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 08/22/00 EST. NO.10 TIME 02:31 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 0026-1 -851.90 E.W. @ F.A.(+) 042400 N 41 0 DAO CORRECTING ENTRY 0026-2 821.39 042400 N 41 0 DAO CORRECTING ENTRY 0027-1 -769.82 042500 N 42 0 DAO CORRECTING ENTRY 0027-2 739.31 042500 N 42 0 DAO CORRECTING ENTRY 0029-3 -903.47 042600 N 45 0 DAO CORRECTING ENTRY 0029-4 872.96 042600 N 45 0 DAO CORRECTING ENTRY 0030-3 -867.42 042700 N 46 0 DAO CORRECTING ENTRY 0030-4 836.91 042700 N 46 0 DAO CORRECTING ENTRY 0033-1 -1,136.28 042800 N 47 0 DAO CORRECTING ENTRY 0033-2 1,105.77 042800 N 47 0 DAO CORRECTING ENTRY 0034-1 -1,120.61 050100 N 48 0 DAO CORRECTING ENTRY 0034-2 1,090.10 050100 N 48 0 DAO CORRECTING ENTRY 0035-1 -867.16 050200 N 49 0 DAO CORRECTING ENTRY 0035-2 836.65 050200 N 49 0 DAO CORRECTING ENTRY 0036-1 -949.24 050300 N 50 0 DAO CORRECTING ENTRY 0036-2 918.73 050300 N 50 0 DAO CORRECTING ENTRY 0037-1 -949.24 050400 N 51 0 DAO CORRECTING ENTRY 0037-2 918.73 050400 N 51 0 DAO CORRECTING ENTRY 0038-1 -956.36 050500 N 52 0 DAO CORRECTING ENTRY 0038-2 925.85 050500 N 52 0 DAO CORRECTING ENTRY 0039-1 -944.50 050900 N 53 0 DAO CORRECTING ENTRY 0039-2 913.99 050900 N 53 0 DAO CORRECTING ENTRY 0040-1 -903.47 051000 N 54 0 DAO CORRECTING ENTRY 0040-2 872.96 051000 N 54 0 DAO CORRECTING ENTRY 0041-1 -903.47 051100 N 55 0 DAO CORRECTING ENTRY 0041-2 872.96 051100 N 55 0 DAO CORRECTING ENTRY 0048-1 -985.54 050800 N 62 0 DAO CORRECTING ENTRY 0048-2 955.03 050800 N 62 0 DAO CORRECTING ENTRY 0079 56.01 062000 N 115.00 0090 61.55 042400 N 184 0 0090-1 -61.55 042400 N 184 0 DAO CORRECTING ENTRY 0090-2 61.03 042400 N 184 0 DAO CORRECTING ENTRY 0091 61.03 042500 N 185 0 0092 61.03 042600 N 186 0 0093 61.03 042700 N 187 0 0094 61.03 042800 N 188 0 0095 61.03 050100 N 189 0 0096 61.03 050200 N 190 0 0097 61.03 050300 N 191 0 0098 61.03 050400 N 191 0 0099 61.03 050500 N 191 0 0100 61.03 050800 N 191 0 0101 61.03 050900 N 191 0 0102 61.03 051000 N 195 0 0103 61.03 051100 N 195 0 0104 1,189.93 061200 N 157.00 0105 260.86 062300 N 108 0 0106 941.73 062800 N 140 0 0107 5,294.42 062900 N 158 0 0109 47.20 063000 N 154 0 0110 1,489.13 070500 N 150 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 08/22/00 EST. NO.10 TIME 02:31 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 --------------------------------------------------------------------------- 0111 812.24 070600 N 152 0 0112 888.96 070600 N 153 0 0113 387.61 070700 N 151 0 0114 376.83 071000 N 161 0 0115 372.57 071100 N 164 0 0116 372.57 071200 N 166 0 0117 372.57 071300 N 170 0 0118 372.57 071400 N 171 0 0119 372.57 071700 N 178 0 0120 380.61 071800 N 177 0 0121 94.40 071900 N 175 0 0122 385.76 071900 N 176 0 0123 47.20 072100 N 173 0 0124 208.12 072700 N 180 0 0125 26.38 072700 N 181 0 0126 114.68 072800 N 211 0 0127 208.12 072800 N 182 0 0128 739.38 073100 N 198 0 0129 340.04 080300 N 199 0 0130 47.20 080400 N 200 0 0131 62.44 080700 N 204 0 0132 188.77 080700 N 203 0 0133 83.24 080800 N 206 0 0134 47.20 080800 N 207 0 0135 144.10 080900 N 208 0 0136 296.95 081000 N 209 0 0137 368.98 081100 N 212 0 0138 271.28 081100 N 210 0 007 0001 91.73 E.W. @ F.A.(+) 032300 N 007 0 0002 299.95 032900 N 11 0 0003 357.29 041900 N 95 0 0004 1,104.30 042200 N 2 0 0005 561.44 050100 N 15 0 0006 481.67 033000 N 14 0 0007 22,840.33 E.W. @ U.P (+) VAR N 17 0 0008 205.19 E.W. @ F.A.(+) 042100 N 18 0 0009 213.72 042500 N 12 0 0010 271.93 032400 N 21 0 0011 190.21 041200 N 23 0 0012 693.97 042200 N 24 0 0013 41.04 050200 N 003 0 0014 279.66 051200 N 32 0 0015 255.34 051600 N 25 0 0016 46.61 052300 N 26 0 0017 93.23 052300 N 27 0 0018 254.18 060100 N 28 0 0019 141.66 060600 N 29 0 0020 202.55 060900 N 30 0 0021 8,050.87 A.C. @ L.S.(+) 040100 N 16 0 0022 3,544.67 E.W. @ F.A.(+) 040300 N 22 0 0023 682.12 042200 N 13 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 08/22/00 EST. NO.10 TIME 02:31 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 --------------------------------------------------------------------------- 0024 147.06 071000 N 162 0 0025 94.40 071400 N 172 0 0026 47.20 071700 N 179 0 0027 68.01 072100 N 174 0 0028 68.01 080800 N 205 0 009 0001 47.20 E.W. @ F.A.(+) 071100 N 163 0 011 0006 88.83 E.W. @ F.A.(+) 033000 N 146 0 0007 1,077.69 040300 N 8 0 0108 299.23 062900 N 137 0 013 0001-1 -378.21 E.W. @ F.A.(+) 032900 N 167 0 DAO CORRECTING ENTRY 0001-2 402.69 032900 N 167 0 DAO CORRECTING ENTRY 0002-1 -411.92 033000 N 168 0 DAO CORRECTING ENTRY 0002-2 411.92 033000 N 168 0 DAO CORRECTING ENTRY 014 0020 187.73 E.W. @ F.A.(+) 061200 N 127 0 0021 883.69 061300 N 3 0 0022 187.73 061400 N 128 0 0023 187.73 071000 N 125 0 0024 187.73 071200 N 126 0 0025 1,150.00 071700 N 169 0 0026 8,356.24 072800 N 183 0 016 0001 187.68 E.W. @ F.A.(+) 042100 N 3 0 019 0001 52.18 E.W. @ F.A.(+) 050200 N 1 0 0002 274.48 061300 N 2 0 022 0001 1,709.40 A.C. @ U.P.(+) 071300 N 160 0 0002 5,044.42 071300 N 165 0 024 0001 90,176.16 A.C. @ L.S.(+) VAR N 0 027 0001 -4,703.46 A.C. @ U.P.(-) VAR N 213 0 164,837.38 TOTAL THIS ESTIMATE 250,435.80 TOTAL PREVIOUS ESTIMATE 415,273.18 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 08/22/00 EST. NO.10 TIME 02:31 PM R.E. NAME: BANKSTON, TROY 11-001934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WELDING -264.00 10 -264.00 -264.00 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCUMENTS -6,024.94 10 -6,024.94 -6,024.94 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 3,975.06 -36,024.94 TOTAL DEDUCTIONS -2,313.88 -42,313.88 PROGRAM CAS145 PAGE 1 DATE 08/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:31 PM ESTIMATE NO. 10 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 08/20/00 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 08/22/00 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 0.023 3,565.00 0.171 26,505.00 004 CONSTRUCTION AREA SIGNS LS 55,000.0000 55,000.00 0.051 2,805.00 0.165 9,075.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 22,000.0000 22,000.00 0.033 726.00 0.277 6,094.00 (S) 006 TYPE III BARRICADE EA 60.0000 6,060.00 2.000 120.00 10.000 600.00 (S) 007 TEMPORARY PAVEMENT MARKING (PAINT) M2 38.0000 798.00 0.000 0.00 (S) 008 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 1,515.00 570.000 855.00 2,027.000 3,040.50 (S) 009 TRAFFIC PLASTIC DRUM EA 34.0000 20,400.00 21.000 714.00 77.000 2,618.00 (S) 010 TEMPORARY PAVEMENT MARKER EA 4.4000 484.00 58.000 255.20 125.000 550.00 (S) 011 TEMPORARY EROSION CONTROL HA 3,600.0000 18,000.00 0.000 0.00 (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 27,940.00 171.800 3,779.60 1,103.400 24,274.80 014 TEMPORARY CRASH CUSHION MODULE EA 210.0000 37,800.00 -46.000 -9,660.00 84.000 17,640.00 015 ABANDON CULVERT EA 820.0000 5,740.00 4.500 3,690.00 016 ABANDON PIPELINE EA 1,100.0000 9,900.00 2.750 3,025.00 (S) 017 OBLITERATE SURFACING M2 3.0000 3,090.00 342.000 1,026.00 018 REMOVE TRAFFIC STRIPE M 3.5000 5,425.00 226.000 791.00 654.000 2,289.00 019 REMOVE ASPHALT CONCRETE DIKE M 3.0000 1,590.00 0.000 0.00 020 REMOVE CULVERT M 72.0000 5,184.00 5.500 396.00 74.100 5,335.20 021 REMOVE INLET EA 820.0000 3,280.00 1.000 820.00 4.000 3,280.00 022 REMOVE HEADWALL EA 660.0000 2,640.00 3.000 1,980.00 PROGRAM CAS145 PAGE 2 DATE 08/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:31 PM ESTIMATE NO. 10 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 08/20/00 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 08/22/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,300.00 024 REMOVE SEWER PIPE M 66.0000 3,960.00 0.000 0.00 025 MODIFY MANHOLE EA 1,750.0000 8,750.00 0.250 437.50 026 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 3,300.00 0.000 0.00 (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 0.000 0.00 029 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 0.014 490.00 0.671 23,485.00 031 ROADWAY EXCAVATION M3 1.9000 1056,400.00 457,302.600 868,874.94 032 STRUCTURE EXCAVATION (BRIDGE) M3 4.0000 19,464.00 1,865.000 7,460.00 2,885.000 11,540.00 (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 36.000 1,728.00 (F) 035 STRUCTURE BACKFILL (RETAINING WALL) M3 155.0000 30,380.00 194.000 30,070.00 (F) 036 SAND BACKFILL M3 150.0000 6,900.00 36.800 5,520.00 037 DITCH EXCAVATION M3 22.0000 15,180.00 0.000 0.00 038 EMBANKMENT M3 1.0000 555,000.00 440,798.500 440,798.50 039 HIGHWAY PLANTING LS 675,000.0000 675,000.00 0.000 0.00 (S) 040 IMPORTED TOPSOIL M3 30.0000 116,700.00 0.000 0.00 (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 0.000 0.00 (SF) 044 NPS 4 SUPPLY LINE (BRIDGE) M 160.0000 43,040.00 0.000 0.00 (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 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 049 FINISHING ROADWAY LS 22,000.0000 22,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:31 PM ESTIMATE NO. 10 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 08/20/00 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 08/22/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 954,200.00 560.000 14,560.00 560.000 14,560.00 051 ASPHALT TREATED PERMEABLE BASE M3 85.0000 505,750.00 0.000 0.00 052 ASPHALT CONCRETE (TYPE A) TONN 45.0000 742,500.00 510.000 22,950.00 510.000 22,950.00 053 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 480,000.00 0.000 0.00 054 PLACE ASPHALT CONCRETE DIKE M 4.0000 21,120.00 0.000 0.00 055 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 26,000.00 263.000 5,260.00 263.000 5,260.00 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 0.000 0.00 058 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 0.054 14,040.00 0.054 14,040.00 (S) 064 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 360.0000 208,080.00 58.000 20,880.00 236.000 84,960.00 (F) 065 STRUCTURAL CONCRETE, BRIDGE M3 475.0000 2415,850.00 94.000 44,650.00 292.000 138,700.00 (F) 066 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 177,650.00 0.000 0.00 (F) (TYPE N) 067 CLASS 2 CONCRETE M3 1,100.0000 38,500.00 -12.550 -13,805.00 27.160 29,876.00 068 CLASS 2 CONCRETE (RETAINING WALL) M3 250.0000 60,750.00 112.000 28,000.00 (F) 069 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 261,300.00 16.100 20,930.00 65.570 85,241.00 (F) 070 MINOR CONCRETE (BACKFILL) M3 220.0000 1,320.00 0.000 0.00 071 FRACTURED RIB TEXTURE M2 100.0000 11,000.00 4.000 400.00 66.000 6,600.00 (F) 072 DRY STACK TEXTURE M2 85.0000 33,490.00 0.000 0.00 (F) 073 PLANTABLE RETAINING WALL M2 385.0000 1613,150.00 0.000 0.00 074 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 100.0000 22,000.00 0.000 0.00 (SF) 075 SOUND WALL (MASONRY BLOCK) M2 180.0000 994,320.00 0.000 0.00 (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 08/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:31 PM ESTIMATE NO. 10 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 08/20/00 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 08/22/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (S) 079 BAR REINFORCING STEEL KG 2.2000 4,138.20 -662.000 -1,456.40 1,464.000 3,220.80 (SF) 080 BAR REINFORCING STEEL (BRIDGE) KG 0.9500 719,952.75 23,335.000 22,168.25 58,482.000 55,557.90 (SF) 081 BAR REINFORCING STEEL (RETAINING WALL) KG 3.2000 14,352.00 -2,460.000 -7,872.00 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 0.000 0.00 089 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 85,800.00 210.700 27,391.00 210.700 27,391.00 092 600 MM REINFORCED CONCRETE PIPE M 150.0000 175,500.00 318.100 47,715.00 489.830 73,474.50 093 750 MM REINFORCED CONCRETE PIPE M 210.0000 39,900.00 74.100 15,561.00 74.100 15,561.00 094 900 MM REINFORCED CONCRETE PIPE M 260.0000 163,800.00 -384.000 -99,840.00 631.400 164,164.00 095 1050 MM REINFORCED CONCRETE PIPE M 325.0000 19,175.00 -58.800 -19,110.00 58.800 19,110.00 096 1200 MM REINFORCED CONCRETE PIPE M 375.0000 101,250.00 -189.520 -71,070.00 262.400 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 -0.240 -144.00 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 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 0.000 0.00 103 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 19,500.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:31 PM ESTIMATE NO. 10 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 08/20/00 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 08/22/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.100 2,652.00 22.100 2,652.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 105 600 MM WELDED STEEL PIPE CASING M 250.0000 19,250.00 54.750 13,687.50 (9.53 MM THICK) 106 600 MM CONCRETE FLARED END SECTION EA 1,300.0000 6,500.00 0.000 0.00 107 150 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 1.500 487.50 109 250 MM GATE VALVE EA 1,600.0000 4,800.00 0.750 1,200.00 110 300 MM GATE VALVE EA 1,900.0000 1,900.00 0.750 1,425.00 111 400 MM BUTTERFLY VALVE EA 3,800.0000 15,200.00 3.750 14,250.00 112 900 MM PRECAST CONCRETE PIPE RISER M 425.0000 7,225.00 9.230 3,922.75 9.230 3,922.75 113 25 MM WATER LATERAL EA 1,100.0000 11,000.00 1.000 1,100.00 1.000 1,100.00 (S) 114 50 MM WATER LATERAL EA 1,650.0000 8,250.00 0.000 0.00 (S) 115 200 MM POLYVINYL CHLORIDE M 220.0000 35,200.00 110.200 24,244.00 (S) WATER PIPE 116 250 MM POLYVINYL CHLORIDE M 300.0000 51,000.00 169.000 50,700.00 (S) WATER PIPE 117 400 MM POLYVINYL CHLORIDE M 325.0000 204,750.00 227.000 73,775.00 (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 0.000 0.00 (S) 121 ROCK ENERGY DISSIPATOR M3 230.0000 161.00 0.000 0.00 122 CONCRETE (DITCH LINING) M3 400.0000 96,000.00 0.000 0.00 123 SLOPE PAVING (MASONRY BLOCK) M2 170.0000 241,910.00 0.000 0.00 (F) 124 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 156,000.00 0.000 0.00 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 0.000 0.00 (SF) 127 MISCELLANEOUS METAL (BRIDGE) KG 9.5000 10,953.50 0.000 0.00 (SF) 128 CHAIN LINK FENCE (TYPE CL-1.8) M 27.0000 126,090.00 0.000 0.00 (S) 129 LOCKABLE CONTROL GATE EA 2,500.0000 2,500.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 08/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:31 PM ESTIMATE NO. 10 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 08/20/00 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 08/22/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (S) 135 CHAIN LINK RAILING (TYPE 7) M 100.0000 28,700.00 0.000 0.00 (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 0.000 0.00 (F) 139 CONCRETE BARRIER (TYPE 25A) M 150.0000 12,450.00 0.000 0.00 140 CONCRETE BARRIER (TYPE 26) M 240.0000 34,320.00 0.000 0.00 (F) 141 CONCRETE BARRIER (TYPE 26 MODIFIED) M 320.0000 46,080.00 0.000 0.00 (F) 142 CONCRETE BARRIER (TYPE 27 MODIFIED) M 160.0000 26,880.00 0.000 0.00 (F) 143 CABLE RAILING M 25.0000 35,750.00 0.000 0.00 (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 0.000 0.00 (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 0.000 0.00 (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 0.000 0.00 (S) 156 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 9,060.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 08/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:31 PM ESTIMATE NO. 10 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 08/20/00 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 08/22/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (S) 161 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.000 0.00 (S) 162 SIGNAL AND LIGHTING (LOCATION 3) LS 55,000.0000 55,000.00 0.000 0.00 (S) 163 SIGNAL AND LIGHTING (LOCATION 4) LS 68,000.0000 68,000.00 0.000 0.00 (S) 164 LIGHTING AND SIGN ILLUMINATION LS 70,000.0000 70,000.00 0.000 0.00 (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 0.000 0.00 (S) 167 COMMUNICATION CONDUIT (BRIDGE) M 75.0000 28,500.00 0.000 0.00 (S) 168 SPRINKLER CONTROL CONDUIT (BRIDGE) M 40.0000 14,000.00 0.000 0.00 (S) 169 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.000 0.00 (S) 170 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,000.0000 30,000.00 0.000 0.00 (S) 171 TRAFFIC MONITORING STATION (LOCATION 2) LS 25,000.0000 25,000.00 0.000 0.00 (S) 172 TRAFFIC MONITORING STATION (LOCATION 3) LS 30,000.0000 30,000.00 0.000 0.00 (S) 173 RAMP METERING SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 (S) 174 FIRE HYDRANT ASSEMBLY EA 4,200.0000 21,000.00 2.500 10,500.00 (S) PROGRAM CAS145 PAGE 8 DATE 08/22/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:31 PM ESTIMATE NO. 10 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 08/20/00 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 08/22/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 60,249.40 3,314,914.89 ADJUSTMENT OF COMPENSATION 100,277.39 136,308.39 EXTRA WORK 64,559.99 278,964.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 225,086.78 3,730,188.07 175 MOBILIZATION LS 1600,534.0000 1600,534.00 0.750 1,200,400.50 ORIGINAL CONTRACT AMOUNT 21,210,722.10 TOTAL WORK COMPLETED 225,086.78 4,930,588.57 MATERIALS ON HAND ON SITE 107,600.04 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,313.88 -42,313.88 TOTAL 222,772.90 4,995,874.73 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 09/11/03 110 75 0 0 23% 18% PROGRESS IS SATISFACTORY BANKSTON, TROY RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 08/22/00