PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/26/00 EST. NO.16 TIME 09:08 AM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- 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 0274-3 -464.29 E.W. @ F.A.(+) 042700 N 770.00 DAO CORRECTING ENTRY 0274-4 541.91 042700 N 770.00 DAO CORRECTING ENTRY 0291-1 -511.90 083100 N 887.00 DAO CORRECTING ENTRY 0291-2 255.95 083100 N 887.00 DAO CORRECTING ENTRY 0300 799.17 080900 N 815.00 0301 195.29 091000 N 921.00 0302 83.24 091000 N 922.00 0303 648.65 091100 N 923.00 0304 218.56 091100 N 924.00 0305 250.38 091200 N 925.00 0306 230.79 091200 N 926.00 0307 114.45 091300 N 957.00 0308 669.69 091200 N 927.00 0309 313.93 081400 N 834.00 0310 62.44 081800 N 855.00 0311 251.14 082300 N 867.00 0312 167.43 082400 N 870.00 0313 112.53 082500 N 873.00 0314 550.95 082800 N 884.00 0315 365.06 082100 N 861.00 0316 704.81 091900 N 946.00 0317 845.25 092200 N 950.00 0318 704.81 091300 N 928.00 0319 708.28 091400 N 930.00 0320 704.81 091500 N 934.00 0321 961.92 091800 N 942.00 0322 602.48 092000 N 949.00 0323 704.81 092100 N 952.00 0324 369.96 092700 N 963.00 0325 115.74 092000 N 953.00 0326 167.18 092600 N 920.00 0327 289.53 091500 N 937.00 0328 1,217.25 092200 N 951.00 0329 54.35 091500 N 936.00 0330 55.51 091100 N 929.00 0331 79.89 091900 N 948.00 0332 189.75 092000 N 944.00 0333 145.69 092000 N 945.00 002 0040-1 -176.81 E.W. @ F.A.(+) 082300 N 868.00 DAO CORRECTING ENTRY 0040-2 219.38 082300 N 868.00 DAO CORRECTING ENTRY 0043 135.20 091500 N 938.00 004 0078 101.39 E.W. @ F.A.(+) 080800 N 851.00 008 0018 1,575.23 E.W. @ F.A.(+) 051700 N 894.00 0020 858.51 090500 N 899.00 0021 1,153.23 051800 N 895 0 0022 1,241.54 083000 N 1006 0 014 0026 340.69 E.W. @ F.A.(+) 073100 N 965 0 015 0042 100.59 E.W. @ F.A.(+) 071300 N 732 0 0043 895.71 083100 N 981 0 0044 106.51 090800 N 907 0 0045 106.51 091400 N 932 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 10/26/00 EST. NO.16 TIME 09:08 AM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0046 628.70 091800 N 941 0 0047 538.34 091900 N 947 0 017 0017-1 -2,199.93 E.W. @ F.A.(+) 083199 N 658.00 DAO CORRECTING ENTRY 0017-2 0.00 083199 0 DAO CORRECTING ENTRY 020 0001 1,725.00 E.W. @ F.A.(+) 062600 N 801 0 025 0010 26.62 E.W. @ F.A.(+) 091400 N 931 0 037 0001-1 -253.17 E.W. @ F.A.(+) 061400 N 671.00 DAO CORRECTING ENTRY 0001-2 249.93 061400 N 671.00 DAO CORRECTING ENTRY 0002 354.60 062300 N 700.00 0005 17,268.67 A.C. @ L.S.(+) VAR N 0 0014 83.24 E.W. @ F.A.(+) 072000 N 781 0 047 0004-1 -2,686.59 E.W. @ F.A.(+) 080700 N 824.00 DAO CORRECTING ENTRY 0004-2 2,952.01 080700 N 824.00 DAO CORRECTING ENTRY 0005-1 -2,088.41 080800 N 825.00 DAO CORRECTING ENTRY 0005-2 2,036.86 080800 N 825.00 DAO CORRECTING ENTRY 0013 902.58 080300 N 911 0 0019-1 -1,382.97 081100 N 810.00 DAO CORRECTING ENTRY 0019-2 0.00 081100 0 DAO CORRECTING ENTRY 048 0019 1,382.97 E.W. @ F.A.(+) 081100 N 810.00 062 0002 1,434.64 E.W. @ F.A.(+) 022800 N 433 0 063 0004 1,888.31 E.W. @ F.A.(+) 030800 N 892 0 070 0004 1,015.17 E.W. @ F.A.(+) 032900 N 0543 0 077 0005 5,250.32 E.W. @ F.A.(+) 080300 N 790.00 0005-1 -5,250.32 080300 N 790.00 DAO CORRECTING ENTRY 0005-2 5,250.32 080300 N 790.00 DAO CORRECTING ENTRY 0007 195.32 091500 N 939 0 0008 9,264.95 080400 N 783.00 0009 245.68 091800 N 940.00 091 0024-1 -681.16 E.W. @ F.A.(+) 080800 N 828.00 DAO CORRECTING ENTRY 0024-2 880.22 080800 N 828.00 DAO CORRECTING ENTRY 0026-1 -1,125.85 080700 N 829.00 DAO CORRECTING ENTRY 0026-2 1,125.85 080700 N 829.00 DAO CORRECTING ENTRY 0027-1 -9,650.09 080200 N 788.00 DAO CORRECTING ENTRY 0027-2 9,917.75 080200 N 788.00 DAO CORRECTING ENTRY 0028 9,565.30 072100 N 799 0 0029 231.03 072000 N 918 0 0030 307.32 072400 N 917 0 0031 10.71 071300 N 909 0 0032 8,287.98 071900 N 779 0 0033 8,390.76 072600 N 772 0 0034 1,027.58 081100 N 811 0 0035 1,779.08 080900 N 830 0 0036 1,262.43 081000 N 831 0 0037 487.44 082100 N 863 0 0038 489.29 082300 N 866 0 0039 405.10 082800 N 1003 0 0040 405.10 082500 N 1005 0 0041 275.58 071400 N 916 0 0042 1,624.35 072100 N 979 0 092 0001 7,397.60 E.W. @ F.A.(+) 090700 N 904 0 0002 1,839.16 090500 N 9898 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 10/26/00 EST. NO.16 TIME 09:08 AM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0003 4,008.06 091500 N 955 0 0004 8,724.96 091300 N 956 0 0005 7,946.14 091200 N 958 0 0006 7,932.58 090800 N 999 0 0007 7,979.79 092800 N 970.00 0008 7,979.79 092900 N 974.00 0009 9,028.62 092500 N 976.00 0010 9,934.85 092000 N 960.00 0011 7,495.32 092200 N 962.00 0012 9,294.38 091800 N 954.00 093 0003 746.79 E.W. @ F.A.(+) 071000 N 738.00 102 0001 386.45 E.W. @ F.A.(+) 091100 N 997.00 184,678.17 TOTAL THIS ESTIMATE 695,305.78 TOTAL PREVIOUS ESTIMATE 879,983.95 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/26/00 EST. NO.16 TIME 09:08 AM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-SPEC CONCRETE -352.30 04 OUT-OF-SPEC CONCRETE -259.55 04 OUT-OF-SPEC CONCRETE -1,800.00 06 OUT-OF-SPEC CONCRETE -1,340.06 07 0.00 -3,751.91 LABOR COMPLIANCE VIOLATION O/S PRS SEPT -10,000.00 04 O/S PRS OCT -10,000.00 05 PRTL PRS RECD SEPT 9,000.00 05 PRS RECD SEPT 1,000.00 07 PRS RECD OCT 10,000.00 07 O/S PRS JAN -10,000.00 08 O/S PRS FEB -10,000.00 09 PRS RECD JAN 10,000.00 09 O/S PRS MARCH -10,000.00 10 PRS RECD FEB 10,000.00 11 PRTL PRS RECD MARCH 5,000.00 11 O/S PRS MAY -10,000.00 12 O/S PRS JUNE -10,000.00 13 PRTL PRS RECD MARCH 4,000.00 13 O/S PRS JULY -10,000.00 14 PRS RECD MARCH 1,000.00 14 O/S PRS AUGUST -10,000.00 15 O/S PRS SEPT -10,000.00 16 PRS RECD MAY 10,000.00 16 PRS RECD JUNE 10,000.00 16 10,000.00 -30,000.00 TOTAL DEDUCTIONS 10,000.00 -33,751.91 PROGRAM CAS145 PAGE 1 DATE 10/26/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:08 AM ESTIMATE NO. 16 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 10/26/00 LOCATION RERUN PROGRESS ESTIMATE 11-SD-125-13.7/L14.0 ----------------------- FCI CONSTRUCTORS IN SAN DIEGO COUNTY IN AND NR LEMON 12707 HIGH BLUFF DR, STE 135 GROVE AND LA MESA ON RTE 125 FROM SAN DIEGO,CA 92130 TROY ST TO 0.3 KM E OF PANORAMA DR UC AND ON RTE 94 FROM 0.2 KM W OF GROVE ST OC TO 0.2 E CAMPO RD UC FED. AID NO. ACNH-X073(43)E CONSTRUCT FREEWAY AND INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.600 9,000.00 002 TEMPORARY FENCE (TYPE CL-1.8) M 16.0000 5,440.00 32.600 521.60 469.000 7,504.00 (S) 003 4.9 TEMPORARY GATE (TYPE CL-1.8) EA 500.0000 2,500.00 1.000 500.00 1.000 500.00 (S) 004 PREPARE STORM WATER POLLUTION PREVENTION LS 500.0000 500.00 0.750 375.00 PLAN 005 WATER POLLUTION CONTROL LS 285,000.0000 285,000.00 0.503 143,355.00 006 CONSTRUCTION AREA SIGNS LS 36,300.0000 36,300.00 0.010 363.00 0.653 23,703.90 007 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.019 3,040.00 0.497 79,520.00 008 TYPE III BARRICADE EA 100.0000 8,900.00 16.000 1,600.00 009 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 480.00 112.100 2,242.00 (S) 010 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 14,400.00 20,963.000 12,577.80 (S) 011 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 300.00 81.000 2,430.00 (LEFT IN PLACE) 012 TRAFFIC PLASTIC DRUM EA 60.0000 13,200.00 77.000 4,620.00 013 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 15,000.00 3.000 3,000.00 014 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 100,000.00 5.000 100,000.00 015 TEMPORARY RAILING (TYPE K) M 20.0000 224,000.00 5,628.100 112,562.00 016 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 6.000 1,500.00 130.000 32,500.00 017 ABANDON CULVERT EA 21,000.0000 21,000.00 1.000 21,000.00 018 ABANDON MANHOLE EA 650.0000 28,600.00 20.000 13,000.00 019 ABANDON PIPELINE EA 300.0000 27,900.00 49.000 14,700.00 020 REMOVE CHAIN LINK FENCE M 18.0000 52,920.00 223.050 4,014.90 3,186.450 57,356.10 021 REMOVE BARRICADE EA 10.0000 410.00 0.000 0.00 022 REMOVE METAL BEAM GUARD RAILING M 16.0000 21,120.00 861.000 13,776.00 PROGRAM CAS145 PAGE 2 DATE 10/26/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:08 AM ESTIMATE NO. 16 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 10/26/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE TRAFFIC STRIPE M 2.0000 23,000.00 2,756.700 5,513.40 024 REMOVE CHANNELIZERS EA 20.0000 2,200.00 0.000 0.00 025 REMOVE ROADSIDE SIGN EA 21.0000 2,310.00 20.000 420.00 026 REMOVE SIGN STRUCTURE EA 3,000.0000 30,000.00 3.000 9,000.00 027 REMOVE CURB M 13.0000 4,680.00 0.000 0.00 028 REMOVE RETAINING WALL LS 6,000.0000 6,000.00 1.000 6,000.00 029 REMOVE SHED LS 3,000.0000 3,000.00 1.000 3,000.00 030 REMOVE CONCRETE PAVEMENT M3 35.0000 8,050.00 0.000 0.00 031 REMOVE BASE AND SURFACING M3 7.0000 51,800.00 1,271.200 8,898.40 032 RECONSTRUCT FENCE (PORTION) LS 6,000.0000 6,000.00 0.000 0.00 033 RECONSTRUCT SIGN STRUCTURE EA 3,000.0000 3,000.00 0.000 0.00 034 RELOCATE HYDRANT EA 300.0000 2,100.00 2.000 600.00 (S) 035 SALVAGE FIRE HYDRANT ASSEMBLY EA 90.0000 450.00 2.000 180.00 (S) 036 RELOCATE ROADSIDE SIGN EA 280.0000 3,080.00 0.000 0.00 037 ADJUST MANHOLE TO GRADE EA 400.0000 400.00 0.000 0.00 038 REMODEL MANHOLE EA 800.0000 4,000.00 38.000 30,400.00 39.000 31,200.00 (S) 039 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 49,400.00 0.000 0.00 (S) (45 MM MAXIMUM) 040 REMOVE CONCRETE BARRIER M 7.0000 2,380.00 400.000 2,800.00 400.000 2,800.00 041 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 2,100.00 0.000 0.00 042 REMOVE CONCRETE BARRIER (TYPE 50) M 40.0000 23,200.00 436.000 17,440.00 043 PLUG CULVERT EA 250.0000 1,000.00 3.000 750.00 044 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.850 42,500.00 045 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.710 21,300.00 046 ROADWAY EXCAVATION M3 8.0000 3032,000.00 17,253.000 138,024.00 104,885.300 839,082.40 047 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 341,875.00 6,526.800 163,170.00 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 227,050.00 6,684.700 167,117.50 (F) 049 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 487,300.00 198.000 10,890.00 1,928.600 106,073.00 (F) PROGRAM CAS145 PAGE 3 DATE 10/26/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:08 AM ESTIMATE NO. 16 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 10/26/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 512,160.00 1,295.000 71,225.00 3,475.560 191,155.80 (F) 051 SAND BACKFILL M3 75.0000 4,500.00 48.600 3,645.00 052 DITCH EXCAVATION M3 40.0000 39,600.00 0.000 0.00 053 EARTH RETAINING STRUCTURE M2 450.0000 875,250.00 127.000 57,150.00 646.000 290,700.00 (SF) 054 IMPORTED BORROW M3 0.0100 1,690.00 23,694.000 236.94 055 HIGHWAY PLANTING LS 750,000.0000 750,000.00 0.000 0.00 (S) 056 IMPORTED TOPSOIL M3 80.0000 3,120.00 0.000 0.00 057 TOPSOIL M3 20.0000 40,200.00 0.000 0.00 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 059 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.000 0.00 (S) 060 IRRIGATION SYSTEM LS 715,000.0000 715,000.00 0.000 0.00 (S) 061 WATER METER EA 1,800.0000 10,800.00 0.000 0.00 (S) 062 250 MM CORRUGATED HIGH DENSITY M 160.0000 88,000.00 6.700 1,072.00 (S) POLYETHYLENE PIPE CONDUIT 063 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 064 CLASS 2 AGGREGATE BASE M3 25.0000 1245,000.00 18.270 456.75 3,388.770 84,719.25 065 ASPHALT TREATED PERMEABLE BASE M3 40.0000 86,000.00 0.000 0.00 066 SLURRY SEAL TONN 1,000.0000 1,000.00 0.000 0.00 067 ASPHALT CONCRETE TONN 41.0000 1558,000.00 1,183.830 48,537.03 1,264.060 51,826.46 068 ASPHALT CONCRETE BASE (TYPE A) TONN 53.0000 70,490.00 0.000 0.00 069 PLACE ASPHALT CONCRETE DIKE M 6.0000 34,500.00 0.000 0.00 070 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.0000 33,600.00 307.300 4,916.80 AREA) 071 ASPHALTIC EMULSION TONN 350.0000 3,150.00 0.000 0.00 (FOG SEAL COAT AND PAINT BINDER) 072 CONCRETE PAVEMENT M3 140.0000 819,000.00 0.000 0.00 073 SEAL PAVEMENT JOINT M 6.0000 29,820.00 0.000 0.00 074 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 181,100.00 1,027.150 102,715.00 (S) PILING 075 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 90.0000 232,110.00 1,997.075 179,736.75 (S) PILING 076 2.80 M CAST-IN-DRILLED-HOLE CONCRETE M 2,360.0000 77,880.00 32.900 77,644.00 (S) PILING PROGRAM CAS145 PAGE 4 DATE 10/26/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:08 AM ESTIMATE NO. 16 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 10/26/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 3.05 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 262,400.00 48.000 153,600.00 (S) PILING 078 3.40 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 2055,900.00 604.600 1,995,180.00 (S) PILING 079 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2100,000.0000 2100,000.00 0.023 48,300.00 0.257 539,700.00 (S) 080 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 1135,800.00 1,572.880 471,864.00 (F) 081 STRUCTURAL CONCRETE, BRIDGE M3 399.0000 16881,690.00 796.620 317,851.38 13,857.180 5,529,014.82 (F) 082 PRECAST ELEMENT RETAINING WALL M2 500.0000 952,500.00 0.000 0.00 (F) 083 STRUCTURAL CONCRETE, APPROACH SLAB M3 465.0000 233,430.00 0.000 0.00 (F) (TYPE N) 084 CLASS 1 CONCRETE (RETAINING WALL) M3 360.0000 1008,720.00 20.000 7,200.00 1,790.700 644,652.00 (F) 085 MINOR CONCRETE (CONCRETE STEPS) M3 2,500.0000 2,500.00 0.000 0.00 (F) 086 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 395,000.00 16.150 16,150.00 135.707 135,707.00 (F) 087 MINOR CONCRETE (BACKFILL) M3 100.0000 3,700.00 9.160 916.00 088 ARCHITECTURAL TREATMENT M2 75.0000 204,150.00 40.050 3,003.75 858.300 64,372.50 (F) 089 PORTLAND CEMENT PLASTER M2 19.0000 34,713.00 0.000 0.00 (SF) 090 APPLY ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 106,070.00 0.000 0.00 (F) 091 FRACTURED RIB TEXTURE M2 100.0000 34,000.00 135.000 13,500.00 (F) 092 DRY STACK TEXTURE M2 100.0000 1,500.00 0.000 0.00 (F) 093 DRILL AND BOND DOWEL M 18.0000 846.00 0.000 0.00 094 RETAINING WALL (MASONRY WALL) M2 160.0000 6,560.00 0.000 0.00 (F) 095 CORE GROUTED MASONRY (125 MM) M 50.0000 700.00 0.000 0.00 (S) 096 SOUND WALL (MASONRY BLOCK) M2 180.0000 898,380.00 571.230 102,821.40 1,321.520 237,873.60 (SF) 097 SOUND WALL (TRANSPARENT PANEL) M2 300.0000 119,100.00 0.000 0.00 (SF) 098 PTFE BEARING EA 4,000.0000 272,000.00 16.000 64,000.00 (S) 099 JOINT SEAL (TYPE B - MR 50 MM) M 200.0000 8,000.00 0.000 0.00 (S) 100 JOINT SEAL ASSEMBLY (MR 80 MM) M 340.0000 13,260.00 0.000 0.00 (S) 101 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,300.0000 172,900.00 0.000 0.00 (S) 102 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,700.0000 147,900.00 0.000 0.00 (S) 103 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,200.0000 85,800.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 10/26/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:08 AM ESTIMATE NO. 16 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 10/26/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 3,100.0000 58,900.00 0.000 0.00 (S) 105 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 7549,700.00 96,466.000 96,466.00 3,344,005.000 3,344,005.00 (SF) 106 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 229,320.00 1,609.900 1,931.88 134,706.000 161,647.20 (SF) 107 ISOLATION CASING KG 9.0000 90,720.00 9,878.000 88,902.00 (SF) 108 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.2500 21,845.00 0.000 0.00 (F) 109 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.7000 3,598.00 0.000 0.00 (SF) 110 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 435,400.00 0.000 0.00 (F) 111 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 54,425.00 0.000 0.00 (SF) 112 760 MM CAST-IN-DRILLED-HOLE M 900.0000 89,100.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 113 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 29,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 114 METAL (RAIL MOUNTED SIGN) KG 17.0000 17,340.00 0.000 0.00 (F) 115 ROADSIDE SIGN - ONE POST EA 225.0000 11,025.00 0.000 0.00 116 ROADSIDE SIGN - TWO POST EA 835.0000 9,185.00 0.000 0.00 117 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 1,445.00 0.000 0.00 METHOD) 118 INSTALL SIGN OVERLAY M2 30.0000 480.00 0.000 0.00 119 INSTALL ROADSIDE SIGN EA 1,560.0000 6,240.00 0.000 0.00 (LAMINATED WOOD BOX POST) 120 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 800.00 0.000 0.00 121 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 584,000.00 -33.000 -6,600.00 731.000 146,200.00 122 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 102,900.00 84.000 17,640.00 123 1050 MM ALTERNATIVE PIPE CULVERT M 270.0000 24,300.00 91.000 24,570.00 124 1200 MM ALTERNATIVE PIPE CULVERT M 420.0000 151,200.00 17.000 7,140.00 288.000 120,960.00 125 600 MM REINFORCED CONCRETE PIPE M 330.0000 217,800.00 192.000 63,360.00 126 750 MM REINFORCED CONCRETE PIPE M 460.0000 299,000.00 414.000 190,440.00 127 375 MM REINFORCED CONCRETE PIPE M 300.0000 9,300.00 0.000 0.00 CASING (CLASS III) 128 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,650.0000 87,450.00 54.000 89,100.00 54.000 89,100.00 (S) (CLASS V) 129 JACKED 1200 MM REINFORCED CONCRETE PIPE M 3,100.0000 310,000.00 61.000 189,100.00 101.000 313,100.00 (S) (CLASS V) 130 720 MM X 460 MM REINFORCED CONCRETE M 310.0000 34,100.00 0.000 0.00 ARCH PROGRAM CAS145 PAGE 6 DATE 10/26/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:08 AM ESTIMATE NO. 16 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 10/26/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 1200 MM BITUMINOUS COATED CORRUGATED M 400.0000 14,000.00 32.000 12,800.00 STEEL PIPE (2.77 MM THICK) 132 450 MM BITUMINOUS COATED SLOTTED M 270.0000 45,900.00 0.000 0.00 CORRUGATED STEEL PIPE (1.63 MM THICK) 133 80 MM PLASTIC PIPE (EDGE DRAIN) M 27.0000 44,550.00 230.000 6,210.00 134 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 7,200.00 36.000 2,160.00 135 900 MM BITUMINOUS COATED CORRUGATED M 430.0000 18,920.00 17.300 7,439.00 STEEL PIPE INLET (2.77 MM THICK) 136 600 MM BITUMINOUS COATED CORRUGATED M 320.0000 8,000.00 0.000 0.00 STEEL PIPE RISER (2.77 MM THICK) 137 500 MM WELDED STEEL PIPE CASING M 520.0000 62,400.00 52.500 27,300.00 52.500 27,300.00 (S) (TRENCHED) 138 500 MM WELDED STEEL PIPE CASING M 2,200.0000 193,600.00 58.000 127,600.00 (S) (JACKED-BORED) 139 500 MM WELDED STEEL PIPE CASING M 2,100.0000 170,100.00 0.000 0.00 (S) (JACKED) 140 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 0.000 0.00 141 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 5,600.00 2.000 800.00 142 1050 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 1.000 1,000.00 143 1200 MM ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 0.000 0.00 144 150 MM GATE VALVE EA 650.0000 3,900.00 3.000 1,950.00 (S) 145 200 MM GATE VALVE EA 800.0000 7,200.00 6.000 4,800.00 (S) 146 250 MM GATE VALVE EA 1,100.0000 5,500.00 0.000 0.00 (S) 147 300 MM GATE VALVE EA 1,200.0000 7,200.00 5.400 6,480.00 (S) 148 900 MM REINFORCED CONCRETE PIPE RISER M 230.0000 8,280.00 28.900 6,647.00 149 CONNECTIONS TO EXISTING WATER SYSTEM EA 2,000.0000 22,000.00 3.000 6,000.00 (S) 150 50 MM BLOW-OFF ASSEMBLY EA 1,200.0000 4,800.00 1.000 1,200.00 (S) 151 150 MM POLYVINYL CHLORIDE WATER MAIN M 170.0000 35,700.00 100.860 17,146.20 (S) 152 150 MM DUCTILE IRON PIPE M 200.0000 6,200.00 0.000 0.00 (S) (IN REINFORCED CONCRETE PIPE CASING) 153 150 MM DUCTILE IRON WATER PIPE M 510.0000 3,570.00 0.000 0.00 (S) 154 200 MM POLYVINYL CHLORIDE WATER M 100.0000 61,000.00 504.910 50,491.00 (S) MAIN 155 200 MM DUCTILE IRON WATER PIPE M 260.0000 4,160.00 0.000 0.00 (S) 156 250 MM POLYVINYL CHLORIDE WATER M 110.0000 61,600.00 0.000 0.00 (S) MAIN 157 250 MM DUCTILE IRON WATER PIPE M 250.0000 13,750.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 10/26/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:08 AM ESTIMATE NO. 16 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 10/26/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 300 MM POLYVINYL CHLORIDE WATER MAIN M 270.0000 40,500.00 87.250 23,557.50 (S) 159 300 MM DUCTILE IRON WATER PIPE M 560.0000 27,440.00 0.000 0.00 (S) 160 300 MM DUCTILE IRON WATER PIPE M 180.0000 23,400.00 0.000 0.00 (S) (IN STEEL CASING) 161 WATER LATERAL EA 1,500.0000 30,000.00 9.000 13,500.00 (S) 162 100 MM VITRIFIED CLAY PIPE M 100.0000 1,500.00 0.000 0.00 (S) EXTRA STRENGTH 163 200 MM VITRIFIED CLAY PIPE M 160.0000 83,200.00 137.040 21,926.40 377.310 60,369.60 (S) EXTRA STRENGTH 164 200 MM PVC SDR 35 M 150.0000 226,500.00 655.670 98,350.50 (S) 165 250 MM PVC SDR 35 M 230.0000 211,600.00 100.490 23,112.70 790.192 181,744.16 (S) 166 SEWER TERMINAL CLEANOUT EA 350.0000 2,100.00 2.000 700.00 2.000 700.00 (S) 167 CONCRETE SEWER MANHOLE EA 3,200.0000 169,600.00 6.000 19,200.00 32.000 102,400.00 (S) 168 SEWER LATERAL EA 730.0000 31,390.00 1.000 730.00 8.000 5,840.00 (S) 169 CONCRETE CAP OVER SEWER M3 500.0000 20,000.00 0.000 0.00 (S) 170 MINOR CONCRETE (PIPE ENCASEMENT) M3 170.0000 40,800.00 7.650 1,300.50 90.370 15,362.90 (S) 171 TELEVISE SEWER LS 22,000.0000 22,000.00 0.150 3,300.00 (S) 172 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 22.0000 10,120.00 0.000 0.00 173 ROCK SLOPE PROTECTION M3 28.0000 896.00 0.000 0.00 (FACING, METHOD B) 174 CONCRETE (CHANNEL LINING) M3 400.0000 236,000.00 0.000 0.00 175 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,600.00 0.000 0.00 176 MINOR CONCRETE (MISCELLANEOUS M3 270.0000 251,100.00 22.000 5,940.00 176.330 47,609.10 CONSTRUCTION) 177 MINOR CONCRETE (GUTTER) M3 375.0000 27,000.00 26.900 10,087.50 (F) 178 MINOR CONCRETE (COLORED) M2 35.0000 48,300.00 0.000 0.00 179 MINOR CONCRETE (TEXTURED PAVING) M2 85.0000 24,650.00 0.000 0.00 180 MISCELLANEOUS IRON AND STEEL KG 2.0000 35,814.00 2,680.000 5,360.00 (F) 181 MISCELLANEOUS METAL KG 9.0000 138,060.00 350.000 3,150.00 2,190.000 19,710.00 (SF)(RESTRAINER - CABLE TYPE) 182 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 182,100.00 497.100 2,982.60 10,257.890 61,547.34 (SF) 183 CHAIN LINK FENCE (TYPE CL-1.2, M 45.0000 5,400.00 0.000 0.00 (S) VINYL-CLAD) 184 CHAIN LINK FENCE (TYPE CL-1.8) M 38.0000 261,820.00 281.300 10,689.40 281.300 10,689.40 (S) PROGRAM CAS145 PAGE 8 DATE 10/26/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:08 AM ESTIMATE NO. 16 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 10/26/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 3,000.00 0.000 0.00 (S) 186 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 6,300.00 0.000 0.00 (S) 187 DELINEATOR (CLASS 1) EA 40.0000 6,000.00 0.000 0.00 188 OBJECT MARKER EA 90.0000 990.00 0.000 0.00 189 METAL BEAM GUARD RAILING (WOOD POST) M 82.0000 60,680.00 174.000 14,268.00 174.000 14,268.00 (S) 190 PEDESTRIAN PROTECTIVE RAILING M 700.0000 2,100.00 0.000 0.00 (SF) 191 CONCRETE BARRIER (TYPE 25) M 110.0000 749,210.00 0.000 0.00 (F) 192 CONCRETE BARRIER (TYPE 25B) M 170.0000 487,900.00 0.000 0.00 193 CONCRETE BARRIER (TYPE 27B) M 170.0000 28,900.00 0.000 0.00 194 CONCRETE BARRIER (TYPE 50) M 145.0000 13,485.00 0.000 0.00 195 CONCRETE BARRIER (TYPE 50C) M 150.0000 45,000.00 0.000 0.00 196 CONCRETE BARRIER (TYPE 50D) M 100.0000 8,000.00 0.000 0.00 197 CONCRETE BARRIER (TYPE 50E) M 370.0000 99,900.00 0.000 0.00 198 CABLE RAILING M 25.0000 30,350.00 331.000 8,275.00 331.000 8,275.00 (SF) 199 REMOVABLE BARRIER POST EA 550.0000 1,100.00 0.000 0.00 (S) 200 CABLE ANCHOR ASSEMBLY EA 600.0000 600.00 0.000 0.00 (S) 201 CABLE ANCHOR ASSEMBLY EA 500.0000 9,000.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 202 TERMINAL SECTION (TYPE B) EA 100.0000 500.00 0.000 0.00 (S) 203 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 77,000.00 0.000 0.00 (S) 204 RETURN SECTION EA 110.0000 110.00 0.000 0.00 (S) 205 CRASH CUSHION, SAND FILLED EA 7,200.0000 7,200.00 0.000 0.00 (S) 206 CRASH CUSHION (QUADGUARD) EA 30,500.0000 152,500.00 0.000 0.00 (S) 207 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 10,260.00 0.000 0.00 (S) 208 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 13,280.00 0.000 0.00 (S) 209 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 4,064.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 210 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.5000 363.00 0.000 0.00 (S) (BROKEN 1.83 M - 0.31 M) 211 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 851.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 9 DATE 10/26/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:08 AM ESTIMATE NO. 16 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 10/26/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 12,920.00 1,182.000 472.80 (S) 213 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 13,680.00 2,292.000 2,750.40 (S) 214 PAVEMENT MARKER (REFLECTIVE) EA 3.4000 20,706.00 958.000 3,257.20 (S) 215 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.000 0.00 (S) 216 SIGNAL AND LIGHTING (LOCATION 2) LS 12,000.0000 12,000.00 0.000 0.00 (S) 217 LIGHTING AND SIGN ILLUMINATION LS 525,000.0000 525,000.00 0.020 10,500.00 (S) 218 IRRIGATION CONTROLLER ENCLOSURE EA 4,000.0000 12,000.00 0.000 0.00 (S) CABINET (SINGLE) 219 IRRIGATION CONTROLLER ENCLOSURE EA 6,000.0000 18,000.00 0.000 0.00 (S) CABINET (DOUBLE) 220 COMMUNICATION CONDUIT (BRIDGE) M 14.0000 20,720.00 67.000 938.00 (SF) 221 TRAFFIC MONITORING STATION LS 41,000.0000 41,000.00 0.000 0.00 (S) 222 RAMP METERING SYSTEM (LOCATION 1) LS 48,000.0000 48,000.00 0.000 0.00 (S) 223 RAMP METERING SYSTEM (LOCATION 2) LS 26,000.0000 26,000.00 0.000 0.00 (S) 224 RAMP METERING SYSTEM (LOCATION 3) LS 58,000.0000 58,000.00 0.000 0.00 (S) 225 RAMP METERING SYSTEM (LOCATION 4) LS 58,000.0000 58,000.00 0.000 0.00 (S) 226 REMOVE RAMP METERING SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 (S) (LOCATION 5) 227 150 MM FIRE HYDRANT ASSEMBLY EA 2,700.0000 29,700.00 4.000 10,800.00 (S) PROGRAM CAS145 PAGE 10 DATE 10/26/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 09:08 AM ESTIMATE NO. 16 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/00 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 10/26/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,381,461.29 18,475,451.22 ADJUSTMENT OF COMPENSATION 17,268.67 140,600.90 EXTRA WORK 167,409.50 739,383.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,566,139.46 19,355,435.17 228 MOBILIZATION LS 6000,000.0000 6000,000.00 0.950 5,700,000.00 ORIGINAL CONTRACT AMOUNT 62,309,296.00 TOTAL WORK COMPLETED 1,566,139.46 25,055,435.17 MATERIALS ON HAND ON SITE 1,426,309.79 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -33,751.91 TOTAL 1,576,139.46 26,447,993.05 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 06/25/99 1100 07/12/99 07/12/99 12/18/02 315 9 0 0 39% 37% PROGRESS IS SATISFACTORY MORGAN, BILL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/00