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 12/21/01 EST. NO.28 TIME 02:33 PM R.E. NAME: BANKSTON, TROY 11-001934 --------------------------------------------------------------------------- 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 9026 87.79 E.W. @ F.A.(+) 101901 N 0528.0 9027 87.79 101801 N 0527.0 9028 177.09 101701 N 0526.0 9029 87.79 101701 N 0525.0 9030 87.79 101601 N 0524.0 9031 87.79 101501 N 0523.0 9032 176.03 101501 N 0522.0 9033 87.79 101201 N 0521.0 9034 87.79 101101 N 0520.0 9035 87.79 101001 N 0519.0 9036 87.79 100901 N 0518.0 9037 87.79 100801 N 0517.0 9038 87.79 100501 N 0516.0 9039 87.79 100401 N 0515.0 9040 87.79 100301 N 0514.0 9041 87.79 100201 N 0513.0 9042 87.79 100101 N 0512.0 9043 87.79 092801 N 0511.0 9044 87.79 092701 N 0510.0 9045 87.79 092601 N 0509.0 9046 87.79 092501 N 0508.0 9047 87.79 092401 N 0507.0 9074 96.60 091001 N 0696 0 9075 96.60 091301 N 0697 0 9076 96.60 091401 N 0698 0 9077 96.60 091801 N 0699 0 9078 96.60 091901 N 0700 0 9079 96.60 092001 N 0701 0 9080 96.60 092101 N 0702 0 9082 193.19 092501 N 0704 0 9083 193.19 092601 N 0705 0 9084 193.19 092401 N 0706 0 9103 758.95 062900 N 501 0 9105 96.60 092801 N 0894 0 9106 193.19 100901 N 0895 0 9107 132.82 101101 N 0896 0 9108 193.19 101801 N 0897 0 9109 170.83 101901 N 0898 0 9110 176.47 062201 N 0563.0 9111 96.36 061801 N 0562.0 9112 87.79 102201 N 0564.0 9113 87.79 110901 N 0580.0 9114 87.79 110801 N 0579.0 9115 87.79 110701 N 0578.0 9116 383.18 110601 N 0577.0 9117 87.79 110601 N 0576.0 9118 371.50 110501 N 0575.0 9119 87.79 110501 N 0574.0 9120 87.79 110201 N 0573.0 9121 87.79 110101 N 0572.0 9122 87.79 103101 N 0571.0 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 12/21/01 EST. NO.28 TIME 02:33 PM R.E. NAME: BANKSTON, TROY 11-001934 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 9123 87.79 103001 N 0570.0 9124 87.79 102901 N 0569.0 9125 87.79 102601 N 0568.0 9126 87.79 102501 N 0567.0 9127 87.79 102401 N 0566.0 9128 87.79 102301 N 0565.0 9129 390.98 101700 N 515 0 004 6946 552.48 E.W. @ F.A.(+) 082001 N 0900 0 007 9066 256.24 E.W. @ F.A.(+) 103101 N 0902 0 9067 533.52 103101 N 0583.0 011 0110 3,407.46 E.W. @ F.A.(+) 062100 N 35.0 0 0111 6,236.91 033000 N 5 0 014 4893 160.22 E.W. @ F.A.(+) 030201 N 0586.0 4894 208.68 020201 N 0585.0 4895 1,150.00 110101 N 887 0 4896 4,196.81 083101 N 888 0 4897 4,082.50 101501 N 889 0 4898 4,041.68 103001 N 668 0 4899 1,409.44 092401 N 666 0 4900 4,009.02 081501 N 667 0 4901 336.67 081601 N 669 0 4902 309.07 091301 N 670 0 4903 336.67 101101 N 671 0 4904 168.34 110801 N 890 0 4905 168.34 110801 N 891 0 016 0005 96.50 E.W. @ F.A.(+) 042000 N 46 0 023 0003-1 -632.50 E.W. @ F.A.(+) 020701 N 0004 0 DAO CORRECTING ENTRY 0003-2 550.00 020701 N 0004 0 DAO CORRECTING ENTRY 025 0003 5,986.79 E.W. @ F.A.(+) 052400 N 15 0 0004 2,470.04 052500 N 16 0 027 0010 -2,854.44 A.C. @ U.P.(-) 112001 N 9010 0 029 1757 948.16 E.W. @ F.A.(+) 073001 N 0903 0 031 6994 3,161.12 E.W. @ F.A.(+) 102901 N 851 0 6995 1,900.46 103101 N 850 0 7000 3,928.60 110801 N 853 0 7001 90.56 111501 N 940 0 7003 680.78 110101 N 852 0 036 0004 -12,150.99 A.C. @ U.P.(-) 092601 N 9004 0 039 9113 150.53 E.W. @ F.A.(+) 102501 N 0592.0 9114 519.07 021201 N 0591.0 9116 207.90 110901 N 854 0 9117 3,521.27 110901 N 938 0 9118 1,801.56 111101 N 855 0 9119 1,114.81 111401 N 939 0 9120 544.36 092401 N 606A 0 9121 544.36 092501 N 606B 0 9122 544.36 092601 N 606C 0 040 9129 9,086.94 A.C. @ L.S.(+) 111601 Y 0001 0 044 0001 1,446.44 E.W. @ L.S.(+) 061101 Y 0001 0 047 9072 6,727.17 E.W. @ F.A.(+) 101901 N 955 0 9073 307.95 111801 N 959 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 12/21/01 EST. NO.28 TIME 02:33 PM R.E. NAME: BANKSTON, TROY 11-001934 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 9074 4,852.82 102501 N 957 0 9075 6,274.79 102401 N 956 0 9076 568.44 101701 N 953 0 9077 2,019.03 101201 N 952 0 9078 1,502.71 101101 N 950 0 9079 361.98 100401 N 945 0 9080 373.96 100201 N 943 0 9109 3,095.90 111701 N 958 0 9110 567.58 081601 N 941 0 9111 1,178.68 100501 N 947 0 049 9013 574.28 E.W. @ F.A.(+) 081501 N 0781 0 9014 612.18 082401 N 0782 0 9015 231.40 101001 N 0783 0 9032 761.42 110101 N 0600.0 9033 1,096.55 102201 N 0599.0 9035 220.97 093001 N 884 0 9036 2,381.36 091801 N 880 0 9037 749.86 082101 N 867 0 9038 1,132.78 082801 N 870 0 9039 923.76 082201 N 866 0 9040 2,858.16 082201 N 868 0 9041 2,333.70 082301 N 869 0 9042 4,855.62 091901 N 881 0 9043 473.87 072301 N 960 0 9044 2,504.73 100601 N 969 0 9045 4,825.50 092001 N 882 0 9047 1,172.56 092201 N 883 0 9048 101.61 091301 N 877 0 9049 211.24 091701 N 879 0 9050 164.15 091001 N 876 0 9051 92.42 090501 N 874 0 9052 289.37 082701 N 871 0 9053 733.94 091601 N 878 0 9054 733.94 090901 N 875 0 9055 366.98 090201 N 872 0 9056 973.01 090301 N 873 0 9057 3,905.13 090201 N 962 0 9058 606.19 091901 N 963 0 9059 931.07 100201 N 964 0 9060 2,519.07 100401 N 967 0 9061 3,783.62 100401 N 966 0 9062 788.00 100501 N 968 0 9063 412.04 101501 N 972 0 9064 2,019.92 100901 N 970 0 051 4817 1,139.53 E.W. @ F.A.(+) 100401 N 856 0 057 0036 231.04 E.W. @ F.A.(+) 110601 N 858 0 0037 1,018.26 103101 N 857 0 0038 858.34 103001 N 777 0 0039 733.33 111701 N 973 0 059 9006 1,380.00 E.W. @ F.A.(+) 081701 N 675 0 060 6928 869.34 E.W. @ F.A.(+) 090501 N 555 0 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 12/21/01 EST. NO.28 TIME 02:33 PM R.E. NAME: BANKSTON, TROY 11-001934 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 063 9420-1 -958.93 E.W. @ F.A.(+) 101801 N 0664.0 DAO CORRECTING ENTRY 9420-2 960.03 101801 N 0664.0 DAO CORRECTING ENTRY 9424 251.95 103001 N 0602.0 9425 113.95 102901 N 0601.0 065 9018 951.48 E.W. @ F.A.(+) 081601 N 0604.0 9019 266.82 081001 N 0603.0 9020 91.43 091801 N 607 0 9021 619.30 083101 N 559 0 9022 200.41 082901 N 558 0 9023 1,420.25 082701 N 677 0 066 9420 554.01 E.W. @ F.A.(+) 100301 N 978 0 9421 132.57 081001 N 608 0 9422 598.00 080301 N 609 0 9423 596.93 100401 N 610 0 9425 728.08 080801 N 977 0 9426 3,826.39 080301 N 975 0 9427 23.44 083101 N 560 0 070 0001 398.62 E.W. @ F.A.(+) 090401 N 979 0 0002 2,697.77 090501 N 980 0 0003 282.25 101501 N 981 0 072 6951 629.06 E.W. @ F.A.(+) 112601 N 1015 0 6952 166.31 102301 N 0605.0 6953 1,134.58 110701 N 864 0 6954 3,156.21 110201 N 861 0 6955 2,630.19 110501 N 862 0 6956 184.66 102401 N 859 0 6957 486.80 111801 N 984 0 6958 2,622.51 110601 N 863 0 6959 4,025.53 111101 N 865 0 073 0003 559.47 E.W. @ F.A.(+) 092401 N 985 0 0004 1,417.57 100501 N 986 0 0005 1,772.93 103001 N 987 0 0006 662.87 103101 N 988 0 0007 519.88 120701 N 989 0 0008 1,867.61 111701 N 990 0 075 0001 593.01 E.W. @ F.A.(+) 102201 N 994 0 0002 2,126.67 101701 N 991 0 0003 2,140.79 101801 N 992 0 0004 1,870.96 101901 N 993 0 0005 839.20 110901 N 995 0 076 0001 1,933.44 E.W. @ F.A.(+) 100201 N 692 0 0002 873.15 100301 N 693 0 0003 1,959.57 101001 N 694 0 080 0001 744.51 E.W. @ F.A.(+) 110801 N 996 0 191,939.82 TOTAL THIS ESTIMATE 2,774,967.17 TOTAL PREVIOUS ESTIMATE 2,966,906.99 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 12/21/01 EST. NO.28 TIME 02:33 PM R.E. NAME: BANKSTON, TROY 11-001934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WELDING -264.00 10 OUT-OF-SPEC CONCRETE -4,720.00 15 OUT-OF-SPEC CLASS 2 -1,200.00 21 WELDING QUAL. CONTRL -100.00 25 SOUNDWALL MIX DESGN -1,068.87 28 SURVEY RESTAKING -3,000.00 28 SURVEY RESTAKING -1,540.00 28 -5,608.87 -11,892.87 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCUMENTS -6,024.94 10 DOCS RECD 6,024.94 12 O/S EEO DOCS -10,000.00 23 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION O/S PRS MARCH -10,000.00 04 O/S PRS APRIL -10,000.00 05 O/S PRS MAY -10,000.00 07 O/S PRS JUNE -10,000.00 08 O/S PRS JULY -6,024.94 10 PRS RECD MARCH 10,000.00 10 O/S PRS AUGUST -10,000.00 12 O/S PRS SEPT -10,000.00 13 PRTL PRS RECD APRIL 5,000.00 13 PRTL PRS RECD MAY 5,000.00 13 PRTL PRS RECD JUNE 5,000.00 13 PRTL PRS RECD JULY 5,000.00 13 O/S PRS OCT -10,000.00 14 PRS RECD JULY 1,024.94 14 O/S PRS NOV -10,000.00 15 O/S PRS DEC -8,007.34 16 PRS RECD JUNE 5,000.00 16 O/S PRS JAN -10,000.00 17 O/S PRS FEB -10,000.00 18 POTENTIAL WAGE CASE -10,000.00 18 O/S PRS MARCH -10,000.00 19 O/S PRS APRIL -10,000.00 20 O/S PRS MAY -10,000.00 21 PRS RECD JAN 10,000.00 21 O/S PRS JUNE -10,000.00 22 PRS RECD MAY 10,000.00 22 O/S PRS JULY -10,000.00 23 O/S PRS AUGUST -10,000.00 25 WAGE CASE 10,000.00 25 O/S PRS SEPT -10,000.00 26 O/S PRS OCT -10,000.00 27 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 12/21/01 EST. NO.28 TIME 02:33 PM R.E. NAME: BANKSTON, TROY 11-001934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS NOV -10,000.00 28 -10,000.00 -148,007.34 TOTAL DEDUCTIONS -15,608.87 -169,900.21 PROGRAM CAS145 PAGE 1 DATE 12/21/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:33 PM ESTIMATE NO. 28 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 12/21/01 LOCATION PROGRESS ESTIMATE 11-SD-125-12.1/13.7 ----------------- MYERS AND ROADWAY JV IN SAN DIEGO COUNTY IN AND NEAR 4101 WESTERLY PLACE STE 101 LEMON GROVE FROM 0.3 KM SOUTH OF NEWPORT BEACH CA 926602320 JAMACHA ROAD TO 0.1 KM NORTH OF TROY STREET FED. AID NO. ACNH-P125(13)E CONSTRUCT 6 LANE FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 70,000.0000 70,000.00 0.164 11,480.00 002 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.750 7,500.00 PLAN 003 WATER POLLUTION CONTROL LS 155,000.0000 155,000.00 0.883 136,865.00 004 CONSTRUCTION AREA SIGNS LS 55,000.0000 55,000.00 0.004 220.00 0.459 25,245.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 22,000.0000 22,000.00 0.954 20,988.00 (S) 006 TYPE III BARRICADE EA 60.0000 6,060.00 10.000 600.00 (S) 007 TEMPORARY PAVEMENT MARKING (PAINT) M2 38.0000 798.00 55.430 2,106.34 (S) 008 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 1,515.00 7,209.600 10,814.40 (S) 009 TRAFFIC PLASTIC DRUM EA 34.0000 20,400.00 180.000 6,120.00 (S) 010 TEMPORARY PAVEMENT MARKER EA 4.4000 484.00 263.000 1,157.20 (S) 011 TEMPORARY EROSION CONTROL HA 3,600.0000 18,000.00 4.140 14,904.00 23.741 85,467.60 (S) 012 PORTABLE CHANGEABLE MESSAGE SIGN EA 24,000.0000 96,000.00 4.000 96,000.00 (S) 013 TEMPORARY RAILING (TYPE K) M 22.0000 27,940.00 1,689.900 37,177.80 014 TEMPORARY CRASH CUSHION MODULE EA 210.0000 37,800.00 148.000 31,080.00 015 ABANDON CULVERT EA 820.0000 5,740.00 4.500 3,690.00 016 ABANDON PIPELINE EA 1,100.0000 9,900.00 8.000 8,800.00 (S) 017 OBLITERATE SURFACING M2 3.0000 3,090.00 342.000 1,026.00 018 REMOVE TRAFFIC STRIPE M 3.5000 5,425.00 1,365.140 4,777.99 019 REMOVE ASPHALT CONCRETE DIKE M 3.0000 1,590.00 530.000 1,590.00 020 REMOVE CULVERT M 72.0000 5,184.00 102.100 7,351.20 021 REMOVE INLET EA 820.0000 3,280.00 6.000 4,920.00 022 REMOVE HEADWALL EA 660.0000 2,640.00 3.000 1,980.00 PROGRAM CAS145 PAGE 2 DATE 12/21/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:33 PM ESTIMATE NO. 28 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 12/21/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE SEWER MANHOLE EA 1,300.0000 3,900.00 4.000 5,200.00 024 REMOVE SEWER PIPE M 66.0000 3,960.00 58.200 3,841.20 74.700 4,930.20 025 MODIFY MANHOLE EA 1,750.0000 8,750.00 2.000 3,500.00 026 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 3,300.00 271.700 2,988.70 (S) 027 REMOVE CONCRETE M3 65.0000 2,600.00 33.100 2,151.50 028 CAP INLET EA 1,975.0000 3,950.00 1.000 1,975.00 029 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 030 DEVELOP WATER SUPPLY LS 35,000.0000 35,000.00 0.011 385.00 0.877 30,695.00 031 ROADWAY EXCAVATION M3 1.9000 1056,400.00 561,085.600 1,066,062.64 032 STRUCTURE EXCAVATION (BRIDGE) M3 4.0000 19,464.00 4,866.000 19,464.00 (F) 033 STRUCTURE EXCAVATION (RETAINING WALL) M3 7.0000 3,731.00 728.000 5,096.00 (F) 034 STRUCTURE BACKFILL (BRIDGE) M3 48.0000 184,560.00 32.000 1,536.00 3,845.000 184,560.00 (F) 035 STRUCTURE BACKFILL (RETAINING WALL) M3 155.0000 30,380.00 19.000 2,945.00 391.000 60,605.00 (F) 036 SAND BACKFILL M3 150.0000 6,900.00 36.800 5,520.00 037 DITCH EXCAVATION M3 22.0000 15,180.00 209.000 4,598.00 038 EMBANKMENT M3 1.0000 555,000.00 544,717.500 544,717.50 039 HIGHWAY PLANTING LS 675,000.0000 675,000.00 0.000 0.00 (S) 040 IMPORTED TOPSOIL M3 30.0000 116,700.00 2,023.000 60,690.00 (S) 041 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0.00 (S) 042 IRRIGATION SYSTEM LS 685,000.0000 685,000.00 0.000 0.00 (S) 043 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 22,200.00 148.000 22,200.00 (SF) 044 NPS 4 SUPPLY LINE (BRIDGE) M 160.0000 43,040.00 269.000 43,040.00 (SF) 045 75 MM PLASTIC PIPE (PR315) (CONDUIT) M 20.0000 840.00 0.000 0.00 (S) 046 20 MM WATER METER EA 3,200.0000 6,400.00 0.000 0.00 (S) 047 50 MM WATER METER EA 4,600.0000 13,800.00 0.000 0.00 (S) 048 200 MM CORRUGATED HIGH DENSITY M 140.0000 180,600.00 696.000 97,440.00 (S) POLYETHYLENE PIPE CONDUIT 049 FINISHING ROADWAY LS 22,000.0000 22,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 12/21/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:33 PM ESTIMATE NO. 28 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 12/21/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE M3 26.0000 954,200.00 12,179.000 316,654.00 34,965.800 909,110.80 051 ASPHALT TREATED PERMEABLE BASE M3 85.0000 505,750.00 5,950.000 505,750.00 5,950.000 505,750.00 052 ASPHALT CONCRETE (TYPE A) TONN 45.0000 742,500.00 3,876.030 174,421.35 053 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 480,000.00 7,415.600 370,780.00 7,415.600 370,780.00 054 PLACE ASPHALT CONCRETE DIKE M 4.0000 21,120.00 188.500 754.00 055 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 26,000.00 540.000 10,800.00 AREA) 056 ASPHALTIC EMULSION TONN 1,300.0000 15,600.00 0.000 0.00 (FOG SEAL COAT AND PAINT BINDER) 057 CONCRETE PAVEMENT M3 125.0000 1637,500.00 10,570.000 1,321,250.00 10,570.000 1,321,250.00 058 SEAL PAVEMENT JOINT M 12.0000 53,400.00 0.000 0.00 059 FURNISH STEEL PILING (HP 250 X 85) M 45.0000 43,470.00 972.020 43,740.90 060 DRIVE STEEL PILE (HP 250 X 85) EA 2,000.0000 168,000.00 84.000 168,000.00 (S) 061 FURNISH STEEL PILING (HP 310 X 125) M 72.0000 81,864.00 1,135.650 81,766.80 062 DRIVE STEEL PILE (HP 310 X 125) EA 2,000.0000 184,000.00 92.000 184,000.00 (S) 063 PRESTRESSING CAST-IN-PLACE CONCRETE LS 260,000.0000 260,000.00 1.000 260,000.00 (S) 064 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 360.0000 208,080.00 578.000 208,080.00 (F) 065 STRUCTURAL CONCRETE, BRIDGE M3 475.0000 2415,850.00 5,096.000 2,420,600.00 (F) 066 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 177,650.00 374.000 177,650.00 (F) (TYPE N) 067 CLASS 2 CONCRETE M3 1,100.0000 38,500.00 28.860 31,746.00 068 CLASS 2 CONCRETE (RETAINING WALL) M3 250.0000 60,750.00 243.000 60,750.00 (F) 069 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 261,300.00 5.250 6,825.00 162.550 211,315.00 (F) 070 MINOR CONCRETE (BACKFILL) M3 220.0000 1,320.00 5.100 1,122.00 071 FRACTURED RIB TEXTURE M2 100.0000 11,000.00 110.000 11,000.00 (F) 072 DRY STACK TEXTURE M2 85.0000 33,490.00 394.000 33,490.00 (F) 073 PLANTABLE RETAINING WALL M2 385.0000 1613,150.00 3,865.240 1,488,117.40 074 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 100.0000 22,000.00 71.000 7,100.00 (SF) 075 SOUND WALL (MASONRY BLOCK) M2 180.0000 994,320.00 797.000 143,460.00 3,063.000 551,340.00 (SF) 076 JOINT SEAL (TYPE B - MR 40 MM) M 120.0000 8,400.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 12/21/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:33 PM ESTIMATE NO. 28 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 12/21/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 JOINT SEAL (TYPE B - MR 50 MM) M 140.0000 10,080.00 0.000 0.00 (S) 078 JOINT SEAL ASSEMBLY (MR 70 MM) M 450.0000 21,600.00 48.550 21,847.50 (S) 079 BAR REINFORCING STEEL KG 2.2000 4,138.20 1,523.000 3,350.60 (SF) 080 BAR REINFORCING STEEL (BRIDGE) KG 0.9500 719,952.75 709,007.000 673,556.65 (SF) 081 BAR REINFORCING STEEL (RETAINING WALL) KG 3.2000 14,352.00 4,564.000 14,604.80 (SF) 082 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.7000 14,322.00 0.000 0.00 (F) WITH WALKWAY) 083 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.2500 7,905.00 0.000 0.00 (SF)WITH WALKWAY) 084 FURNISH SIGN STRUCTURE (TRUSS) KG 4.4500 73,020.05 0.000 0.00 (F) 085 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 6,563.60 0.000 0.00 (SF) 086 760 MM CAST-IN-DRILLED-HOLE M 1,400.0000 11,200.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 087 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 21,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 088 ROADSIDE SIGN - ONE POST EA 190.0000 14,820.00 31.000 5,890.00 089 ROADSIDE SIGN - TWO POST EA 650.0000 1,300.00 0.000 0.00 090 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 0.000 0.00 METHOD) 091 450 MM REINFORCED CONCRETE PIPE M 130.0000 85,800.00 571.300 74,269.00 092 600 MM REINFORCED CONCRETE PIPE M 150.0000 175,500.00 1,072.230 160,834.50 093 750 MM REINFORCED CONCRETE PIPE M 210.0000 39,900.00 176.100 36,981.00 094 900 MM REINFORCED CONCRETE PIPE M 260.0000 163,800.00 632.650 164,489.00 095 1050 MM REINFORCED CONCRETE PIPE M 325.0000 19,175.00 58.800 19,110.00 096 1200 MM REINFORCED CONCRETE PIPE M 375.0000 101,250.00 262.400 98,400.00 097 1350 MM REINFORCED CONCRETE PIPE M 575.0000 7,475.00 5.900 3,392.50 098 1500 MM REINFORCED CONCRETE PIPE M 600.0000 42,000.00 70.000 42,000.00 099 750 MM BITUMINOUS COATED CORRUGATED M 220.0000 572.00 0.000 0.00 STEEL PIPE (2.77 MM THICK) 100 1200 MM BITUMINOUS COATED CORRUGATED M 250.0000 4,000.00 15.000 3,750.00 STEEL PIPE (2.77 MM THICK) 101 450 MM BITUMINOUS COATED SLOTTED M 320.0000 70,400.00 0.000 0.00 CORRUGATED STEEL PIPE (3.51 MM THICK) 102 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 112,200.00 5,104.000 112,288.00 5,104.000 112,288.00 103 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 19,500.00 557.300 27,865.00 557.300 27,865.00 PROGRAM CAS145 PAGE 5 DATE 12/21/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:33 PM ESTIMATE NO. 28 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 12/21/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 600 MM BITUMINOUS COATED CORRUGATED M 120.0000 14,400.00 76.200 9,144.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 105 600 MM WELDED STEEL PIPE CASING M 250.0000 19,250.00 73.000 18,250.00 (9.53 MM THICK) 106 600 MM CONCRETE FLARED END SECTION EA 1,300.0000 6,500.00 2.000 2,600.00 107 150 MM GATE VALVE EA 1,100.0000 1,100.00 0.000 0.00 108 200 MM GATE VALVE EA 325.0000 1,300.00 2.000 650.00 109 250 MM GATE VALVE EA 1,600.0000 4,800.00 2.000 3,200.00 110 300 MM GATE VALVE EA 1,900.0000 1,900.00 1.000 1,900.00 111 400 MM BUTTERFLY VALVE EA 3,800.0000 15,200.00 6.000 22,800.00 112 900 MM PRECAST CONCRETE PIPE RISER M 425.0000 7,225.00 17.720 7,531.00 113 25 MM WATER LATERAL EA 1,100.0000 11,000.00 17.700 19,470.00 (S) 114 50 MM WATER LATERAL EA 1,650.0000 8,250.00 0.900 1,485.00 (S) 115 200 MM POLYVINYL CHLORIDE M 220.0000 35,200.00 122.600 26,972.00 (S) WATER PIPE 116 250 MM POLYVINYL CHLORIDE M 300.0000 51,000.00 179.000 53,700.00 (S) WATER PIPE 117 400 MM POLYVINYL CHLORIDE M 325.0000 204,750.00 12.900 4,192.50 555.900 180,667.50 (S) WATER PIPE 118 200 MM POLYVINYL CHLORIDE M 160.0000 19,200.00 118.600 18,976.00 (S) DR35 SEWER PIPE 119 SEWER MANHOLE (TYPE A) EA 9,500.0000 9,500.00 0.000 0.00 (S) 120 TELEVISE SEWER LS 2,200.0000 2,200.00 1.000 2,200.00 (S) 121 ROCK ENERGY DISSIPATOR M3 230.0000 161.00 0.700 161.00 122 CONCRETE (DITCH LINING) M3 400.0000 96,000.00 99.200 39,680.00 123 SLOPE PAVING (MASONRY BLOCK) M2 170.0000 241,910.00 1,319.000 224,230.00 (F) 124 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 156,000.00 474.340 142,302.00 CONSTRUCTION) 125 MINOR CONCRETE (COLORED) M3 320.0000 28,800.00 0.000 0.00 126 MISCELLANEOUS IRON AND STEEL KG 2.7500 43,114.50 5,518.000 15,174.50 (SF) 127 MISCELLANEOUS METAL (BRIDGE) KG 9.5000 10,953.50 1,153.000 10,953.50 (SF) 128 CHAIN LINK FENCE (TYPE CL-1.8) M 27.0000 126,090.00 46.000 1,242.00 (S) 129 LOCKABLE CONTROL GATE EA 2,500.0000 2,500.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 12/21/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:33 PM ESTIMATE NO. 28 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 12/21/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 10,000.00 0.000 0.00 (S) 131 DELINEATOR (CLASS 1) EA 44.0000 1,320.00 0.000 0.00 132 GUARD RAILING DELINEATOR EA 28.0000 756.00 0.000 0.00 133 TUBULAR STEEL FENCE M 400.0000 208,000.00 0.000 0.00 (S) 134 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 20,800.00 15.400 2,002.00 (S) 135 CHAIN LINK RAILING (TYPE 7) M 100.0000 28,700.00 287.000 28,700.00 (SF) 136 PEDESTRIAN BARRICADE EA 150.0000 1,200.00 0.000 0.00 137 CONCRETE BARRIER (TYPE K) M 150.0000 3,750.00 0.000 0.00 138 CONCRETE BARRIER (TYPE 25) M 140.0000 41,300.00 295.000 41,300.00 (F) 139 CONCRETE BARRIER (TYPE 25A) M 150.0000 12,450.00 72.200 10,830.00 140 CONCRETE BARRIER (TYPE 26) M 240.0000 34,320.00 143.000 34,320.00 (F) 141 CONCRETE BARRIER (TYPE 26 MODIFIED) M 320.0000 46,080.00 144.000 46,080.00 (F) 142 CONCRETE BARRIER (TYPE 27 MODIFIED) M 160.0000 26,880.00 168.000 26,880.00 (F) 143 CABLE RAILING M 25.0000 35,750.00 395.400 9,885.00 1,067.900 26,697.50 (S) 144 CABLE ANCHOR ASSEMBLY EA 630.0000 2,520.00 0.000 0.00 (S) 145 CABLE ANCHOR ASSEMBLY EA 630.0000 630.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 146 TERMINAL SECTION (TYPE B) EA 100.0000 200.00 0.000 0.00 (S) 147 TERMINAL SECTION (TYPE C) EA 125.0000 500.00 0.000 0.00 (S) 148 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 11,000.00 2.000 4,400.00 (S) 149 QUADGUARD CRASH CUSHION EA 33,000.0000 33,000.00 0.000 0.00 (S) 150 CONCRETE BARRIER (TYPE 60) M 175.0000 301,000.00 0.000 0.00 151 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 14,060.00 73.350 2,787.30 (S) 152 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2500 2,805.00 0.000 0.00 (S) 153 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2000 630.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 154 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 332.50 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 155 PAINT TRAFFIC STRIPE (1-COAT) M 2.7500 5,857.50 232.600 639.65 (S) 156 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 9,060.00 3,694.500 2,216.70 (S) PROGRAM CAS145 PAGE 7 DATE 12/21/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:33 PM ESTIMATE NO. 28 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 12/21/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 PARKING BUMPER (PRECAST CONCRETE) EA 30.0000 2,970.00 89.000 2,670.00 (S) 158 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4500 4,785.00 0.000 0.00 (S) 159 PAVEMENT MARKER (REFLECTIVE) EA 3.7500 6,487.50 0.000 0.00 (S) 160 SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.290 5,800.00 (S) 161 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.850 42,500.00 (S) 162 SIGNAL AND LIGHTING (LOCATION 3) LS 55,000.0000 55,000.00 0.980 53,900.00 (S) 163 SIGNAL AND LIGHTING (LOCATION 4) LS 68,000.0000 68,000.00 0.980 66,640.00 (S) 164 LIGHTING AND SIGN ILLUMINATION LS 70,000.0000 70,000.00 0.070 4,900.00 0.280 19,600.00 (S) 165 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 12,000.00 0.000 0.00 (S) 166 LIGHTING CONDUIT (BRIDGE) M 40.0000 3,000.00 87.000 3,480.00 (S) 167 COMMUNICATION CONDUIT (BRIDGE) M 75.0000 28,500.00 381.000 28,575.00 (S) 168 SPRINKLER CONTROL CONDUIT (BRIDGE) M 40.0000 14,000.00 309.000 12,360.00 (S) 169 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.110 2,750.00 0.650 16,250.00 (S) 170 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,000.0000 30,000.00 0.340 10,200.00 (S) 171 TRAFFIC MONITORING STATION (LOCATION 2) LS 25,000.0000 25,000.00 0.140 3,500.00 0.310 7,750.00 (S) 172 TRAFFIC MONITORING STATION (LOCATION 3) LS 30,000.0000 30,000.00 0.380 11,400.00 (S) 173 RAMP METERING SYSTEM LS 60,000.0000 60,000.00 0.050 3,000.00 0.180 10,800.00 (S) 174 FIRE HYDRANT ASSEMBLY EA 4,200.0000 21,000.00 3.800 15,960.00 (S) PROGRAM CAS145 PAGE 8 DATE 12/21/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:33 PM ESTIMATE NO. 28 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 12/21/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,856,930.70 14,755,509.52 ADJUSTMENT OF COMPENSATION -5,918.49 734,689.58 EXTRA WORK 197,858.31 2,232,217.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,048,870.52 17,722,416.51 175 MOBILIZATION LS 1600,534.0000 1600,534.00 1.000 1,600,534.00 ORIGINAL CONTRACT AMOUNT 21,210,722.10 TOTAL WORK COMPLETED 3,048,870.52 19,322,950.51 MATERIALS ON HAND ON SITE 46,193.09 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -15,608.87 -169,900.21 TOTAL 3,033,261.65 19,199,243.39 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 11/12/99 870 11/29/99 11/29/99 09/26/03 429 87 0 0 79% 69% PROGRESS IS SATISFACTORY BANKSTON, TROY RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 12/21/01