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 04/25/01 EST. NO.40 TIME 02:29 PM R.E. NAME: BENAVIDEZ JR., IVAN 12-035724 --------------------------------------------------------------------------- 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 0829 6,646.41 E.W. @ F.A.(+) 010301 N 003884 0831 2,335.07 010501 N 003886 0832 4,964.13 010601 N 003887 0833 5,899.47 122100 N 003875 0834 3,703.22 122600 N 003877 0835 4,015.90 122700 N 003878 0836 10,429.50 122800 N 003879 0837 5,505.56 122900 N 003880 0838 215.25 080300 Y 003692 0839 2,144.25 090600 N 001818 0840 726.13 092500 Y 003669 0841 1,332.98 110200 Y 003680 0842 799.64 110300 Y 003681 0843 804.32 010401 N 003562 0844 2,745.65 010401 N 003563 0845 1,032.35 010401 N 3563.1 0846 1,050.19 010501 N 003565 0847 916.34 010501 N 003566 0848 2,432.45 010501 N 003567 0849 1,223.42 010801 N 003569 0850 1,493.76 010801 N 003570 0851 1,452.59 010801 N 003571 0852 4,359.12 010801 N 003572 0853 1,087.94 010801 N 3572.1 0854 212.20 010901 N 003573 0855 1,069.24 010901 N 003574 0856 799.64 011001 N 003575 0857 1,348.18 011101 N 001777 0858 3,193.65 011101 N 003576 0859 4,413.63 011101 N 003577 0860 744.19 011101 N 003633 0861 714.06 030900 Y 003706 0862 424.38 041100 N 001321 0863 394.04 041800 N 003705 0864 670.97 042600 Y 003002 0865 4,830.00 081500 N 003689 0866 547.18 091300 Y 003652 0867 471.50 100300 Y 3428.1 0868 660.10 100400 Y 3430.1 0869 1,826.11 101600 N 001699 0870 4,443.63 101700 N 001707 0871 3,496.00 101900 Y 3445.1 0872 3,135.63 110100 Y 003675 0873 235.42 111500 N 001729 0874 2,072.60 122900 Y 003538 0875 499.04 010401 N 003564 0876 332.69 010501 N 003568 0877 994.64 011201 N 003578 0878 1,108.06 011201 N 003605 0879 1,535.32 011501 N 003579 0880 196.13 011501 N 003580 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 04/25/01 EST. NO.40 TIME 02:29 PM R.E. NAME: BENAVIDEZ JR., IVAN 12-035724 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0881 816.23 011501 N 003581 0882 4,805.21 011501 N 003717 0883 1,123.43 011601 N 003582 0884 799.64 011601 N 003583 0885 26.40 011601 N 3583.1 0886 707.25 011601 N 003632 0887 799.64 011701 N 003584 0888 426.03 011701 N 003585 0889 241.40 011701 N 003586 0890 799.64 011801 N 3587 0 0891 556.08 011901 N 3588 0 0892 1,076.01 011901 N 3589 0 0893 799.64 012201 N 3590 0 0894 442.56 012301 N 3591 0 0895 871.63 012301 N 3592 0 0896 1,199.24 012401 N 3620 0 0896-1 -1,199.24 012401 N 3620 0 DAO CORRECTING ENTRY 0896-2 1,211.69 012401 N 3620 0 DAO CORRECTING ENTRY 0897 1,238.58 012501 N 1770 0 0898 818.30 012501 N 3593 0 0899 3,199.92 012601 N 3594 0 0900 47.84 012601 N 3594.1 0901 1,318.84 012701 N 3595 0 0902 703.96 012901 N 3596 0 0903 799.64 012901 N 3597 0 0904 2,066.20 013001 N 1779 0 0905 857.22 013001 N 3598 0 0906 799.64 013101 N 3606 0 0907 567.94 013101 N 3607 0 0908 715.56 020101 N 3608 0 0909 799.64 020101 N 3609 0 0910 799.64 020201 N 3635 0 0911 71.15 020201 N 3718 0 0912 2,660.43 020501 N 1833 0 0913 799.64 020501 N 3636 0 0914 799.64 020601 N 003637 0915 799.64 020701 N 003638 0916 799.64 020801 N 003639 0917 674.41 020901 N 003642 0918 187.40 021001 N 001847 0919 1,143.02 020901 N 001847 0920 1,526.09 021101 N 003645 0921 136.96 011601 N 001778 0922 3,161.79 021201 N 3646 0 0923 3,113.66 021301 N 3720 0 0924 1,813.80 021301 N 3647 0 0925 547.28 030101 N 3766 0 0926 446.48 021401 N 3721 0 0927 1,190.00 021401 N 3722 0 0928 429.57 021401 N 3765 0 0929 316.30 021501 N 3724 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 04/25/01 EST. NO.40 TIME 02:29 PM R.E. NAME: BENAVIDEZ JR., IVAN 12-035724 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0930 930.97 021501 N 3725 0 0931 805.72 021601 N 3726 0 0932 316.30 021601 N 3727 0 0933 1,282.19 022301 N 1846 0 0934 639.77 022301 N 003733 0935 1,400.50 022401 N 003734 0936 1,537.79 022501 N 003735 0937 1,800.72 022501 N 003736 0938 1,629.78 022501 N 003737 0939 1,195.45 022601 N 003738 0940 1,369.43 022601 N 003739 0941 926.79 022701 N 003740 0942 1,397.29 022701 N 003741 0943 375.19 022700 N 003693 0944 1,099.84 022801 N 003743 0945 949.53 022801 N 003757 0946 799.64 030101 N 003744 0947 101.52 030101 N 003745 0948 1,129.80 030501 N 003748 0949 1,099.84 030601 N 003749 0950 860.29 030601 N 003750 0951 1,095.07 030601 N 003760 0952 909.80 030801 N 003761 0953 801.13 030901 N 003762 0954 812.09 031401 N 003768 0955 543.75 031501 N 003769 0956 541.35 031501 N 003771 002 0105 101.68 E.W. @ F.A.(+) 011701 N 3599.1 0106 917.90 122600 N 001824 0107 1,049.60 122600 N 001825 0108 1,958.80 012301 N 001831 0109 302.85 013001 N 001832 097 0118 1,310.62 E.W. @ F.A.(+) 012401 N 3615.1 0119 440.93 020501 N 3640.1 0120 572.36 021401 N 003753 0121 1,706.34 022301 N 003754 0122 571.14 022301 N 3654.1 0123 1,222.43 022601 N 003755 0124 799.64 022801 N 003756 0125 2,649.69 030301 N 003758 0126 808.66 101200 N 003650 0127 814.45 101300 Y 003651 0128 754.40 101900 Y 003688 0129 424.35 102000 Y 003708 0130 1,022.28 102800 Y 003685 0131 2,813.52 110100 Y 003673 0132 1,572.47 110200 Y 003679 0133 965.22 110300 Y 003682 0134 439.91 122700 N 001780 0135 1,137.93 122800 N 003543 0136 140.99 102700 Y 003686 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 04/25/01 EST. NO.40 TIME 02:29 PM R.E. NAME: BENAVIDEZ JR., IVAN 12-035724 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0137 187.25 110100 Y 3686.1 0138 46.62 122700 N 003542 124 0030 1,311.00 E.W. @ F.A.(+) 091400 Y 3266.1 130 0058 379.38 E.W. @ F.A.(+) 080200 N 003759 0059 804.83 101600 Y 003309 131 0001 794.15 E.W. @ F.A.(+) 072400 N 001308 0002 1,399.19 072500 N 001307 0003 714.25 080300 N 001314 0004 1,710.53 112900 N 001717 0005 2,755.42 113000 N 001718 0006 193.57 120500 N 001719 0007 580.71 011701 N 001780 145 0001 2,323.74 E.W. @ F.A.(+) 110300 N 001815 0002 2,462.85 110300 N 001813 0003 654.48 111300 N 001814 0004 701.58 111400 N 001812 0005 1,480.46 111500 N 001811 0006 1,684.69 112800 N 001743 0007 7,895.94 112900 N 001744 0008 15,998.14 113000 N 001745 0009 1,045.41 120800 N 001746 0010 711.49 121100 N 001803 0012 4,897.79 011501 N 001820 0014 24,717.00 A.C. @ L.S.(+) 030101 N 0 284,836.34 TOTAL THIS ESTIMATE 3,016,395.32 TOTAL PREVIOUS ESTIMATE 3,301,231.66 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 04/25/01 EST. NO.40 TIME 02:29 PM R.E. NAME: BENAVIDEZ JR., IVAN 12-035724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CRACKS IN RCB -109,180.00 03 CRACKS IN RCB -26,288.00 04 RETURN/CRACKS IN RCB 52,576.00 05 CRACKS IN RCB 82,892.00 08 CONCRETE FAILURE -1,050.00 24 CONCRETE FAILURE 82 -1,050.00 28 CONCRETE FAIL-I-74 -1,626.50 33 PCC GRADING FAILURE -4,478.60 36 0.00 -8,205.10 LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLLS -10,000.00 22 RETURN DEDUCTIONS 10,000.00 27 UNSATISFACTORY PAYRO -5,000.00 29 DELINQUENT PAYROLL -5,000.00 30 RET UNSATIS PAYROLL 5,000.00 32 UNSATISFACTORY PR'S -10,000.00 33 UNSAT. PAYROLL -10,000.00 35 PAYROLL UNSAT. -10,000.00 36 PAYROLL DEDUCT -10,000.00 37 0.00 -45,000.00 TOTAL DEDUCTIONS 0.00 -53,205.10 PROGRAM CAS145 PAGE 1 DATE 04/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:29 PM ESTIMATE NO. 40 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 04/25/01 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-5-41.5/43.5 ----------------------- MCM CONSTRUCTION, INC IN ORANGE COUNTY IN ANAHEIM, P.O. BOX 620 FULLERTON AND BUENA PARK FROM 0.4 NORTH HIGHLANDS, CA 95660 MILE SOUTH OF MAGNOLIA AVENUE OVERCROSSING TO 0.1 MILE NORTH OF BEACH BOULEVARD FED. AID NO. N O N E WIDEN FREEWAY, CONSTRUCT BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.750 11,250.00 002 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.500 2,500.00 PLAN 003 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.270 13,500.00 0.950 47,500.00 004 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.330 3,960.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.110 16,500.00 0.900 135,000.00 (S) 006 TYPE III BARRICADE EA 75.0000 8,250.00 17.000 1,275.00 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,100.00 376.000 13,160.00 008 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.800 20,000.00 009 TEMPORARY RAILING (TYPE K) LF 6.0000 366,000.00 6,680.000 40,080.00 78,929.000 473,574.00 010 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 122.000 30,500.00 (S) 011 TEMPORARY TRAFFIC SCREEN LF 2.0000 83,400.00 41,700.000 83,400.00 012 ABANDON CULVERT EA 2,500.0000 2,500.00 2.000 5,000.00 013 ABANDON SEWER LF 19.0000 47,500.00 2,500.000 47,500.00 014 ABANDON SEWER MANHOLE EA 1,700.0000 13,600.00 8.000 13,600.00 015 REMOVE CHAIN LINK FENCE LF 1.3000 9,607.00 12,466.000 16,205.80 016 REMOVE METAL BEAM GUARD RAILING LF 3.5000 20,685.00 4,684.000 16,394.00 017 REMOVE DOUBLE METAL BEAM BARRIER LF 4.0000 17,200.00 3,925.000 15,700.00 018 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 19,480.00 7,674.000 3,069.60 213,023.000 85,209.20 019 REMOVE PAVEMENT MARKER EA 2.0000 4,380.00 49.000 98.00 16,614.000 33,228.00 020 REMOVE ROADSIDE SIGN EA 50.0000 5,500.00 110.000 5,500.00 021 REMOVE SIGN STRUCTURE EA 3,000.0000 30,000.00 7.670 23,010.00 022 REMOVE CULVERT LF 50.0000 11,000.00 398.000 19,900.00 PROGRAM CAS145 PAGE 2 DATE 04/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:29 PM ESTIMATE NO. 40 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 04/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PIPE LF 20.0000 108,000.00 377.000 7,540.00 5,696.000 113,920.00 024 REMOVE INLET EA 630.0000 11,970.00 8.000 5,040.00 38.000 23,940.00 025 REMOVE HEADWALL EA 600.0000 3,000.00 10.000 6,000.00 026 REMOVE RETAINING WALL SQFT 1.5000 19,050.00 0.000 0.00 027 REMOVE RETAINING WALL (PORTION) LF 30.0000 4,500.00 0.000 0.00 028 REMOVE MASONARY BLOCKWALL LF 6.0000 14,100.00 1,266.000 7,596.00 029 REMOVE CONCRETE PAVEMENT SQYD 2.0000 88,000.00 88,298.500 176,597.00 030 RELOCATE SIGN PANEL EA 1,200.0000 2,400.00 0.000 0.00 031 ADJUST SEWER MANHOLE EA 750.0000 1,500.00 5.000 3,750.00 032 MODIFY SEWER MANHOLE EA 10,000.0000 20,000.00 2.000 20,000.00 033 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 1,650.00 0.000 0.00 (.25' MAXIMUM) 034 REMOVE CONCRETE CURB LF 1.0000 17,800.00 14,668.000 14,668.00 035 REMOVE CONCRETE (CROSS GUTTER) SQYD 4.0000 800.00 568.000 2,272.00 036 REMOVE CONCRETE (SIDEWALK) SQYD 2.0000 8,640.00 3,598.500 7,197.00 037 REMOVE CONCRETE (CHANNEL) CY 20.0000 10,600.00 681.430 13,628.60 038 REMOVE CONCRETE BARRIER LF 10.0000 2,100.00 0.000 0.00 039 CAP SEWER MANHOLE EA 3,000.0000 3,000.00 1.000 3,000.00 040 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 0.000 0.00 041 BRIDGE REMOVAL, LOCATION A LS 70,000.0000 70,000.00 1.000 70,000.00 042 BRIDGE REMOVAL, LOCATION B LS 30,000.0000 30,000.00 1.000 30,000.00 043 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000.00 044 BRIDGE REMOVAL (PORTION), LOCATION B LS 6,000.0000 6,000.00 1.000 6,000.00 045 BRIDGE REMOVAL (PORTION), LOCATION C LS 2,000.0000 2,000.00 1.000 2,000.00 046 CLEARING AND GRUBBING LS 67,500.0000 67,500.00 1.000 67,500.00 047 ROADWAY EXCAVATION CY 10.0000 526,000.00 1,450.000 14,500.00 311,240.000 3,112,400.00 048 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 883,300.00 17,666.100 883,305.00 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 431,910.00 14,355.000 430,650.00 (F) PROGRAM CAS145 PAGE 3 DATE 04/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:29 PM ESTIMATE NO. 40 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 04/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 311,800.00 12,308.000 307,700.00 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 369,108.00 20,506.000 369,108.00 (F) 052 PERVIOUS BACKFILL MATERIAL CY 30.0000 1,800.00 60.000 1,800.00 (F) 053 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 39,960.00 1,332.000 39,960.00 (F) WALL) 054 SAND BACKFILL CY 115.0000 1,150.00 745.000 85,675.00 055 DITCH EXCAVATION CY 9.0000 8,010.00 0.000 0.00 056 EARTH RETAINING STRUCTURE SQFT 30.0000 360,000.00 12,000.000 360,000.00 (F) 057 IMPORTED BORROW CY 0.0100 1,570.00 14,249.000 142.49 058 HIGHWAY PLANTING LS 7,000.0000 7,000.00 0.000 0.00 (S) 059 EROSION CONTROL ACRE 1,500.0000 45,000.00 1.000 1,500.00 1.000 1,500.00 (S) 060 PLANT ESTABLISHMENT WORK LS 3,000.0000 3,000.00 0.000 0.00 (S) 061 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 (S) 062 WATER METER LS 9,500.0000 9,500.00 0.000 0.00 (S) 063 10" CORRUGATED HIGH DENSITY LF 45.0000 6,300.00 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 064 CLASS 2 AGGREGATE BASE CY 14.0000 537,600.00 40,126.710 561,773.94 065 CLASS 3 AGGREGATE BASE CY 16.0000 22,080.00 1,104.400 17,670.40 066 LEAN CONCRETE BASE CY 95.0000 155,800.00 1,424.800 135,356.00 067 ASPHALT TREATED PERMEABLE BASE CY 40.0000 732,000.00 101.000 4,040.00 20,379.200 815,168.00 068 ASPHALT CONCRETE (BRIDGE) TON 100.0000 4,600.00 0.000 0.00 069 ASPHALT CONCRETE TON 30.0000 807,000.00 1,142.500 34,275.00 26,848.470 805,454.10 070 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 8.0000 105,600.00 216.400 1,731.20 5,472.200 43,777.60 AREA) 071 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.5000 7,290.00 3,121.000 4,681.50 072 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.5000 22,650.00 679.000 1,018.50 9,236.000 13,854.00 073 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 1.5000 1,125.00 104.000 156.00 822.000 1,233.00 074 CONCRETE PAVEMENT CY 90.0000 3753,000.00 246.000 22,140.00 45,525.900 4,097,331.00 075 SEAL PAVEMENT JOINT LF 1.1500 72,680.00 3,384.000 3,891.60 155,004.000 178,254.60 076 FURNISH 16" STEEL PIPE PILING LF 24.0000 112,320.00 4,680.000 112,320.00 PROGRAM CAS145 PAGE 4 DATE 04/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:29 PM ESTIMATE NO. 40 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 04/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE 16" STEEL PIPE PILE EA 600.0000 49,800.00 83.000 49,800.00 (S) 078 144" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 330,000.00 217.000 325,500.00 (S) PILING 079 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 20,400.00 674.000 20,220.00 (S) (PILASTER) 080 FURNISH PILING (CLASS 100) LF 12.0000 111,600.00 9,250.000 111,000.00 081 DRIVE PILE (CLASS 100) EA 600.0000 122,400.00 204.000 122,400.00 (S) 082 FURNISH PILING (CLASS 70) LF 11.5000 330,970.00 28,767.860 330,830.39 083 DRIVE PILE (CLASS 70) EA 600.0000 351,000.00 585.000 351,000.00 (S) 084 FURNISH PILING (CLASS 45) LF 11.0000 739,937.00 67,768.230 745,450.53 085 DRIVE PILE (CLASS 45) EA 600.0000 1016,400.00 1,706.000 1,023,600.00 (S) 086 FURNISH 16" CAST-IN-STEEL SHELL LF 29.0000 1516,700.00 52,300.090 1,516,702.61 CONCRETE PILING 087 FURNISH STATE FURNISHED 16" CAST-IN- LF 1.0000 5,400.00 6,769.000 6,769.00 STEEL SHELL CONCRETE PILING 088 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 800.0000 888,000.00 1,110.000 888,000.00 (S) PILE 089 16" CAST-IN-DRILLED-HOLE CONCRETE LF 20.0000 17,000.00 850.000 17,000.00 (S) PILING (BARRIER) 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 950,000.0000 950,000.00 0.820 779,000.00 (S) 091 TIEBACK ANCHOR EA 1,800.0000 99,000.00 56.000 100,800.00 092 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 1240,400.00 6,207.000 1,241,400.00 (F) 093 STRUCTURAL CONCRETE, BRIDGE CY 295.0000 11159,260.00 1,365.000 402,675.00 34,324.000 125,580.00 (F) 094 STRUCTURAL CONCRETE, RETAINING WALL CY 220.0000 1708,740.00 7,827.000 1,721,940.00 (F) 095 STRUCTURAL CONCRETE, APPROACH SLAB CY 250.0000 25,500.00 51.000 12,750.00 (F) (TYPE EQ MODIFIED) 096 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 64,200.00 321.000 64,200.00 (F) (TYPE N) 097 CLASS A CONCRETE (BOX CULVERT) CY 400.0000 1406,000.00 3,511.600 1,404,640.00 (F) 098 PRECAST CONCRETE BOX LF 500.0000 80,000.00 160.000 80,000.00 099 MINOR CONCRETE (MINOR STRUCTURE) CY 850.0000 269,450.00 6.100 5,185.00 333.791 283,722.35 (F) 100 SOUND WALL CAP LF 7.0000 30,436.00 4,429.000 31,003.00 (F) 101 PILASTER, SOUND WALL CY 500.0000 134,500.00 184.000 92,000.00 (SF) 102 PILASTER, RETAINING WALL CY 400.0000 11,200.00 10.000 4,000.00 (F) 103 PILASTER, OVERCROSSING EA 1,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 04/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:29 PM ESTIMATE NO. 40 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 04/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE SURFACE TEXTURE SQFT 3.5000 181,492.50 51,855.000 181,492.50 (F) 105 FRACTURED RIB TEXTURE SQFT 2.5000 1,950.00 780.000 1,950.00 (F) 106 DRILL AND BOND DOWEL LF 15.0000 25,200.00 1,782.000 26,730.00 (F) 107 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 75.0000 50,400.00 672.000 50,400.00 108 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 56,000.00 8.000 56,000.00 GIRDER (60'-70') 109 ERECT PRECAST PRESTRESSED CONCRETE EA 900.0000 7,200.00 8.000 7,200.00 (S) GIRDER 110 REFINISH BRIDGE DECK SQFT 7.0000 11,032.00 800.000 5,600.00 (F) 111 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 7.0000 123,851.00 17,693.000 123,851.00 (SF) 112 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 471,996.00 39,913.000 478,956.00 (SF) 113 PTFE BEARING EA 2,200.0000 35,200.00 16.000 35,200.00 (S) 114 PTFE SPHERICAL BEARING EA 1,900.0000 53,200.00 28.000 53,200.00 (S) 115 JOINT SEAL ASSEMBLY (MR 4 1/2") LF 250.0000 20,500.00 82.000 20,500.00 (S) 116 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 280.0000 23,800.00 85.000 23,800.00 (S) 117 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 800.0000 288,000.00 180.000 144,000.00 (S) 118 JOINT SEAL (TYPE A MODIFIED) LF 15.0000 8,250.00 126.000 1,890.00 (S) 119 JOINT SEAL ASSEMBLY (MR 9 1/2") LF 500.0000 40,500.00 81.000 40,500.00 (S) 120 JOINT SEAL ASSEMBLY (MR 10 1/2") LF 550.0000 22,550.00 41.000 22,550.00 (S) 121 JOINT SEAL ASSEMBLY (MR 12") LF 580.0000 23,780.00 41.000 23,780.00 (S) 122 JOINT SEAL ASSEMBLY (MR 12 1/2") LF 600.0000 24,600.00 41.000 24,600.00 (S) 123 JOINT SEAL ASSEMBLY (MR 13") LF 630.0000 25,830.00 41.000 25,830.00 (S) 124 BAR REINFORCING STEEL (BRIDGE) LB 0.4500 4474,260.00 398,062.000 179,127.90 9,713,943.000 4,371,274.35 (SF) 125 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4700 395,282.22 839,740.000 394,677.80 (SF) 126 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 456,725.20 1,143,265.000 457,306.00 (SF) 127 ISOLATION CASING LB 3.0000 22,650.00 7,550.000 22,650.00 (SF) 128 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 1.7500 14,420.00 8,240.000 14,420.00 (F) 129 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 4,120.00 8,240.000 4,120.00 (SF) 130 FURNISH SIGN STRUCTURE (TRUSS) LB 1.7500 221,812.50 121,280.000 212,240.00 (F) PROGRAM CAS145 PAGE 6 DATE 04/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:29 PM ESTIMATE NO. 40 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 04/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 50,700.00 121,280.000 48,512.00 (SF) 132 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 225.0000 8,100.00 15.000 3,375.00 (S) (SIGN FOUNDATION) 133 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 62,500.00 215.200 53,800.00 (S) (SIGN FOUNDATION) 134 METAL (RAIL MOUNTED SIGN) LB 6.0000 3,720.00 308.000 1,848.00 616.000 3,696.00 135 ROADSIDE SIGN - ONE POST EA 120.0000 7,920.00 13.000 1,560.00 50.000 6,000.00 136 ROADSIDE SIGN - TWO POST EA 200.0000 3,000.00 2.000 400.00 12.000 2,400.00 137 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,300.00 2.000 200.00 9.000 900.00 METHOD) 138 INSTALL SIGN OVERLAY SQFT 20.0000 180.00 0.000 0.00 139 INSTALL SIGN PANEL EA 600.0000 600.00 0.000 0.00 140 ABUTMENT LUMBER BLOCKING MFBM 2,000.0000 18,800.00 9.400 18,800.00 (F) 141 PAINT CONCRETE SURFACES SQFT 1.0000 53,376.00 16,395.000 16,395.00 (F) 142 CLEAN AND PAINT STEEL PILING LS 2,000.0000 2,000.00 0.250 500.00 (S) 143 18" ALTERNATIVE PIPE CULVERT LF 30.0000 32,100.00 1,700.000 51,000.00 144 24" ALTERNATIVE PIPE CULVERT LF 35.0000 243,950.00 98.000 3,430.00 8,044.000 281,540.00 145 36" ALTERNATIVE PIPE CULVERT LF 55.0000 22,000.00 56.000 3,080.00 472.000 25,960.00 146 18" REINFORCED CONCRETE PIPE LF 36.0000 14,400.00 342.000 12,312.00 147 24" REINFORCED CONCRETE PIPE LF 45.0000 22,950.00 596.000 26,820.00 148 36" REINFORCED CONCRETE PIPE LF 56.0000 101,920.00 1,712.000 95,872.00 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 150 JACKED 24" REINFORCED CONCRETE PIPE LF 400.0000 28,800.00 660.840 264,336.00 (CLASS III) 151 JACKED 36" REINFORCED CONCRETE PIPE LF 525.0000 63,000.00 152.000 79,800.00 (CLASS III) 152 18" SLOTTED CORRUGATED STEEL PIPE LF 70.0000 70,700.00 948.000 66,360.00 (0.138" THICK) 153 3" PLASTIC PIPE (EDGE DRAIN) LF 5.0000 61,500.00 13,415.000 67,075.00 154 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 15.0000 26,250.00 1,787.000 26,805.00 155 6" WELDED STEEL PIPE (.134" THICK) LF 35.0000 25,900.00 176.000 6,160.00 156 8" NAVY JET FUEL LINE LS 400,000.0000 400,000.00 0.900 360,000.00 157 8" WELDED STEEL PIPE (.134" THICK) LF 45.0000 4,140.00 90.000 4,050.00 598.000 26,910.00 PROGRAM CAS145 PAGE 7 DATE 04/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:29 PM ESTIMATE NO. 40 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 04/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 JACKED 42" WELDED STEEL PIPE LF 520.0000 317,200.00 605.000 314,600.00 (.75" THICK) 159 JACKED 72" WELDED STEEL PIPE LF 780.0000 312,000.00 400.000 312,000.00 (.75" THICK) 160 36" PRECAST CONCRETE PIPE MANHOLE LF 300.0000 8,100.00 19.500 5,850.00 161 72" PRECAST CONCRETE PIPE SEWER MANHOLE LF 750.0000 69,750.00 96.000 72,000.00 (S) 162 24" CLAY SEWER PIPE LF 140.0000 256,200.00 1,868.000 261,520.00 (S) 163 39" CLAY SEWER PIPE LF 240.0000 264,000.00 1,121.000 269,040.00 (S) 164 60" PRECAST CONCRETE PIPE SEWER MANHOLE LF 780.0000 78,000.00 103.000 80,340.00 (S) 165 ROCK SLOPE PROTECTION CY 100.0000 1,100.00 15.260 1,526.00 (FACING, METHOD B) 166 CONCRETE (DITCH LINING) CY 150.0000 108,000.00 9.000 1,350.00 167 MINOR CONCRETE (MISCELLANEOUS CY 170.0000 226,100.00 90.680 15,415.60 1,299.340 220,887.80 CONSTRUCTION) 168 MINOR CONCRETE CY 600.0000 13,200.00 0.000 0.00 (PATTERN STAMPED CONCRETE) 169 MINOR CONCRETE (GUTTER) LF 25.0000 3,000.00 133.000 3,325.00 170 MISCELLANEOUS IRON AND STEEL LB 1.0000 62,806.00 2,030.000 2,030.00 57,522.000 57,522.00 (SF) 171 MISCELLANEOUS METAL LB 3.0000 108,000.00 36,000.000 108,000.00 (SF)(RESTRAINER - CABLE TYPE) 172 MISCELLANEOUS METAL (BRIDGE) LB 2.5000 50,350.00 19,280.000 48,200.00 (SF) 173 MISCELLANEOUS METAL (RETAINING WALL) LB 4.0000 1,080.00 0.000 0.00 (SF) 174 BRIDGE DECK DRAINAGE SYSTEM LB 3.0000 185,550.00 4,588.000 13,764.00 57,263.000 171,789.00 (SF) 175 CHAIN LINK FENCE (TYPE CL-6) LF 7.5000 13,575.00 0.000 0.00 (S) 176 6' CHAIN LINK GATE (TYPE CL-6) EA 350.0000 350.00 0.000 0.00 (S) 177 15" CHAIN LINK GATE (TYPE CL-6) EA 600.0000 1,200.00 0.000 0.00 (S) 178 DELINEATOR (CLASS 1) EA 35.0000 1,190.00 0.000 0.00 179 INSTALL MEDIAN MILEAGE PANEL EA 300.0000 2,400.00 0.000 0.00 180 CHAIN LINK RAILING (TYPE 7) LF 26.0000 100,074.00 987.000 25,662.00 (SF) 181 CONCRETE BARRIER (TYPE 25) LF 27.0000 360,477.00 13,351.000 360,477.00 (F) 182 CONCRETE BARRIER (TYPE 25A) LF 27.5000 7,590.00 276.000 7,590.00 (F) 183 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 28.0000 15,848.00 566.000 15,848.00 (F) 184 CONCRETE BARRIER (TYPE 25R) LF 34.0000 3,332.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 8 DATE 04/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:29 PM ESTIMATE NO. 40 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 04/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 38.0000 5,282.00 0.000 0.00 (F) 186 CONCRETE BARRIER (TYPE 27A MODIFIED) LF 40.0000 105,520.00 2,631.000 105,240.00 (F) 187 CONCRETE BARRIER (TYPE 27A) LF 36.0000 32,256.00 744.000 26,784.00 (F) 188 CONCRETE BARRIER (TYPE 27B MOD) LF 39.0000 3,003.00 916.000 35,724.00 189 CONCRETE BARRIER (TYPE 27SV) LF 44.0000 11,880.00 269.000 11,836.00 (F) 190 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 37.0000 2,479.00 67.000 2,479.00 (F) 191 CONCRETE BARRIER (TYPE 29M) LF 42.0000 77,532.00 993.000 41,706.00 (F) 192 CONCRETE BARRIER (TYPE 60) LF 30.0000 147,300.00 8,589.000 257,670.00 193 CONCRETE BARRIER (TYPE 60 MOD) LF 40.0000 31,200.00 185.000 7,400.00 194 CONCRETE BARRIER (TYPE 60C) LF 42.0000 240,660.00 7,579.000 318,318.00 (F) 195 CONCRETE BARRIER (TYPE 60C MOD) LF 46.0000 95,266.00 1,521.000 69,966.00 (F) 196 CONCRETE BARRIER (TYPE 60D) LF 30.0000 1,470.00 1,894.000 56,820.00 (F) 197 CONCRETE BARRIER (TYPE 60D MOD) LF 50.0000 66,000.00 844.000 42,200.00 (F) 198 CONCRETE BARRIER (TYPE 60E MOD) LF 80.0000 40,000.00 474.000 37,920.00 199 CABLE RAILING LF 9.0000 1,674.00 0.000 0.00 (SF) 200 CRASH CUSHION ATTENUATING TERMINAL EA 5,000.0000 115,000.00 2.000 10,000.00 21.000 105,000.00 (S) (C.A.T.) 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 43,200.00 179,185.000 53,755.50 (S) 202 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 13,800.00 15,899.000 9,539.40 (S) 203 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 3,681.00 8,585.000 3,863.25 (S) (BROKEN 12-3) 204 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 32,662.50 2,491.000 9,341.25 (S) 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 102.00 0.000 0.00 (S) (BROKEN 6-1) 206 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 754.80 1,233.000 419.22 (S) (BROKEN 17-7) 207 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2400 67,200.00 8,552.000 2,052.48 285,176.000 68,442.24 (S) 208 PAINT PAVEMENT MARKING SQFT 1.5000 4,800.00 473.000 709.50 2,373.000 3,559.50 (S) 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 18,100.00 282.000 282.00 15,801.000 15,801.00 (S) 210 PAVEMENT MARKER (REFLECTIVE) EA 3.2500 46,475.00 210.000 682.50 16,132.000 52,429.00 (S) 211 SIGNAL AND LIGHTING LS 60,000.0000 60,000.00 0.880 52,800.00 (S) (CITY STREET LOCATION 1) PROGRAM CAS145 PAGE 9 DATE 04/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:29 PM ESTIMATE NO. 40 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 04/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 MODIFY SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 0.150 3,000.00 (S) (CITY STREET, LOCATION 2) 213 LIGHTING (CITY STREET) LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 214 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.100 15,000.00 0.500 75,000.00 (S) 215 HIGH MAST LIGHTING SYSTEM LS 250,000.0000 250,000.00 0.740 185,000.00 (S) 216 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 4,000.00 0.000 0.00 (S) 217 INTERCONNECTION CONDUIT AND CABLE LS 5,000.0000 5,000.00 0.100 500.00 0.700 3,500.00 (S) 218 COMMUNICATION CONDUIT LS 200,000.0000 200,000.00 0.900 180,000.00 (S) 219 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.800 40,000.00 (S) 220 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 0.850 85,000.00 (S) 221 RAMP METERING SYSTEM (LOCATION 1) LS 40,000.0000 40,000.00 0.750 30,000.00 (S) 222 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.760 30,400.00 (S) 223 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.250 15,000.00 0.750 45,000.00 (S) 224 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.350 21,000.00 0.650 39,000.00 (S) 225 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 60,000.0000 60,000.00 0.100 6,000.00 0.350 21,000.00 (S) 226 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 227 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 553.00 780.000 546.00 (BROKEN 36-12) 228 SIGNAL AND LIGHTING (LOCATION 4) LS 50,000.0000 50,000.00 0.000 0.00 229 COMMUNICATION SYSTEM LS 5,000.0000 5,000.00 0.850 4,250.00 (CITY OF BUENA PARK) PROGRAM CAS145 PAGE 10 DATE 04/25/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:29 PM ESTIMATE NO. 40 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/01 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 04/25/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 873,071.88 48,423,138.92 ADJUSTMENT OF COMPENSATION 24,717.00 891,361.55 EXTRA WORK 260,119.34 2,409,870.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,157,908.22 51,724,370.58 230 MOBILIZATION LS 5024,829.0000 5024,829.00 1.000 5,024,829.00 ORIGINAL CONTRACT AMOUNT 51,991,316.72 TOTAL WORK COMPLETED 1,157,908.22 56,749,199.58 MATERIALS ON HAND ON SITE 315,730.68 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -53,205.10 TOTAL 1,157,908.22 57,011,725.16 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 04/17/98 942 05/02/98 05/02/98 08/01/01 1079 0 58 0 93% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING EXTENSION BY CCO BENAVIDEZ JR., IVAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/25/01