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 03/22/04 EST. NO.34 TIME 01:14 PM R.E. NAME: ABU-MARKHIEH, OSAMA 01-301704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 046 0107 2,558.83 E.W. @ F.A.(+) 011904 N 000106 0112 276.13 012204 N 000109 0113 218.06 012904 N 000110 0116 1,175.37 021704 N 000112 0117 847.66 021804 N 000113 052 0063 890.69 E.W. @ F.A.(+) 120303 N 000057 0075 425.90 010504 N 000086 0076 44.52 010604 N 000090 0077 44.52 010704 N 000091 0080 44.52 011004 N 000092 0081 44.52 011104 N 000093 0092 167.60 121803 N 000075 0093 44.52 010404 N 000089 0094 82.57 123003 N 000096 0096 44.52 011304 N 000097 0102 44.52 011904 N 000103 0103 159.96 122303 N 000095 0104 44.52 012004 N 000104 0105 330.55 012104 N 000105 0110 44.52 012504 N 000110 0116 44.52 021004 N 000129 0117 44.52 021104 N 000130 0118 44.52 021204 N 000131 0119 44.52 021304 N 000132 0120 44.52 021404 N 000133 0121 44.52 021504 N 000134 0122 44.52 021604 N 000135 0123 44.52 021704 N 000136 0125 44.52 021904 N 000138 0130 44.52 020304 N 000122 0131 44.52 020404 N 000123 0133 44.52 020604 N 000125 0134 44.52 020704 N 000126 0135 44.52 020804 N 000127 0136 44.52 020904 N 000128 0137 159.96 123103 N 000116 0138 180.17 012604 N 000117 0142 585,087.00 E.W. @ U.P (+) 031804 N 000164 058 0019 48.04 E.W. @ F.A.(+) 071003 N 000019 0023 1,051.37 010104 N 000023 0024 1,139.78 010204 N 000024 0025 306.00 010304 N 000025 0026 48.37 010504 N 000026 596,222.49 TOTAL THIS ESTIMATE 3,803,282.80 TOTAL PREVIOUS ESTIMATE 4,399,505.29 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 03/22/04 EST. NO.34 TIME 01:14 PM R.E. NAME: ABU-MARKHIEH, OSAMA 01-301704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE BASLINE SUBMTL -51,038.25 02 RET BASELINE SUBMTL 51,038.25 03 FAILURE COMPLY SWPPP -55,825.00 05 FAIL TO COMPLY SWPPP -37,329.40 06 RESTAKING FEES -2,400.00 06 FAILURE COMPLY SWPPP -104,048.54 07 COMPLY WITH SWPPP 197,202.94 08 RESTAKING CHARGES -2,200.00 09 FAILURE COMPLY SWPPP -251,175.28 16 COMPLY SWPPP REQMTS 251,175.28 17 CPM NOT SUBMITTED -42,710.47 28 CPM DEDUCTION RETURN 42,710.46 29 CPMDEDUCTION -128,755.05 30 CPM DEDUCTION -159,359.79 31 CPM DEDUCTION -85,947.00 32 CPM DEDUCTION -90,918.75 33 CPM DEDUCTION RETURN 128,755.50 33 CPM DEDUCTION RETURN 159,359.79 33 CPM DEDCT FEB UPDATE -169,908.75 34 CPMRETURN EST 32&33 176,865.75 34 RET 12DAYS@$1600/DY 19,200.00 34 26,157.00 -155,308.31 LABOR COMPLIANCE VIOLATION PAYROLL DISCREPANCY -10,000.00 11 PAYROLL DISCREPANCY -10,000.00 12 PAYROLL DISCREPANCY -10,000.00 13 RET DEDUCT EST #11 10,000.00 14 RET DEDUCT EST #12 10,000.00 14 LBR COMPLY VIOLATION -10,000.00 16 LABOR NON COMPLIANCE -10,000.00 17 RET LAB COMP DEDUCT 10,000.00 20 RECEIVED PAYROLLS 20,000.00 23 LABORDISCREPANCY -10,000.00 25 LABOR DISCREPANCY -10,000.00 26 LABOR DISCREPANCY -10,000.00 27 LABOR DISCREPANCY -10,000.00 28 LABOR DISCREPANCY -10,000.00 29 LABOR DISCREPANCY -10,000.00 30 RET #25,26,27,28,29 50,000.00 30 0.00 -10,000.00 LIQUIDATED DAMAGES 29 DAYS @ $1600/DAY -46,400.00 32 0.00 -46,400.00 TOTAL DEDUCTIONS 26,157.00 -211,708.31 PROGRAM CAS145 PAGE 1 DATE 03/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 01:14 PM ESTIMATE NO. 34 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 03/22/04 LOCATION RERUN PROGRESS ESTIMATE 01-MEN-101-5.7/9.2 ----------------------- PARNUM PAVING INC IN MENDOCINO COUNTY NEAR HOPLAND 1324 SOUTH STATE STREET FROM 0.2 KM SOUTH OF PIETA CREEK UKIAH CA 95482 BRIDGE TO RUSSIAN RIVER BRIDGE FED. AID NO. ACNH-P101(969)E CONSTRUCT 4 LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ASBESTOS SOILS PLAN AND MONITORING LS 100,000.0000 100,000.00 0.800 80,000.00 02 PROGRESS SCHEDULE (CRITICAL PATH) LS 6,000.0000 6,000.00 0.750 4,500.00 03 TIME-RELATED OVERHEAD WDAY 1,200.0000 360,000.00 27.000 32,400.00 393.000 471,600.00 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 1.000 100,000.00 (STORM WATER POLLUTION PREVENTION PLAN) 06 CONSTRUCTION AREA SIGNS LS 8,600.0000 8,600.00 0.830 7,138.00 07 TRAFFIC CONTROL SYSTEM LS 215,000.0000 215,000.00 1.000 215,000.00 08 TYPE III BARRICADE EA 140.0000 840.00 0.000 0.00 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 12,375.00 16,690.000 12,517.50 45,745.210 34,308.91 10 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 6,250.00 80.000 2,000.00 11 TEMPORARY PAVEMENT MARKER EA 4.8500 7,275.00 128.000 620.80 3,795.000 18,405.75 12 PORTABLE CHANGEABLE MESSAGE SIGN EA 25,000.0000 50,000.00 2.000 50,000.00 13 TEMPORARY FLASHING BEACON EA 5,200.0000 10,400.00 2.000 10,400.00 S) (SOLAR POWERED) 14 TEMPORARY RAILING (TYPE K) M 60.0000 213,600.00 2,520.000 151,200.00 15 TEMPORARY CRASH CUSHION MODULE EA 200.0000 26,000.00 0.000 0.00 16 TEMPORARY TRAFFIC SCREEN M 15.0000 53,400.00 1,610.000 24,150.00 17 ABANDON CULVERT EA 400.0000 11,600.00 37.000 14,800.00 18 ABANDON RISER EA 100.0000 100.00 1.000 100.00 19 OBLITERATE SURFACING M2 3.0000 17,670.00 5,890.000 17,670.00 20 REMOVE FENCE M 8.2000 48,380.00 5,540.960 45,435.87 21 REMOVE METAL BEAM GUARD RAILING M 16.0000 2,080.00 121.500 1,944.00 PROGRAM CAS145 PAGE 2 DATE 03/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 01:14 PM ESTIMATE NO. 34 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 03/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 16,000.00 6,701.000 26,804.00 19,449.930 77,799.72 23 REMOVE CULVERT EA 3,000.0000 57,000.00 11.000 33,000.00 24 REMOVE INLET EA 400.0000 5,600.00 15.000 6,000.00 25 REMOVE HEADWALL EA 450.0000 12,150.00 28.000 12,600.00 26 SALVAGE ROADSIDE SIGN EA 50.0000 650.00 0.000 0.00 27 RESET MAILBOX EA 200.0000 400.00 2.000 400.00 28 RESET ROADSIDE SIGN (ONE POST) EA 75.0000 225.00 3.000 225.00 29 RESET ROADSIDE SIGN (TWO POST) EA 100.0000 700.00 5.000 500.00 30 RELOCATE GATE EA 800.0000 1,600.00 2.000 1,600.00 31 RELOCATE CATTLE GUARD EA 2,500.0000 2,500.00 1.000 2,500.00 32 RELOCATE ROADSIDE SIGN-ONE POST EA 75.0000 525.00 7.000 525.00 33 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 400.00 2.000 400.00 34 REMOVE CONCRETE EA 800.0000 6,400.00 7.000 5,600.00 35 BRIDGE REMOVAL LS 47,000.0000 47,000.00 1.000 47,000.00 36 RESET TEMPORARY RAILING (TYPE K) M 4.5000 8,820.00 0.000 0.00 37 CLEARING AND GRUBBING LS 81,000.0000 81,000.00 1.000 81,000.00 38 ROADWAY EXCAVATION M3 7.9000 2,496,400.00 316,367.000 2,499,299.30 39 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 13,200.00 660.000 13,200.00 F) 40 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 34,800.00 290.000 34,800.00 F) 41 SLURRY CEMENT BACKFILL M3 140.0000 28,000.00 194.710 27,259.40 42 SAND BACKFILL M3 250.0000 45,000.00 217.400 54,350.00 43 STRAW (EROSION CONTROL) TONN 280.0000 14,560.00 52.351 14,658.28 S) 44 FIBER (EROSION CONTROL) TONN 700.0000 9,100.00 13.972 9,780.40 S) 45 COMPOST (EROSION CONTROL) TONN 600.0000 23,400.00 35.654 21,392.40 S) 46 PURE LIVE SEED (EROSION CONTROL) KG 50.0000 62,500.00 1,514.068 75,703.40 S) 47 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 1,140.00 2,530.948 1,265.47 S) 48 STABILIZING EMULSION (EROSION CONTROL) KG 2.1000 5,460.00 2,866.515 6,019.68 S) PROGRAM CAS145 PAGE 3 DATE 03/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 01:14 PM ESTIMATE NO. 34 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 03/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 49 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.500 2,500.00 50 CLASS 2 AGGREGATE SUBBASE M3 23.5000 1,123,300.00 51,296.260 1,205,462.11 51 CLASS 2 AGGREGATE BASE M3 34.8000 1,134,480.00 28,707.400 999,017.52 52 ASPHALT TREATED PERMEABLE BASE M3 98.0000 776,160.00 6,618.761 648,638.58 53 ASPHALT CONCRETE (OPEN GRADED) TONN 64.0000 436,480.00 4,015.760 257,008.64 54 ASPHALT CONCRETE (TYPE B) TONN 48.0500 2,854,170.00 51,907.400 2,494,150.57 55 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 31,500.00 2,114.550 21,145.50 AREA) 56 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.4000 6,768.00 1,438.000 3,451.20 57 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.4000 96.00 39.000 93.60 58 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.4000 7,296.00 3,599.300 8,638.32 59 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 24.00 28.000 84.00 60 RUMBLE STRIP STA 18.0000 1,980.00 60.690 1,092.42 61 RUMBLE STRIP (GROUND-IN) STA 60.0000 6,000.00 52.760 3,165.60 62 LIQUID ASPHALT, MC-250 (PRIME COAT) TONN 640.0000 61,440.00 107.540 68,825.60 63 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 780.0000 588,900.00 716.370 558,768.60 S) PILING 64 610 MM PERMANENT STEEL CASING M 200.0000 160,000.00 705.000 141,000.00 S) 65 PRESTRESSING CAST-IN-PLACE CONCRETE LS 31,000.0000 31,000.00 1.000 31,000.00 S) 66 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 56,000.00 140.000 56,000.00 F) 67 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 390,000.00 780.000 390,000.00 F) 68 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 13,500.00 45.000 13,500.00 F) (TYPE EQ) 69 MINOR CONCRETE (MINOR STRUCTURE) M3 1,172.0000 91,416.00 91.900 107,706.80 F) 70 MINOR CONCRETE (INVERT PAVING) M3 550.0000 3,300.00 6.000 3,300.00 71 MINOR CONCRETE (BACKFILL) M3 230.0000 690.00 3.000 690.00 72 JOINT SEAL (MR 40 MM) M 153.0000 8,262.00 40.500 6,196.50 S) 73 BAR REINFORCING STEEL (BRIDGE) KG 1.3500 150,525.00 111,500.000 150,525.00 SF) 74 ROADSIDE SIGN - ONE POST EA 275.0000 1,925.00 7.000 1,925.00 75 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 2.000 600.00 PROGRAM CAS145 PAGE 4 DATE 03/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 01:14 PM ESTIMATE NO. 34 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 03/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 200 MM ALTERNATIVE PIPE CULVERT M 70.0000 4,900.00 70.000 4,900.00 77 600 MM ALTERNATIVE PIPE CULVERT M 468.0000 528,840.00 1,191.180 557,472.24 78 750 MM ALTERNATIVE PIPE CULVERT M 497.0000 43,736.00 87.900 43,686.30 79 900 MM ALTERNATIVE PIPE CULVERT M 246.0000 31,980.00 95.100 23,394.60 80 1050 MM ALTERNATIVE PIPE CULVERT M 497.0000 19,880.00 68.900 34,243.30 81 1200 MM ALTERNATIVE PIPE CULVERT M 571.0000 85,650.00 150.500 85,935.50 82 1350 MM ALTERNATIVE PIPE CULVERT M 320.0000 5,440.00 16.500 5,280.00 83 450 MM CORRUGATED STEEL PIPE CONDUIT M 324.0000 12,312.00 36.180 11,722.32 (2.77 MM THICK) 84 200 MM PERFORATED PLASTIC PIPE M 41.5000 415.00 32.200 1,336.30 85 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 141,020.00 5,425.000 119,350.00 86 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 46.5000 39,525.00 796.700 37,046.55 87 FURNISH AND INSTALL DRAIN PIPE M 3.2000 2,624.00 820.000 2,624.00 (HORIZONTAL DRAIN) 88 DRILL HOLE (HORIZONTAL DRAIN) M 55.0000 39,600.00 820.000 45,100.00 89 200 MM COLLECTOR SYSTEM M 58.0000 16,820.00 132.750 7,699.50 (HORIZONTAL DRAIN) 90 FILTER FABRIC M2 3.0000 600.00 200.000 600.00 91 CLASS 1 PERMEABLE MATERIAL M3 60.0000 2,820.00 46.730 2,803.80 92 200 MM ALTERNATIVE PIPE UNDERDRAIN M 109.0000 291,030.00 2,315.000 252,335.00 93 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 474.0000 99,540.00 284.160 134,691.84 (2.77 MM THICK) 94 1050 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 2,000.00 20.300 5,075.00 (2.77 MM THICK) 95 1200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 337.0000 7,414.00 19.490 6,568.13 (2.77 MM THICK) 96 300 MM BITUMINOUS COATED CORRUGATED M 216.0000 32,400.00 109.510 23,654.16 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 97 300 MM BITUMINOUS COATED ENTRANCE TAPER EA 312.0000 9,672.00 18.000 5,616.00 98 1050 MM CSP DOWNDRAIN SLIP JOINT EA 600.0000 600.00 1.000 600.00 99 1200 MM CSP DOWNDRAIN SLIP JOINT EA 720.0000 720.00 1.000 720.00 00 300 MM ANCHOR ASSEMBLY EA 235.0000 9,870.00 21.000 4,935.00 01 CABLE ANCHORAGE SYSTEM M 59.0000 15,340.00 171.080 10,093.72 PROGRAM CAS145 PAGE 5 DATE 03/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 01:14 PM ESTIMATE NO. 34 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 03/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 02 750 MM WELDED STEEL PIPE (6.35 MM THICK) M 356.0000 12,816.00 36.000 12,816.00 03 1050 MM WELDED STEEL PIPE M 941.0000 38,581.00 41.000 38,581.00 (6.35 MM THICK) 04 1200 MM WELDED STEEL PIPE M 1,230.0000 47,970.00 39.000 47,970.00 (9.53 MM THICK) 05 600 MM STEEL FLARED END SECTION EA 230.0000 2,760.00 14.000 3,220.00 06 ROCK SLOPE PROTECTION M3 880.0000 17,600.00 9.000 7,920.00 (FACING, METHOD B) 07 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 80.0000 237,600.00 3,090.000 247,200.00 08 ROCK SLOPE PROTECTION FABRIC M2 4.1000 25,912.00 6,496.800 26,636.88 09 MISCELLANEOUS IRON AND STEEL KG 3.0000 5,832.00 1,944.000 5,832.00 SF) 10 FENCE (TYPE WM, METAL POST) M 24.5000 45,815.00 1,450.300 35,532.35 S) 11 FENCE (TYPE WM, SPECIAL) M 51.5000 183,340.00 3,003.000 154,654.50 S) 12 METAL GATE EA 1,000.0000 2,000.00 2.000 2,000.00 S) 13 DELINEATOR (CLASS 1) EA 50.0000 4,800.00 69.000 3,450.00 14 MILEPOST MARKER EA 40.0000 560.00 9.000 360.00 15 MARKER (CULVERT) EA 40.0000 3,280.00 74.000 2,960.00 16 GUARD RAILING DELINEATOR EA 12.0000 264.00 25.000 300.00 17 METAL BEAM GUARD RAILING M 49.0000 31,360.00 632.400 30,987.60 S) 18 CONCRETE BARRIER (TYPE 25) M 155.0000 16,585.00 107.000 16,585.00 F) 19 TERMINAL SECTION (TYPE B) EA 150.0000 300.00 2.000 300.00 S) 20 TERMINAL SECTION (TYPE C) EA 200.0000 400.00 2.000 400.00 S) 21 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 9,500.00 6.000 11,400.00 S) 22 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 500.00 2.000 1,000.00 S) 23 THERMOPLASTIC PAVEMENT MARKING M2 63.0000 7,560.00 6.270 395.01 105.000 6,615.00 S) 24 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9500 32,585.00 7,338.000 6,971.10 22,658.000 21,525.10 S) 25 200 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 2,800.00 141.250 1,130.00 421.000 3,368.00 S) 26 PAINT TRAFFIC STRIPE (1-COAT) M 0.2600 2,912.00 899.100 233.77 8,217.000 2,136.42 S) 27 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.4000 7,320.00 390.000 936.00 2,246.000 5,390.40 S) 28 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.1000 9,963.00 303.000 1,242.30 1,859.000 7,621.90 S) PROGRAM CAS145 PAGE 6 DATE 03/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 01:14 PM ESTIMATE NO. 34 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 03/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 29 TRAFFIC MONITORING STATION (COUNT) LS 65,600.0000 65,600.00 1.000 65,600.00 S) 30 REMOVE EXISTING TRAFFIC MONITORING LS 2,300.0000 2,300.00 1.000 2,300.00 S) STATION (COUNT) PROGRAM CAS145 PAGE 7 DATE 03/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 01:14 PM ESTIMATE NO. 34 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/19/04 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 03/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 83,250.48 13,645,911.55 ADJUSTMENT OF COMPENSATION 0.00 215,019.22 EXTRA WORK 596,222.49 4,184,486.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 679,472.97 18,045,416.84 31 MOBILIZATION LS 1453,000.0000 1,453,000.00 1.000 1,453,000.00 ORIGINAL CONTRACT AMOUNT 15,886,475.00 TOTAL WORK COMPLETED 679,472.97 19,498,416.84 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 26,157.00 -211,708.31 TOTAL 705,629.97 19,286,708.53 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 07/26/01 300 08/14/01 08/10/01 06/08/04 401 231 100 1 86% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU TAKING LD'S ABU-MARKHIEH, OSAMA RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/04