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 04/24/06 EST. NO.33 TIME 02:15 PM R.E. NAME: AL-JAFRI, ABU-BAKR 11-080904 --------------------------------------------------------------------------- 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 0116 195.32 E.W. @ F.A.(+) 022706 N 744 0 0117 194.59 030906 N 748 0 0120 542.86 031006 N 793 0 0121 286.58 031106 N 794 0 0122 513.74 032006 N 795 0 002 0011 7,917.85 A.C. @ U.P.(+) 042406 N 11 0 005 0081 642.12 E.W. @ F.A.(+) 112404 N 652A 0 0084 262.01 022406 N 778 0 0085 333.45 030806 N 779 0 0086 745.88 031506 N 780 0 0087 589.04 031606 N 781 0 006 0020 687.41 E.W. @ F.A.(+) 020906 N 731 0 0021 494.95 021006 N 732 0 007 0025 410.11 E.W. @ F.A.(+) 030606 N 796 0 0027 338.95 031006 N 798 0 0028 540.60 031406 N 799 0 0029 420.15 031706 N 800 0 029 0007 773.21 E.W. @ F.A.(+) 012006 N 752 0 0008 914.70 102505 N 753 0 0012 1,346.19 111405 N 757 0 0013 4,034.30 111005 N 758 0 0015 275.14 012606 N 760 0 0016 754.67 012306 N 761 0 0018 1,124.74 062905 N 782 0 0019 650.46 080105 N 783 0 0020 728.36 100505 N 784 0 0021 476.17 100605 N 785 0 0022 1,297.16 022306 N 786 0 0023 524.01 022406 N 787 0 038 0008 320.48 E.W. @ F.A.(+) 021306 N 746 0 0009 168.14 032006 N 775 0 103 0004 3,789.65 E.W. @ F.A.(+) 010906 N 790 0 0006 1,168.20 030706 N 792 0 106 0005 714.69 E.W. @ F.A.(+) 030806 N 776 0 109 0004 366.31 E.W. @ F.A.(+) 083105 N 608 0 0007 699.30 090905 N 611 0 110 0013 1,103.86 E.W. @ F.A.(+) 020106 N 747 0 112 0011 299.19 E.W. @ F.A.(+) 022706 N 749 0 116 0002 1,654.71 E.W. @ F.A.(+) 020806 N 764 0 0003 755.39 020206 N 765 0 0004 1,647.17 020306 N 766 0 0005 2,066.44 020606 N 767 0 0006 496.12 020706 N 768 0 0008 2,425.70 020906 N 770 0 0009 445.93 020906 N 771 0 46,136.00 TOTAL THIS ESTIMATE 4,784,276.61 TOTAL PREVIOUS ESTIMATE 4,830,412.61 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 04/24/06 EST. NO.33 TIME 02:15 PM R.E. NAME: AL-JAFRI, ABU-BAKR 11-080904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-SPEC CL II -3,000.00 06 RESTAKING CHARGES -1,020.00 07 RSTK CHG DS 8 -680.00 09 RSTK CHG 353+60 -680.00 09 AGG BASE OUT-OF-SPEC -2,400.00 10 RESTAKING #53 -1,360.00 10 RESTAKING #49 -340.00 10 RESTAKING #40 -1,360.00 10 OUT OF CC R/W STEM -643.68 12 OUT-OF CC R/W FTNG -1,638.00 12 FAILED AGG. GRAD TST -1,760.00 14 ASPH PR FLUX ITEM 98 963.73 18 ASPH PR FLUX ITEM 98 3,546.11 18 ASPH PR FLUX ITEM 97 2,043.88 18 AGG OUT-OF-COMPLIANC -1,072.80 19 RESTAKING CHARGES -1,700.00 23 RESTAK CHGS #159 -1,020.00 29 RESTAK CHGS #160 -340.00 29 RESTAKING #168 -1,020.00 30 0.00 -13,480.76 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 10 DOCS RECD 10,000.00 17 O/S DOCS -10,000.00 24 DOCS RECEIVED 10,000.00 27 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS JAN -10,000.00 03 O/S PRS FEB -10,000.00 04 O/S PRS MARCH -10,000.00 06 O/S PRS APRIL -10,000.00 07 O/S PRS MAY -10,000.00 08 PRS RECD JAN 10,000.00 08 PRS RECD MARCH 10,000.00 08 O/S PRS JUNE -10,000.00 09 PRS RECD FEB 10,000.00 09 O/S PRS JULY -10,000.00 10 O/S PRS AUG -10,000.00 11 PRS RECD MAY 10,000.00 11 PRS RECD JUNE 10,000.00 11 O/S PRS SEPT -10,000.00 12 PRS RECD JULY 10,000.00 12 O/S PRS OCT -10,000.00 13 O/S PRS NOV -10,000.00 14 PRS RECD AUG 10,000.00 14 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 04/24/06 EST. NO.33 TIME 02:15 PM R.E. NAME: AL-JAFRI, ABU-BAKR 11-080904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD APRIL 10,000.00 15 O/S PRS DEC -10,000.00 17 PRS RECD SEPT 10,000.00 17 PRS RECD NOV 10,000.00 17 O/S PRS JAN -10,000.00 18 PRS RECD OCT 10,000.00 18 O/S PRS FEB -10,000.00 19 PRS RECD DEC 10,000.00 19 PRS RECD JAN 10,000.00 19 O/S PRS MARCH -10,000.00 20 PRS RECD FEB 10,000.00 20 O/S PRS APRIL -10,000.00 21 O/S PRS JUNE -10,000.00 23 PRS RECD MARCH 10,000.00 23 O/S PRS JULY -10,000.00 24 PRS RECD APRIL 10,000.00 24 O/S PRS AUG -10,000.00 25 PRS RECD JUNE 10,000.00 25 O/S PRS SEPT -10,000.00 27 O/S PRS OCT -10,000.00 28 PRS RECD JULY 10,000.00 28 PRS RECD AUG 10,000.00 28 PRS RECD SEPT 10,000.00 28 O/S PRS NOV -10,000.00 29 PRS RECD OCT 10,000.00 29 O/S PRS DEC -10,000.00 30 O/S PRS JAN -10,000.00 31 O/S PRS FEB -10,000.00 32 PRS RECD NOV 10,000.00 32 PRS RECD JAN 10,000.00 32 O/S PRS MARCH 06 -10,000.00 33 PRS RECD FEB 06 10,000.00 33 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -33,480.76 PROGRAM CAS145 PAGE 1 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 33 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 04/24/06 LOCATION PROGRESS ESTIMATE 11-SD-15-M19.0/M22.0 ----------------- COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY IN SAN DIEGO AT DAN JORDAN, AREA MANAGER VARIOUS LOCATIONS 4375 JUTLAND DRIVE, SUITE 260 SAN DIEGO,CA 92117-3632 FED. AID NO. ACIM-015 -4(191)N ,CMST-6211(32)N ,PL-6211(32)N CONSTRUCT BRIDGES AND MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 0.750 18,750.00 02 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 75,000.0000 75,000.00 0.033 2,475.00 0.972 72,900.00 DATA DELIVERY 03 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,520,000.00 16.000 32,000.00 537.000 1,074,000.00 04 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.750 11,250.00 S) PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.733 91,625.00 S) 06 SWEEPERS EA 75,000.0000 150,000.00 2.000 150,000.00 S) 07 TEMPORARY EROSION CONTROL (SEEDED) HA 4,000.0000 40,000.00 9.405 37,620.00 S) 08 MOVE-IN/MOVE-OUT EA 275.0000 4,125.00 5.000 1,375.00 (TEMPORARY EROSION CONTROL) 09 TEMPORARY GRAVEL BAGS EA 2.0000 5,960.00 10,428.000 20,856.00 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 69,000.00 26.000 78,000.00 S) 11 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 2,500.0000 62,500.00 15.000 37,500.00 S) 12 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.010 300.00 0.750 22,500.00 S) 13 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.023 5,750.00 0.705 176,250.00 S) 14 TYPE III BARRICADE EA 60.0000 1,440.00 34.000 2,040.00 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 205,500.00 0.000 0.00 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 70.0000 28,700.00 0.000 0.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 1,200.00 68,830.840 68,830.84 S) 18 TEMPORARY PAVEMENT MARKER EA 3.0000 41,700.00 29,150.000 87,450.00 S) 19 TEMPORARY DELINEATOR (CLASS 1) EA 35.0000 3,500.00 0.000 0.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 120,000.00 0.284 2,840.00 8.463 84,630.00 S) 21 TEMPORARY RAILING (TYPE K) M 40.0000 1,096,000.00 515.100 20,604.00 29,072.980 1,162,919.20 S) 22 TRAFFIC PLASTIC DRUMS EA 25.0000 9,000.00 531.000 13,275.00 S) PROGRAM CAS145 PAGE 2 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 33 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 250.0000 60,000.00 14.000 3,500.00 252.000 63,000.00 S) 24 TEMPORARY CRASH CUSHION (ADIEM) EA 5,000.0000 45,000.00 11.000 55,000.00 S) 25 ABANDON CULVERT EA 1,000.0000 4,000.00 3.000 3,000.00 26 ABANDON IRRIGATION CROSSOVER EA 500.0000 15,000.00 50.000 25,000.00 27 REMOVE CHAIN LINK FENCE M 15.0000 2,100.00 0.000 0.00 28 REMOVE METAL BEAM GUARD RAILING M 40.0000 23,200.00 11.430 457.20 761.630 30,465.20 29 REMOVE THRIE BEAM BARRIER M 40.0000 68,000.00 2,152.640 86,105.60 30 REMOVE TRAFFIC STRIPE (YELLOW) M 7.0000 20,510.00 546.000 3,822.00 S) 31 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 15.0000 108,600.00 13,026.210 195,393.15 S) MARKING 32 REMOVE ROADSIDE SIGN EA 150.0000 1,800.00 4.000 600.00 33 REMOVE SIGN STRUCTURE EA 5,000.0000 25,000.00 6.000 30,000.00 34 REMOVE SIGN PANEL EA 1,700.0000 5,100.00 2.000 3,400.00 35 REMOVE ASPHALT CONCRETE DIKE M 3.0000 2,280.00 74.000 222.00 36 REMOVE CULVERT M 50.0000 11,500.00 291.450 14,572.50 37 REMOVE INLET EA 1,000.0000 31,000.00 19.000 19,000.00 38 RECONSTRUCT METAL BEAM GUARD RAILING M 75.0000 19,500.00 0.000 0.00 39 RESET ROADSIDE SIGN EA 200.0000 7,600.00 13.000 2,600.00 40 RELOCATE ROADSIDE SIGN EA 200.0000 1,200.00 1.000 200.00 41 RELOCATE SIGN STRUCTURE EA 6,000.0000 30,000.00 4.000 24,000.00 42 MODIFY INLET EA 1,000.0000 1,000.00 1.000 1,000.00 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 7,200.00 2,425.420 9,701.68 S) (60 MM MAXIMUM) 44 REMOVE CONCRETE CURB M 20.0000 10,000.00 30.500 610.00 266.200 5,324.00 45 REMOVE CONCRETE BARRIER M 40.0000 40,000.00 330.000 13,200.00 46 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 40,100.00 4,834.730 48,347.30 47 ACCESS OPENING, SOFFIT EA 300.0000 1,800.00 6.000 1,800.00 48 CAP INLET EA 500.0000 9,500.00 7.000 3,500.00 49 CAP RISER EA 150.0000 2,850.00 9.000 1,350.00 PROGRAM CAS145 PAGE 3 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 33 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE METAL RAILING M 150.0000 15,000.00 0.000 0.00 51 REMOVE TIEBACK WALL LS 2,500.0000 2,500.00 0.000 0.00 52 REMOVE SLOPE PAVING LS 15,000.0000 15,000.00 1.000 15,000.00 53 BRIDGE REMOVAL, LOCATION A LS 600,000.0000 600,000.00 0.500 300,000.00 54 BRIDGE REMOVAL, LOCATION B LS 380,000.0000 380,000.00 0.650 247,000.00 55 BRIDGE REMOVAL (PORTION), LOCATION C LS 70,000.0000 70,000.00 1.000 70,000.00 56 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 1.000 120,000.00 57 REMOVE TREE EA 230.0000 105,800.00 496.000 114,080.00 58 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 1.000 70,000.00 59 ROADWAY EXCAVATION M3 15.0000 4,500,000.00 307,669.000 4,615,035.00 60 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 61 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 397,950.00 6,840.000 205,200.00 F) 62 STRUCTURE EXCAVATION (BRIDGE), (CARMEL) M3 30.0000 195,000.00 4,739.000 142,170.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 1,755,000.00 24,500.000 1,225,000.00 64 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 281,250.00 5,385.000 134,625.00 F) 65 STRUCTURE BACKFILL (BRIDGE), (CARMEL) M3 15.0000 78,000.00 1,504.760 22,571.40 3,053.570 45,803.55 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 141,000.00 23,701.000 711,030.00 67 PERVIOUS BACKFILL MATERIAL M3 40.0000 10,000.00 106.250 4,250.00 175.000 7,000.00 F) 68 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 88,000.00 1,716.000 68,640.00 WALL) 69 SAND BACKFILL M3 110.0000 9,900.00 104.550 11,500.50 70 DITCH EXCAVATION M3 10.0000 2,600.00 358.050 3,580.50 71 TREE GRATE EA 750.0000 9,000.00 0.000 0.00 F) 72 HIGHWAY PLANTING LS 45,000.0000 45,000.00 0.000 0.00 S) 73 ROCK MULCH M2 50.0000 46,500.00 0.000 0.00 S) 74 DECOMPOSED GRANITE M3 50.0000 3,950.00 0.000 0.00 S) 75 STRAW (EROSION CONTROL) TONN 350.0000 9,450.00 7.330 2,565.50 14.402 5,040.70 S) 76 FIBER (EROSION CONTROL) KG 1.0000 24,400.00 3,832.840 3,832.84 6,894.640 6,894.64 S) PROGRAM CAS145 PAGE 4 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 33 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER ROLLS M 7.5000 56,175.00 35,614.000 267,105.00 S) 78 FIBER ROLLS (LEFT IN PLACE) M 7.5000 117,750.00 2,339.000 17,542.50 21,534.700 161,510.25 S) 79 COMPOST (EROSION CONTROL) KG 1.1000 23,870.00 3,628.720 3,991.59 6,577.120 7,234.83 S) 80 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 7,000.00 1.000 1,000.00 S) 81 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 50.0000 4,950.00 29.680 1,484.00 37.690 1,884.50 S) 82 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 80.0000 28,800.00 87.140 6,971.20 180.680 14,454.40 S) 83 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 170.00 102.060 51.03 177.730 88.87 S) 84 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 7,110.00 340.200 1,020.60 658.000 1,974.00 S) 85 MAINTAIN EXISTING PLANTS LS 120,000.0000 120,000.00 0.040 4,800.00 S) 86 IRRIGATION SYSTEM LS 32,000.0000 32,000.00 0.680 21,760.00 S) 87 NPS 3 SUPPLY LINE (BRIDGE) M 50.0000 19,000.00 207.594 10,379.70 88 NPS 4 SUPPLY LINE (BRIDGE) M 50.0000 14,000.00 0.000 0.00 89 IRRIGATION VALVE BOX (BRIDGE) EA 2,500.0000 40,000.00 0.000 0.00 90 50 MM IRRIGATION CONDUIT (BRIDGE) M 50.0000 13,000.00 0.000 0.00 91 50 MM PLASTIC PIPE M 50.0000 8,500.00 0.000 0.00 (TREE CONTAINER DRAIN) (BRIDGE) 92 75 MM IRRIGATION CONDUIT M 75.0000 13,500.00 0.000 0.00 93 200 MM CORRUGATED HIGH DENSITY M 25.0000 7,000.00 71.860 1,796.50 POLYETHYLENE PIPE CONDUIT 94 EXTEND 250 MM CONDUIT M 100.0000 13,000.00 27.500 2,750.00 95 CLASS 2 AGGREGATE BASE M3 30.0000 1,362,000.00 50,552.005 1,516,560.15 96 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 2,335.0000 23,350.00 0.000 0.00 97 ASPHALT CONCRETE (TYPE A) TONN 57.0000 1,037,400.00 948.700 54,075.90 16,548.720 943,277.04 98 ASPHALT CONCRETE BASE (TYPE A) TONN 55.0000 2,893,000.00 39,958.510 2,197,718.05 99 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 26.0000 13,000.00 0.000 0.00 AREA) 00 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 7,600.00 1,502.160 6,008.64 01 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 360.00 28.000 112.00 02 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 8,800.00 1,538.270 6,153.08 03 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 920.00 18.000 72.00 PROGRAM CAS145 PAGE 5 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 33 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE PAVEMENT M3 180.0000 6,678,000.00 33,381.047 6,008,588.46 05 CONCRETE PAVEMENT M3 400.0000 360,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 06 SEAL PAVEMENT JOINT M 3.0000 229,200.00 44,150.000 132,450.00 68,404.560 205,213.68 07 SEAL LONGITUDINAL ISOLATION JOINT M 3.0000 27,210.00 793.000 2,379.00 8,378.880 25,136.64 08 FURNISH STEEL PILING (HP 250 X 62) M 12.0000 8,664.00 727.554 8,730.65 09 DRIVE STEEL PILE (HP 250 X 62) EA 1,375.0000 133,375.00 97.000 133,375.00 S) 10 FURNISH STEEL PILING (HP 250 X 85) M 15.0000 14,055.00 636.500 9,547.50 11 DRIVE STEEL PILE (HP 250 X 85) EA 1,375.0000 151,250.00 77.000 105,875.00 S) 12 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 421,000.00 842.000 421,000.00 S) PILING 13 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,750.0000 583,000.00 105.000 288,750.00 S) PILING 14 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,565.0000 556,605.00 130.200 333,963.00 S) PILING (CARMEL) 15 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 4,660.0000 219,020.00 46.900 218,554.00 S) PILING 16 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.467 93,400.00 S) 17 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 0.200 20,000.00 S) (CARMEL) 18 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 188,000.00 481.228 96,245.60 F) 19 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 138,000.00 585.160 117,032.00 F) (CARMEL) 20 STRUCTURAL CONCRETE, BRIDGE M3 400.0000 2,672,000.00 3,895.250 1,558,100.00 F) 21 STRUCTURAL CONCRETE, BRIDGE (CARMEL) M3 400.0000 1,600,000.00 1,602.113 640,845.20 F) 22 STRUCTURAL CONCRETE, APPROACH SLAB M3 325.0000 138,125.00 175.000 56,875.00 F) (TYPE N) 23 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,000.0000 25,000.00 0.000 0.00 24 CLASS 4 CONCRETE (BACKFILL) M3 170.0000 168,300.00 254.000 43,180.00 F) 25 CLASS 1 CONCRETE (RETAINING WALL) M3 300.0000 2,940,000.00 65.455 19,636.50 7,427.000 2,228,100.00 F) 26 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 300,000.00 11.960 11,960.00 278.925 278,925.00 F) 27 ARCHITECTURAL SURFACE (BARRIER) M2 15.0000 36,465.00 498.433 7,476.50 690.433 10,356.50 F) 28 SWIRLED PLASTER TEXTURE M2 30.0000 130,350.00 4,659.000 139,770.00 F) 29 ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 22,700.00 1,371.702 13,717.02 1,612.262 16,122.62 30 COBBLESTONE TEXTURE M2 30.0000 68,100.00 3,366.000 100,980.00 PROGRAM CAS145 PAGE 6 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 33 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRILL AND BOND DOWEL M 70.0000 9,800.00 140.000 9,800.00 32 CORE CONCRETE (40 MM) AND PRESSURE M 400.0000 52,000.00 142.100 56,840.00 S) GROUT 33 JOINT SEAL (MR 30 MM) M 95.0000 5,700.00 0.000 0.00 S) 34 JOINT SEAL ASSEMBLY (MR 80 MM) M 410.0000 44,690.00 0.000 0.00 S) 35 JOINT SEAL (MR 50 MM) M 195.0000 19,500.00 0.000 0.00 S) 36 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 1,291,200.00 4,752.100 5,702.52 677,338.000 812,805.60 SF) 37 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 896,400.00 51,513.650 61,816.38 410,222.210 492,266.65 SF)(CARMEL) 38 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 652,400.00 430,266.000 602,372.40 SF) 39 HEADED BAR REINFORCEMENT EA 20.0000 20,400.00 1,020.000 20,400.00 F) 40 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.5000 59,368.50 18,060.000 81,270.00 F) 41 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.2000 15,831.60 18,060.000 21,672.00 SF) 42 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.5000 27,324.00 0.000 0.00 F) 43 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 4.0000 24,288.00 0.000 0.00 SF) 44 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5000 96,012.00 3,740.000 16,830.00 F) 45 INSTALL SIGN STRUCTURE (TRUSS) KG 1.4000 29,870.40 3,740.000 5,236.00 SF) 46 760 MM CAST-IN-DRILLED-HOLE M 600.0000 9,000.00 5.400 3,240.00 S) CONCRETE PILE (SIGN FOUNDATION) 47 920 MM CAST-IN-DRILLED-HOLE M 650.0000 32,500.00 32.300 20,995.00 S) CONCRETE PILE (SIGN FOUNDATION) 48 1070 MM CAST-IN-DRILLED-HOLE M 690.0000 41,400.00 40.200 27,738.00 S) CONCRETE PILE (SIGN FOUNDATION) 49 1220 MM CAST-IN-DRILLED-HOLE M 735.0000 9,555.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 50 ROADSIDE SIGN - ONE POST EA 300.0000 6,300.00 0.000 0.00 51 ROADSIDE SIGN - TWO POST EA 850.0000 5,950.00 0.000 0.00 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,200.00 0.000 0.00 METHOD) 53 INSTALL SIGN PANEL ON EXISTING FRAME M2 320.0000 11,200.00 21.500 6,880.00 54 PREPARE AND STAIN CONCRETE M2 6.0000 13,620.00 1,358.247 8,149.48 1,581.877 9,491.26 55 600 MM ALTERNATIVE PIPE CULVERT M 240.0000 1,680.00 306.670 73,600.80 56 750 MM ALTERNATIVE PIPE CULVERT M 370.0000 2,220.00 0.000 0.00 57 1050 MM ALTERNATIVE PIPE CULVERT M 500.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 33 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 450 MM REINFORCED CONCRETE PIPE M 180.0000 111,600.00 350.750 63,135.00 59 600 MM REINFORCED CONCRETE PIPE M 250.0000 775,000.00 2,983.920 745,980.00 60 900 MM REINFORCED CONCRETE PIPE M 440.0000 8,800.00 17.040 7,497.60 61 1200 MM REINFORCED CONCRETE PIPE M 700.0000 10,500.00 17.700 12,390.00 62 100 MM PLASTIC PIPE UNDERDRAIN (MOD) M 45.0000 9,900.00 0.000 0.00 63 200 MM PLASTIC PIPE UNDERDRAIN M 100.0000 600.00 0.000 0.00 64 150 MM PLASTIC PIPE M 30.0000 1,350.00 42.000 1,260.00 65 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 24,000.00 39.850 7,970.00 (2.77 MM THICK) 66 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 270.0000 9,450.00 0.000 0.00 (3.51 MM THICK) 67 450 MM ALTERNATIVE PIPE DOWNDRAIN M 300.0000 3,000.00 54.760 16,428.00 68 GRATED LINE DRAIN M 375.0000 153,750.00 40.000 15,000.00 393.500 147,562.50 69 450 MM CORRUGATED STEEL PIPE RISER M 725.0000 725.00 8.880 6,438.00 (2.01 MM THICK) 70 WELDED STEEL PIPE CASING (BRIDGE) M 100.0000 11,400.00 0.000 0.00 71 600 MM ALTERNATIVE FLARED END SECTION EA 850.0000 1,700.00 0.000 0.00 72 750 MM ALTERNATIVE FLARED END SECTION EA 900.0000 900.00 0.000 0.00 73 1050 MM ALTERNATIVE FLARED END SECTION EA 1,240.0000 1,240.00 0.000 0.00 74 DEBRIS RACK EA 1,000.0000 1,000.00 0.000 0.00 75 1500 MM PRECAST CONCRETE RISER M 1,200.0000 6,000.00 2.370 2,844.00 76 450 MM ALTERNATIVE PIPE RISER M 400.0000 8,000.00 9.600 3,840.00 77 600 MM ALTERNATIVE PIPE RISER M 500.0000 5,000.00 1.000 500.00 78 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 60.0000 6,000.00 0.000 0.00 79 ROCK SLOPE PROTECTION M3 60.0000 900.00 0.000 0.00 (FACING, METHOD B) 80 ROCK SLOPE PROTECTION M3 60.0000 1,200.00 0.000 0.00 (BACKING NO. 1, METHOD B) 81 ROCK SLOPE PROTECTION M3 70.0000 7,000.00 4.400 308.00 (BACKING NO. 2, METHOD B) 82 ROCK SLOPE PROTECTION (1T, METHOD B) M3 60.0000 7,800.00 0.000 0.00 83 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 60.0000 2,400.00 0.000 0.00 84 CONCRETE (CONCRETE APRON) M3 200.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 33 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MINOR CONCRETE (DITCH LINING) M3 400.0000 76,000.00 182.960 73,184.00 86 MINOR CONCRETE (DITCH LINING - COLORED) M3 450.0000 11,250.00 135.200 60,840.00 87 ROCK SLOPE PROTECTION FABRIC M2 6.0000 1,320.00 0.000 0.00 88 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 250.0000 70,000.00 40.130 10,032.50 AND DRIVEWAY) 89 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 395,250.00 309.000 23,175.00 2,021.000 151,575.00 (GORE PAVING) 90 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 67,500.00 0.000 0.00 91 MISCELLANEOUS IRON AND STEEL KG 3.0000 52,092.00 1,468.000 4,404.00 12,962.000 38,886.00 SF) 92 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 51,600.00 1,675.000 20,100.00 SF) 93 CHAIN LINK FENCE (TYPE CL-1.8) M 55.0000 9,350.00 157.130 8,642.15 S) 94 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 625.0000 10,000.00 0.000 0.00 S) 95 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 0.000 0.00 S) 96 LOCKABLE CONTROL GATE EA 3,200.0000 6,400.00 0.000 0.00 S) 97 DELINEATOR (CLASS 1) EA 30.0000 6,750.00 0.000 0.00 98 MILEPOST MARKER EA 80.0000 960.00 0.000 0.00 S) 99 GUARD RAILING DELINEATOR EA 35.0000 7,875.00 14.000 490.00 14.000 490.00 00 METAL BEAM GUARD RAILING M 185.0000 7,400.00 163.400 30,229.00 198.900 36,796.50 S) 01 CHAIN LINK RAILING (TYPE 7) M 125.0000 51,500.00 0.000 0.00 F) 02 CONCRETE BARRIER (TYPE K) M 60.0000 204,600.00 1,700.000 102,000.00 03 TUBULAR PIPE HAND RAILING M 80.0000 6,560.00 0.000 0.00 F) 04 PERFORATED STEEL SCREEN (PILASTER) EA 1,000.0000 8,000.00 0.000 0.00 S) 05 PERFORATED STEEL SCREEN (SCONCE) EA 1,000.0000 20,000.00 0.000 0.00 S) 06 CONCRETE BARRIER (TYPE 26 MODIFIED) M 230.0000 48,300.00 115.800 26,634.00 F) 07 CONCRETE BARRIER (TYPE 26A MODIFIED) M 230.0000 322,000.00 0.000 0.00 08 CABLE RAILING M 30.0000 33,000.00 1,711.820 51,354.60 S) 09 BURIED POST ANCHOR EA 1,200.0000 1,200.00 0.000 0.00 S) 10 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 1.000 3,000.00 S) 11 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 13,200.00 1.000 2,200.00 1.000 2,200.00 S) PROGRAM CAS145 PAGE 9 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 33 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,830.0000 1,830.00 3.000 5,490.00 3.000 5,490.00 S) 13 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,400.0000 8,400.00 0.000 0.00 S) 14 CRASH CUSHION (REACT 9SCBS) EA 45,000.0000 90,000.00 0.000 0.00 S) 15 QUADGUARD CRASH CUSHION EA 35,000.0000 70,000.00 0.000 0.00 S) 16 CONCRETE BARRIER (TYPE 60 MOD) M 85.0000 18,700.00 223.500 18,997.50 17 CONCRETE BARRIER (TYPE 60S) M 85.0000 56,950.00 226.000 19,210.00 S) 18 CONCRETE BARRIER (TYPE 60SA) M 40.0000 5,800.00 0.000 0.00 F) 19 CONCRETE BARRIER (TYPE 60SC) M 40.0000 200,000.00 3,436.500 137,460.00 20 CONCRETE BARRIER (TYPE 60SE) M 50.0000 43,000.00 0.000 0.00 S) 21 CONCRETE BARRIER (TYPE 732 MODIFIED) M 65.0000 296,920.00 1,024.390 66,585.35 1,388.190 90,232.35 F) 22 CONCRETE BARRIER (TYPE 732R MODIFIED) M 125.0000 46,625.00 70.500 8,812.50 F) 23 CONCRETE BARRIER (TYPE KA26) M 125.0000 17,500.00 0.000 0.00 F) 24 CONCRETE BARRIER (TYPE KA26R) M 125.0000 17,875.00 0.000 0.00 F) 25 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 30,000.00 0.000 0.00 S) 26 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 12,500.00 0.000 0.00 S) 27 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,800.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 28 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 110.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 29 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,300.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 30 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 74,350.00 0.000 0.00 S) 31 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 30,000.00 0.000 0.00 S) 32 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 34,200.00 0.000 0.00 S) 33 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 0.005 625.00 S) 34 SIGNAL AND LIGHTING (LOCATION 2) LS 120,000.0000 120,000.00 0.045 5,400.00 S) 35 SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 0.233 27,960.00 S) 36 SIGNAL AND LIGHTING (LOCATION 4) LS 120,000.0000 120,000.00 0.252 30,240.00 S) 37 SIGNAL AND LIGHTING (LOCATION 5) LS 34,000.0000 34,000.00 0.590 20,060.00 S) 38 SIGNAL AND LIGHTING (LOCATION 6) LS 36,000.0000 36,000.00 0.167 6,012.00 0.247 8,892.00 S) PROGRAM CAS145 PAGE 10 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 33 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 47,000.0000 47,000.00 0.000 0.00 S) (LOCATION 3A) 40 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 47,000.0000 47,000.00 0.000 0.00 S) (LCOATION 4A) 41 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.051 5,100.00 S) 42 LIGHTING AND SIGN ILLUMINATION LS 390,000.0000 390,000.00 0.498 194,220.00 S) 43 LIGHTING CONDUIT (BRIDGE) M 30.0000 73,500.00 750.000 22,500.00 SF) 44 COMMUNICATION CONDUIT (BRIDGE) M 30.0000 51,870.00 20.100 603.00 SF) 45 SPRINKLER CONTROL CONDUIT (BRIDGE) M 32.0000 62,368.00 428.000 13,696.00 SF) 46 TRAFFIC MONITORING STATION (LOCATION 1) LS 48,000.0000 48,000.00 0.030 1,440.00 0.603 28,944.00 S) 47 TRAFFIC MONITORING STATION (LOCATION 2) LS 46,000.0000 46,000.00 0.680 31,280.00 S) 48 TRAFFIC MONITORING STATION (LOCATION 3) LS 43,000.0000 43,000.00 0.476 20,468.00 S) 49 FIBER OPTIC COMMUNICATION SYSTEM LS 275,000.0000 275,000.00 0.015 4,125.00 0.441 121,275.00 S) 50 RAMP METERING SYSTEM (LOCATION 1) LS 13,000.0000 13,000.00 0.998 12,974.00 S) 51 RAMP METERING SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 0.791 39,550.00 S) 52 RAMP METERING SYSTEM (LOCATION 3) LS 58,000.0000 58,000.00 0.075 4,350.00 0.801 46,458.00 S) 53 RAMP METERING SYSTEM (LOCATION 4) LS 14,000.0000 14,000.00 0.611 8,554.00 S) 54 RAMP METERING SYSTEM (LOCATION 5) LS 11,000.0000 11,000.00 0.710 7,810.00 S) 55 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 56 IMPORTED TOPSOIL M3 15.0000 219,000.00 82.100 1,231.50 15,191.470 227,872.05 PROGRAM CAS145 PAGE 11 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 33 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 614,912.01 35,318,288.18 ADJUSTMENT OF COMPENSATION 7,917.85 2,565,224.89 EXTRA WORK 38,218.15 2,265,187.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 661,048.01 40,148,700.79 57 MOBILIZATION LS 4896,231.0000 4,896,231.00 1.000 4,896,231.00 ORIGINAL CONTRACT AMOUNT 51,544,999.50 TOTAL WORK COMPLETED 661,048.01 45,044,931.79 MATERIALS ON HAND ON SITE 613,888.55 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -33,480.76 TOTAL 661,048.01 45,625,339.58 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 11/13/03 760 12/08/03 11/28/03 04/02/07 535 66 6 0 81% 70% PROGRESS IS SATISFACTORY AL-JAFRI, ABU-BAKR RESIDENT ENGINEER PROGRAM CAS145 PAGE 11 DATE 04/24/06