:29 PM ESTIMATE NO. 07 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW TRAFFIC STRIPE M 9.5000 5,890.00 657.000 6,241.50 S) 24 REMOVE WHITE TRAFFIC STRIPE M 3.3000 2,970.00 604.000 1,993.20 S) 25 REMOVE PAVEMENT MARKING M2 57.0000 684.00 14.300 815.10 S) 26 REMOVE ROADSIDE SIGN EA 62.0000 3,348.00 17.000 1,054.00 21.000 1,302.00 27 REMOVE ASPHALT CONCRETE DIKE M 9.0000 3,420.00 373.000 3,357.00 28 REMOVE CULVERT M 150.0000 64,500.00 40.000 6,000.00 409.890 61,483.50 29 REMOVE INLET EA 800.0000 800.00 1.000 800.00 30 REMOVE HEADWALL EA 800.0000 3,200.00 2.000 1,600.00 31 REMOVE REINFORCED CONCRETE BOX CULVERT M3 500.0000 1,500.00 3.040 1,520.00 32 REMOVE MANHOLE EA 900.0000 900.00 1.000 900.00 33 REMOVE BASE AND SURFACING M3 20.0000 14,600.00 1,168.100 23,362.00 34 RESET ROADSIDE SIGN EA 125.0000 2,875.00 22.000 2,750.00 35 RELOCATE ROADSIDE SIGN EA 146.0000 584.00 0.000 0.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 146.0000 306,600.00 2,100.000 306,600.00 S) 37 REMOVE CONCRETE BARRIER M 150.0000 4,200.00 27.500 4,125.00 27.500 4,125.00 38 CLEARING AND GRUBBING LS 270,000.0000 270,000.00 1.000 270,000.00 39 ROADWAY EXCAVATION M3 30.0000 321,000.00 116.300 3,489.00 25,561.000 766,830.00 40 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800.00 41 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 42 IMPORTED BORROW M3 25.0000 1,075,000.00 20,698.000 517,450.00 43 IMPORTED MATERIAL (SHOULDER BACKING) TONN 28.0000 62,720.00 418.670 11,722.76 1,507.870 42,220.36 44 STRAW (EROSION CONTROL) TONN 538.0000 12,374.00 15.270 8,215.26 S) 45 FIBER (EROSION CONTROL) KG 1.2000 4,800.00 915.200 1,098.24 2,405.200 2,886.24 S) 46 COMPOST (EROSION CONTROL) M3 325.0000 11,375.00 10.300 3,347.50 34.300 11,147.50 S) 47 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,875.0000 22,500.00 1.000 1,875.00 2.000 3,750.00 S) 48 PURE LIVE SEED (EROSION CONTROL) KG 156.0000 35,880.00 118.800 18,532.80 230.000 35,880.00 S) 49 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.8000 7,200.00 937.500 1,687.50 2,842.500 5,116.50 S) PROGRAM CAS145 PAGE 3 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A97W4 TIME 01:29 PM ESTIMATE NO. 07 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STABILIZING EMULSION (EROSION CONTROL) KG 4.7000 4,136.00 44.650 209.86 452.650 2,127.46 S) 51 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.800 32,000.00 0.800 32,000.00 52 CLASS 2 AGGREGATE BASE M3 40.0000 1,556,000.00 1,001.480 40,059.20 38,877.680 1,555,107.20 53 ASPHALT CONCRETE (TYPE A) TONN 70.0000 5,656,000.00 489.940 34,295.80 79,032.230 5,532,256.10 54 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 100.0000 1,210,000.00 8,911.040 891,104.00 8,911.040 891,104.00 55 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 650.00 122.700 613.50 122.700 613.50 56 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 1,100.00 216.900 1,084.50 216.900 1,084.50 57 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 2,400.00 454.450 2,272.25 454.450 2,272.25 58 CLASS 2 CONCRETE (WINGWALLS) M3 1,900.0000 28,500.00 2.760 5,244.00 15.000 28,500.00 F) 59 CLASS 1 CONCRETE (BOX CULVERT) M3 2,000.0000 218,000.00 109.000 218,000.00 F) 60 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 66,600.00 14.340 25,812.00 37.000 66,600.00 F) 61 MINOR CONCRETE (BACKFILL) M3 140.0000 840.00 5.400 756.00 62 BAR REINFORCING STEEL KG 3.0000 1,800.00 600.000 1,800.00 SF) 63 BAR REINFORCING STEEL (BOX CULVERT) KG 2.0000 21,600.00 10,800.000 21,600.00 SF) 64 ROADSIDE SIGN - ONE POST EA 135.0000 11,070.00 29.000 3,915.00 29.000 3,915.00 65 ROADSIDE SIGN - TWO POST EA 416.0000 2,080.00 2.000 832.00 2.000 832.00 66 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 94.0000 94.00 1.000 94.00 1.000 94.00 METHOD) 67 375 MM ALTERNATIVE PIPE CULVERT M 360.0000 75,600.00 113.250 40,770.00 202.750 72,990.00 68 450 MM ALTERNATIVE PIPE CULVERT M 360.0000 237,600.00 168.200 60,552.00 690.600 248,616.00 69 600 MM ALTERNATIVE PIPE CULVERT M 540.0000 75,600.00 22.100 11,934.00 140.660 75,956.40 70 750 MM ALTERNATIVE PIPE CULVERT M 560.0000 20,160.00 37.200 20,832.00 37.200 20,832.00 71 900 MM ALTERNATIVE PIPE CULVERT M 590.0000 45,430.00 78.000 46,020.00 72 450 MM REINFORCED CONCRETE PIPE M 370.0000 8,880.00 23.000 8,510.00 73 600 MM REINFORCED CONCRETE PIPE M 580.0000 5,800.00 10.400 6,032.00 10.400 6,032.00 74 750 MM REINFORCED CONCRETE PIPE M 600.0000 12,600.00 15.000 9,000.00 75 900 MM REINFORCED CONCRETE PIPE M 650.0000 9,100.00 8.540 5,551.00 20.540 13,351.00 76 450 MM CONCRETE FLARED END SECTION EA 650.0000 1,950.00 1.000 650.00 3.000 1,950.00 PROGRAM CAS145 PAGE 4 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A97W4 TIME 01:29 PM ESTIMATE NO. 07 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 600 MM CONCRETE FLARED END SECTION EA 750.0000 1,500.00 2.000 1,500.00 78 750 MM CONCRETE FLARED END SECTION EA 750.0000 750.00 1.000 750.00 79 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 3,300.00 3.000 900.00 8.000 2,400.00 80 600 MM ALTERNATIVE FLARED END SECTION EA 350.0000 1,050.00 2.000 700.00 3.000 1,050.00 81 750 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000.00 82 900 MM ALTERNATIVE FLARED END SECTION EA 700.0000 4,200.00 1.000 700.00 6.000 4,200.00 83 MANHOLE EA 1,600.0000 1,600.00 1.000 1,600.00 84 MINOR CONCRETE (CHANNEL LINING) M3 330.0000 488,400.00 1,322.000 436,260.00 85 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 1,600.00 1.800 1,440.00 1.800 1,440.00 CONSTRUCTION) 86 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 350.0000 315,000.00 0.740 259.00 892.740 312,459.00 AND DRIVEWAY) 87 MISCELLANEOUS IRON AND STEEL KG 3.5000 9,922.50 1,025.000 3,587.50 2,385.000 8,347.50 SF) 88 FENCE (TYPE WM, METAL POST) M 13.0000 47,580.00 3,663.000 47,619.00 S) 89 3.0 M WIRE MESH GATE EA 755.0000 3,020.00 4.000 3,020.00 S) 90 DELINEATOR (CLASS 1) EA 42.0000 3,150.00 75.000 3,150.00 75.000 3,150.00 91 MARKER (CULVERT) EA 42.0000 1,344.00 32.000 1,344.00 32.000 1,344.00 92 HIGHWAY POST MARKER EA 42.0000 882.00 21.000 882.00 21.000 882.00 93 OBJECT MARKER (TYPE L-1) EA 42.0000 126.00 3.000 126.00 3.000 126.00 94 METAL BEAM GUARD RAILING (WOOD POST) M 70.0000 22,400.00 106.490 7,454.30 296.990 20,789.30 S) 95 DOUBLE METAL BEAM GUARD RAILING M 106.0000 16,960.00 38.370 4,067.22 160.290 16,990.74 S) (WOOD POST) 96 CABLE RAILING M 140.0000 6,440.00 23.850 3,339.00 23.850 3,339.00 S) 97 TRANSITION RAILING (TYPE WB) EA 3,120.0000 18,720.00 1.000 3,120.00 6.000 18,720.00 S) 98 RETURN CAP (TYPE A) EA 182.0000 182.00 2.000 364.00 3.000 546.00 S) 99 END ANCHOR ASSEMBLY (TYPE SFT) EA 712.0000 3,560.00 3.000 2,136.00 5.000 3,560.00 S) 00 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,120.0000 3,120.00 1.000 3,120.00 1.000 3,120.00 S) 01 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,350.0000 16,450.00 3.000 7,050.00 7.000 16,450.00 S) 02 THERMOPLASTIC PAVEMENT MARKING M2 52.0000 12,480.00 226.950 11,801.40 226.950 11,801.40 S) 03 THERMOPLASTIC TRAFFIC STRIPE M 0.6400 17,856.00 27,786.000 17,783.04 27,786.000 17,783.04 S) (SPRAYABLE) PROGRAM CAS145 PAGE 5 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A97W4 TIME 01:29 PM ESTIMATE NO. 07 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 45,440.00 28,147.000 45,035.20 28,147.000 45,035.20 S) 05 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2000 4,578.00 1,084.500 4,554.90 1,084.500 4,554.90 S) 06 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0500 13,650.00 12,592.000 13,221.60 12,592.000 13,221.60 S) (BROKEN 10.98 M - 3.66 M) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0500 30.45 25.000 26.25 25.000 26.25 S) (BROKEN 5.18 M - 2.14 M) 08 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.4000 20,900.00 4,734.000 20,829.60 4,734.000 20,829.60 S) PROGRAM CAS145 PAGE 6 DATE 10/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A97W4 TIME 01:29 PM ESTIMATE NO. 07 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/07 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 10/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,535,237.97 12,778,836.46 ADJUSTMENT OF COMPENSATION 0.00 98,901.42 EXTRA WORK 71,393.71 234,546.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,606,631.68 13,112,284.21 09 MOBILIZATION LS 630,000.0000 630,000.00 1.000 630,000.00 ORIGINAL CONTRACT AMOUNT 14,382,392.75 TOTAL WORK COMPLETED 1,606,631.68 13,742,284.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -9,000.00 TOTAL 1,601,631.68 13,733,284.21 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 12/19/06 250 04/16/07 01/03/07 04/21/07 127 73 0 0 90% 51% PROGRESS IS SATISFACTORY ABU-MARKHIEH, OSAMA RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/07