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 08/21/00 EST. NO.37 TIME 12:19 PM R.E. NAME: HARTMAN, DARRELL 12-012624 --------------------------------------------------------------------------- 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 0245 579.30 E.W. @ F.A.(+) 021600 N 1046.0 0246 391.74 022200 N 1109.0 0247 743.47 031600 N 1110.0 0248 510.14 033100 N 1111.0 0249 52.67 040700 N 1112.0 0250 99.17 042000 N 1115.0 0251 269.51 042800 N 1194.0 0252 634.15 050500 N 1196.0 0253 503.84 051200 N 1198.0 0254 397.53 060100 N 1161 0 0255 518.32 060200 N 1162 0 0256 1,495.20 061900 N 1228 0 0257 137.03 062600 N 1229 0 0258 281.25 012000 N 927 0 0259 10,821.55 022299 N 1167 0 0260 66.82 050400 N 1195.0 0261 137.16 050800 N 1197.0 0262 438.47 053100 N 1184.0 004 0042 231.21 E.W. @ F.A.(+) 040300 N 1120.0 0043 390.26 040500 Y 1121.0 011 0018 839.13 E.W. @ F.A.(+) 051900 Y 1202.0 017 0008 848.00 E.W. @ F.A.(+) 032200 N 1239.0 042 0003 10,186.60 A.C. @ L.S.(+) 081700 N 0 054 0001 111,494.19 A.C. @ U.P.(+) 080100 N 0 071 0045 439.06 E.W. @ F.A.(+) 042100 N 1127.0 0046 694.14 042400 N 1128.0 0047 694.14 042500 N 1129.0 0048 694.14 042600 N 1130.0 0049 694.14 042700 N 1211.0 0050 694.14 042800 N 1212.0 0051 368.00 042800 N 1205.0 0052 694.14 050100 N 1213.0 0053 694.14 050300 N 1215.0 0054 694.14 050400 N 1216.0 0055 694.14 050500 N 1217.0 0056 368.00 050500 N 1218.0 097 0001 44,360.00 E.W. @ L.S.(+) 080100 N 0 099 0027 2,464.07 E.W. @ F.A.(+) 040300 N 1177 0 0028 2,115.93 040400 N 1178 0 101 0001 405.95 E.W. @ F.A.(+) 021800 N 992 0 0002 2,911.93 021100 N 990 0 0003 2,146.00 020800 N 1016 0 0004 3,572.84 010700 N 501 0 0005 4,750.88 020800 N 943 0 0006 3,712.20 021000 N 944 0 0007 3,178.34 021800 N 991 0 112 0001 415.41 E.W. @ F.A.(+) 061400 N 123330 219,522.58 TOTAL THIS ESTIMATE 3,280,394.13 TOTAL PREVIOUS ESTIMATE 3,499,916.71 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 08/21/00 EST. NO.37 TIME 12:19 PM R.E. NAME: HARTMAN, DARRELL 12-012624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC PAVING OUT OF C -1,556.00 14 PPC OUT OF CONTRACT -476.00 23 CLASS II SPECIFICA. -744.75 34 0.00 -2,776.75 LABOR COMPLIANCE VIOLATION UNSATIS. PAYROLL -10,000.00 04 UNSATIS. PAYROLLS -10,000.00 07 MCGUIRE CONSTRUCTION -10,000.00 09 UNSATISFATORY PAYROL -10,000.00 27 RETURN DEDUCTIONS 40,000.00 28 UNSATIS. PAYROLL -5,000.00 30 UNSAT.PAYRL CAZTECA 5,000.00 34 0.00 0.00 TOTAL DEDUCTIONS 0.00 -2,776.75 PROGRAM CAS145 PAGE 1 DATE 08/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 12:19 PM ESTIMATE NO. 37 BID OPENING 06/12/97 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: HARTMAN, DARRELL DATE OF THIS ESTIMATE 08/21/00 LOCATION PROGRESS ESTIMATE 12-ORA-5-38.6/39.9 ----------------- C. C. MYERS, INC. IN ORANGE COUNTY IN ANAHEIM FROM 1822 LEWIS STREET BROADWAY TO 0.1 MI SOUTH OF ANAHEIM, CA 92805 CRESCENT AVENUE 714 938-0368 FED. AID NO. N O N E WIDEN FREEWAY, MODIFY 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 8,000.0000 8,000.00 0.900 7,200.00 002 TEMPORARY FENCE (TYPE CL-6) LF 3.0000 13,590.00 3,729.000 11,187.00 003 TEMPORARY SHORING LF 1.0000 450.00 450.000 450.00 004 18" TEMPORARY CULVERT LF 50.0000 5,500.00 129.000 6,450.00 005 60" TEMPORARY CULVERT LF 70.0000 2,450.00 0.000 0.00 006 36" TEMPORARY CORRUGATED STEEL EA 1,000.0000 1,000.00 2.000 2,000.00 PIPE INLET 007 PREPARE STORM WATER POLLUTION PREVENTION LS 8,000.0000 8,000.00 0.800 6,400.00 PLAN 008 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.020 2,500.00 0.610 76,250.00 009 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.890 22,250.00 (S) 010 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.050 15,000.00 0.950 285,000.00 (S) 011 TYPE III BARRICADE EA 70.0000 3,220.00 31.000 2,170.00 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.0000 5,800.00 168.000 168.00 6,600.000 6,600.00 013 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.4000 69,580.00 1,782.000 2,494.80 014 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 12.0000 180.00 0.000 0.00 015 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 42,900.00 17,474.000 5,242.20 214,328.000 64,298.40 016 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 83.000 2,905.00 764.000 26,740.00 017 TEMPORARY PAVEMENT MARKER EA 2.2000 19,294.00 1,237.000 2,721.40 13,655.000 30,041.00 018 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,000.0000 56,000.00 4.000 56,000.00 019 TEMPORARY RAILING (TYPE K) LF 8.5000 601,800.00 42,180.000 358,530.00 (S) 020 TEMPORARY CRASH CUSHION MODULE EA 250.0000 10,000.00 58.000 14,500.00 021 TEMPORARY TRAFFIC SCREEN LF 1.5000 64,200.00 840.000 1,260.00 022 ABANDON CULVERT EA 600.0000 1,200.00 1.000 600.00 PROGRAM CAS145 PAGE 2 DATE 08/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 12:19 PM ESTIMATE NO. 37 BID OPENING 06/12/97 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: HARTMAN, DARRELL DATE OF THIS ESTIMATE 08/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON MANHOLE EA 350.0000 1,750.00 5.000 1,750.00 024 ABANDON SEWER LINE EA 2,000.0000 20,000.00 10.000 20,000.00 025 REMOVE MASONRY BLOCK FENCE LF 10.0000 6,800.00 717.000 7,170.00 026 REMOVE CHAIN LINK FENCE LF 3.0000 46,800.00 12,772.000 38,316.00 027 REMOVE METAL BEAM GUARD RAILING LF 4.0000 27,040.00 5,799.000 23,196.00 028 REMOVE DOUBLE METAL BEAM BARRIER LF 5.0000 34,550.00 5,513.000 27,565.00 029 REMOVE CABLE RAILING LF 5.0000 4,250.00 0.000 0.00 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 6,550.00 2,842.000 1,421.00 102,608.000 51,304.00 031 REMOVE PAVEMENT MARKING SQFT 2.5000 1,250.00 1,738.000 4,345.00 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,000.00 3,252.000 3,252.00 033 REMOVE ROADSIDE SIGN EA 80.0000 12,800.00 0.000 0.00 034 REMOVE SIGN STRUCTURE EA 1,500.0000 13,500.00 7.000 10,500.00 035 REMOVE PUMP PLANT LS 10,000.0000 10,000.00 1.000 10,000.00 036 REMOVE CULVERT EA 2,000.0000 130,000.00 9.500 19,000.00 50.500 101,000.00 037 REMOVE INLET EA 500.0000 26,500.00 9.000 4,500.00 52.000 26,000.00 038 REMOVE HEADWALL EA 400.0000 5,200.00 5.000 2,000.00 039 REMOVE REINFORCED CONCRETE BOX CULVERT CY 75.0000 47,250.00 201.070 15,080.25 040 REMOVE MANHOLE EA 1,000.0000 7,000.00 7.000 7,000.00 041 REMOVE RETAINING WALL SQYD 11.0000 27,500.00 2,678.000 29,458.00 042 REMOVE SEWER PIPE LF 15.0000 4,200.00 280.000 4,200.00 043 REMOVE BASE AND SURFACING CY 6.0000 21,720.00 3,620.000 21,720.00 044 RELOCATE ROADSIDE SIGN EA 175.0000 1,050.00 0.000 0.00 045 ADJUST FRAME AND COVER TO GRADE EA 325.0000 3,250.00 11.000 3,575.00 046 MODIFY INLET EA 800.0000 19,200.00 2.000 1,600.00 22.000 17,600.00 047 MODIFY MANHOLE EA 1,500.0000 3,000.00 2.000 3,000.00 048 MODIFY SEWER MANHOLE TYPE I EA 1,500.0000 1,500.00 1.000 1,500.00 049 MODIFY SEWER MANHOLE TYPE II EA 1,500.0000 3,000.00 1.000 1,500.00 PROGRAM CAS145 PAGE 3 DATE 08/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 12:19 PM ESTIMATE NO. 37 BID OPENING 06/12/97 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: HARTMAN, DARRELL DATE OF THIS ESTIMATE 08/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 7,100.00 17,418.330 34,836.66 (S) 051 REMOVE CONCRETE CY 15.0000 13,500.00 27.000 405.00 900.680 13,510.20 052 REMOVE CONCRETE (CURB AND GUTTER) LF 1.5000 25,800.00 1,000.000 1,500.00 16,484.000 24,726.00 053 REMOVE REINFORCED CONCRETE SQYD 7.0000 47,600.00 7,523.600 52,665.20 (CHANNEL) 054 BRIDGE REMOVAL, LOCATION A LS 60,000.0000 60,000.00 1.000 60,000.00 055 BRIDGE REMOVAL, LOCATION B LS 70,000.0000 70,000.00 1.000 70,000.00 056 BRIDGE REMOVAL, LOCATION C LS 35,000.0000 35,000.00 1.000 35,000.00 057 BRIDGE REMOVAL, LOCATION D LS 20,000.0000 20,000.00 1.000 20,000.00 058 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 059 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.000 0.00 060 ROADWAY EXCAVATION CY 4.0000 2992,000.00 17,150.000 68,600.00 748,000.300 2,992,001.20 061 STRUCTURE EXCAVATION CY 10.0000 107,180.00 10,718.000 107,180.00 (F) (PUMPING PLANT) 062 STRUCTURE EXCAVATION (BRIDGE) CY 12.0000 162,600.00 13,550.000 162,600.00 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) CY 10.0000 133,530.00 -315.000 -3,150.00 13,301.000 133,010.00 (F) 064 STRUCTURE BACKFILL CY 10.0000 43,100.00 4,310.000 43,100.00 (F) (PUMPING PLANT) 065 STRUCTURE BACKFILL (BRIDGE) CY 15.0000 163,695.00 10,913.000 163,695.00 (F) 066 STRUCTURE BACKFILL (RETAINING WALL) CY 14.0000 199,934.00 13,064.000 182,896.00 (F) 067 PERVIOUS BACKFILL MATERIAL (RETAINING CY 40.0000 25,600.00 573.000 22,920.00 WALL) 068 SAND BACKFILL CY 60.0000 61,800.00 877.000 52,620.00 069 EARTH RETAINING STRUCTURE SQFT 30.0000 532,200.00 17,740.000 532,200.00 (F) 070 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.000 0.00 (S) 071 ROCK BLANKET SQYD 45.0000 206,550.00 0.000 0.00 072 EROSION CONTROL (TYPE D) ACRE 1,500.0000 22,500.00 3.000 4,500.00 (S) 073 TRANSPLANT PALM TREE EA 800.0000 80,000.00 -3.000 -2,400.00 97.000 77,600.00 074 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 (S) 075 IRRIGATION SYSTEM LS 55,000.0000 55,000.00 0.100 5,500.00 (S) 076 WATER METER LS 15,000.0000 15,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 08/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 12:19 PM ESTIMATE NO. 37 BID OPENING 06/12/97 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: HARTMAN, DARRELL DATE OF THIS ESTIMATE 08/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLASTIC PIPE CONDUIT LF 5.0000 27,150.00 3,265.000 16,325.00 (SCHEDULE 40) 078 10" CORRUGATED STEEL PIPE CONDUIT LF 25.0000 38,750.00 80.000 2,000.00 1,098.000 27,450.00 (S) (.064" THICK) 079 CLASS 2 AGGREGATE BASE CY 15.0000 874,500.00 1,700.000 25,500.00 47,347.270 710,209.05 080 TREATED PERMEABLE BASE CY 44.0000 1078,000.00 5,243.400 230,709.60 18,745.440 824,799.36 081 ASPHALT CONCRETE TON 33.0000 1296,900.00 2,607.650 86,052.45 36,154.440 1,193,096.52 082 PLACE ASPHALT CONCRETE DIKE LF 1.5000 34,500.00 6,535.000 9,802.50 083 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 11.0000 50,600.00 0.000 0.00 AREA) 084 PLACE RUMBLE STRIP (BY INDENTATION) STA 90.0000 11,700.00 0.000 0.00 085 CONCRETE PAVEMENT CY 85.0000 4173,500.00 11,000.000 935,000.00 34,078.980 2,896,713.30 086 SEAL PAVEMENT JOINT LF 1.1500 290,950.00 18,303.000 21,048.45 105,802.500 121,672.88 087 132" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 305,000.00 269.000 269,000.00 (S) PILING 088 18" CAST-IN-DRILLED-HOLE CONCRETE LF 23.0000 18,860.00 -748.000 -17,204.00 98.000 2,254.00 PILING (PILASTER) 089 FURNISH PILING (CLASS 100) LF 10.0000 73,100.00 6,839.000 68,390.00 090 DRIVE PILE (CLASS 100) EA 800.0000 158,400.00 200.000 160,000.00 (S) 091 FURNISH PILING (CLASS 70) LF 8.0000 296,912.00 488.000 3,904.00 37,184.500 297,476.00 092 DRIVE PILE (CLASS 70) EA 700.0000 760,200.00 13.000 9,100.00 1,099.000 769,300.00 (S) 093 FURNISH PILING (CLASS 45) LF 8.0000 110,664.00 13,392.090 107,136.72 094 DRIVE PILE (CLASS 45) EA 700.0000 282,800.00 393.000 275,100.00 095 16" CAST-IN-DRILLED-HOLE CONCRETE LF 25.0000 19,000.00 0.750 18.75 797.000 19,925.00 PILING (BARRIER) 096 16" CAST-IN-DRILLED-HOLE CONCRETE LF 25.0000 77,500.00 1,026.500 25,662.50 4,277.000 106,925.00 PILING (SOUND WALL) 097 PRESTRESSING CAST-IN-PLACE CONCRETE LS 600,000.0000 600,000.00 0.012 7,200.00 1.000 600,000.00 (S) 098 STRUCTURAL CONCRETE, PUMPING PLANT CY 300.0000 417,000.00 1,390.000 417,000.00 (F) 099 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 901,750.00 3,607.000 901,750.00 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 276.0000 5837,124.00 3.000 828.00 21,149.000 5,837,124.00 (F) 101 STRUCTURAL CONCRETE, RETAINING WALL CY 265.0000 1234,635.00 4,233.000 1,121,745.00 (F) 102 STRUCTURAL CONCRETE, APPROACH SLAB CY 300.0000 467,400.00 1,558.000 467,400.00 (F) (TYPE N) 103 CLASS A CONCRETE (BOX CULVERT) CY 315.0000 1653,750.00 5,566.540 1,753,460.10 PROGRAM CAS145 PAGE 5 DATE 08/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 12:19 PM ESTIMATE NO. 37 BID OPENING 06/12/97 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: HARTMAN, DARRELL DATE OF THIS ESTIMATE 08/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (MINOR STRUCTURE) CY 800.0000 769,600.00 41.720 33,376.00 906.530 725,224.00 (F) 105 MINOR CONCRETE (BACKFILL) CY 100.0000 23,500.00 242.380 24,238.00 (F) 106 SOUND WALL CAP LF 8.0000 38,960.00 4,025.000 32,200.00 107 PILASTER, SOUND WALL CY 500.0000 115,000.00 266.000 133,000.00 108 PILASTER, RETAINING WALL CY 500.0000 48,500.00 106.250 53,125.00 (F) 109 PILASTER, OVERCROSSING EA 1,000.0000 20,000.00 12.000 12,000.00 110 CONCRETE SURFACE TEXTURE SQFT 2.0000 82,484.00 37,239.000 74,478.00 (F) 111 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 8.0000 29,760.00 3,812.000 30,496.00 (S) 112 SOUND WALL (MASONRY BLOCK) SQFT 11.5000 757,850.00 1,000.000 11,500.00 59,895.000 688,792.50 (S) 113 JOINT SEAL ASSEMBLY (MR 3") LF 120.0000 89,880.00 749.000 89,880.00 (S) 114 JOINT SEAL ASSEMBLY (MR 4") LF 120.0000 8,880.00 0.000 0.00 (S) 115 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 350.0000 8,750.00 25.000 8,750.00 25.000 8,750.00 (S) 116 JOINT SEAL ASSEMBLY (MR 7") LF 400.0000 18,000.00 45.000 18,000.00 45.000 18,000.00 (S) 117 BAR REINFORCING STEEL (PUMPING PLANT) LB 0.4000 127,960.00 319,900.000 127,960.00 (SF) 118 BAR REINFORCING STEEL (BRIDGE) LB 0.4000 2421,032.80 6,052,582.000 2,421,032.80 (SF) 119 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4000 165,832.40 388,735.000 155,494.00 (SF) 120 BAR REINFORCING STEEL (BOX CULVERT) LB 0.3600 525,600.00 1,498,463.000 539,446.68 (S) 121 SHOTCRETE CY 300.0000 3,900.00 0.000 0.00 (S) 122 ISOLATION CASING LB 3.0000 45,450.00 15,150.000 45,450.00 (SF) 123 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.5000 7,600.00 1,520.000 3,800.00 (F) WITH WALKWAY) 124 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5000 4,560.00 0.000 0.00 (SF)WITH WALKWAY) 125 FURNISH SIGN STRUCTURE (TUBULAR) LB 1.5000 18,660.00 0.000 0.00 (SF) 126 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.3000 3,732.00 0.000 0.00 (SF) 127 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 24,300.00 11,750.000 11,750.00 (F) 128 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 24,300.00 0.000 0.00 (SF) 129 FURNISH SIGN STRUCTURE (TRUSS) LB 1.2500 109,187.50 78,480.000 98,100.00 (F) 130 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 26,205.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 6 DATE 08/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 12:19 PM ESTIMATE NO. 37 BID OPENING 06/12/97 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: HARTMAN, DARRELL DATE OF THIS ESTIMATE 08/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 17,400.00 61.000 12,200.00 (S) (SIGN FOUNDATION) 132 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 37,500.00 115.000 28,750.00 150.000 37,500.00 (S) (SIGN FOUNDATION) 133 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 300.0000 5,400.00 18.000 5,400.00 (S) (SIGN FOUNDATION) 134 METAL (BARRIER MOUNTED SIGN) EA 800.0000 4,800.00 0.000 0.00 135 METAL (RAIL MOUNTED SIGN) EA 700.0000 4,200.00 2.000 1,400.00 2.000 1,400.00 136 ROADSIDE SIGN (METAL POST) EA 200.0000 13,800.00 4.000 800.00 12.000 2,400.00 137 ROADSIDE SIGN - ONE POST EA 150.0000 7,200.00 25.000 3,750.00 138 ROADSIDE SIGN - TWO POST EA 350.0000 5,600.00 3.000 1,050.00 139 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 5,300.00 2.000 200.00 2.000 200.00 METHOD) 140 PAINT CONCRETE SURFACES SQFT 1.5000 58,296.00 5,341.000 8,011.50 (F) 141 PAINT CURB (2-COAT) LF 1.0000 7,810.00 78.000 78.00 142 18" ALTERNATIVE PIPE CULVERT LF 35.0000 3,430.00 262.000 9,170.00 143 24" ALTERNATIVE PIPE CULVERT LF 30.0000 357,000.00 7.000 210.00 11,827.000 354,810.00 144 30" ALTERNATIVE PIPE CULVERT LF 45.0000 9,900.00 -656.000 -29,520.00 212.000 9,540.00 145 36" ALTERNATIVE PIPE CULVERT LF 50.0000 105,000.00 656.000 32,800.00 2,059.000 102,950.00 146 42" ALTERNATIVE PIPE CULVERT LF 55.0000 45,100.00 816.000 44,880.00 147 48" ALTERNATIVE PIPE CULVERT LF 90.0000 67,500.00 230.000 20,700.00 736.000 66,240.00 148 18" REINFORCED CONCRETE PIPE LF 35.0000 141,050.00 5.000 175.00 4,632.000 162,120.00 149 24" REINFORCED CONCRETE PIPE LF 40.0000 44,400.00 30.000 1,200.00 847.000 33,880.00 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 151 36" REINFORCED CONCRETE PIPE LF 50.0000 80,000.00 1,632.000 81,600.00 152 48" REINFORCED CONCRETE PIPE LF 80.0000 19,200.00 112.000 8,960.00 265.000 21,200.00 153 60" REINFORCED CONCRETE PIPE LF 150.0000 129,300.00 845.000 126,750.00 154 72" REINFORCED CONCRETE PIPE LF 225.0000 360,000.00 1,578.000 355,050.00 155 60" REINFORCED CONCRETE PIPE (CLASS V) LF 180.0000 30,600.00 164.000 29,520.00 156 JACKED 60" REINFORCED CONCRETE PIPE LF 850.0000 374,000.00 440.000 374,000.00 (CLASS II) 157 JACKED 72" REINFORCED CONCRETE PIPE LF 950.0000 133,000.00 140.000 133,000.00 (CLASS III) PROGRAM CAS145 PAGE 7 DATE 08/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 12:19 PM ESTIMATE NO. 37 BID OPENING 06/12/97 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: HARTMAN, DARRELL DATE OF THIS ESTIMATE 08/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 JACKED 12' X 7' REINFORCED CONCRETE LF 2,500.0000 237,500.00 95.000 237,500.00 BOX 159 18" SLOTTED CORRUGATED STEEL PIPE LF 40.0000 42,000.00 20.000 800.00 428.000 17,120.00 (.079" THICK) 160 3" PLASTIC PIPE (EDGE DRAIN) LF 5.5000 117,150.00 2,819.000 15,504.50 16,859.000 92,724.50 161 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 10.0000 10,900.00 132.000 1,320.00 436.800 4,368.00 162 36" AUTOMATIC DRAINAGE GATE EA 2,200.0000 4,400.00 2.000 4,400.00 163 48" AUTOMATIC DRAINAGE GATE EA 3,000.0000 6,000.00 2.000 6,000.00 164 48" REINFORCED CONCRETE SEWER PIPE LF 200.0000 334,000.00 1,670.000 334,000.00 (S) (CLASS IV, RUBBER GASKET JOINT) 165 48" STEEL SEWER CASING LF 250.0000 152,500.00 610.000 152,500.00 (S) 166 JACKED 48" STEEL SEWER CASING LF 500.0000 175,000.00 350.000 175,000.00 (S) 167 72" STEEL SEWER CASING LF 600.0000 420,000.00 700.000 420,000.00 (S) 168 JACKED 72" STEEL SEWER CASING LF 650.0000 227,500.00 350.000 227,500.00 (S) 169 33" CLAY SEWER PIPE LF 150.0000 252,000.00 1,680.000 252,000.00 (S) 170 SEWER MANHOLE FRAME AND COVER EA 300.0000 900.00 3.000 900.00 (S) 171 SEWER MANHOLE TYPE I LF 800.0000 62,400.00 78.000 62,400.00 (S) 172 SEWER MANHOLE TYPE II LF 900.0000 72,000.00 80.000 72,000.00 (S) 173 BEDDING MATERIAL CY 15.0000 24,900.00 1,852.000 27,780.00 (S) 174 GROUT (SEWER CASING) CY 90.0000 70,200.00 682.000 61,380.00 (S) 175 ROCK ENERGY DISSIPATOR CY 100.0000 500.00 0.000 0.00 176 SLOPE PAVING (CONCRETE) CY 400.0000 160,400.00 206.000 82,400.00 (F) 177 MINOR CONCRETE (MISCELLANEOUS CY 130.0000 305,500.00 67.060 8,717.80 1,947.760 253,208.80 CONSTRUCTION) 178 MINOR CONCRETE (STAMPED) SQYD 30.0000 38,400.00 570.350 17,110.50 179 DRAINAGE PUMPING EQUIPMENT LS 150,000.0000 150,000.00 0.870 130,500.00 (S) 180 PUMPING PLANT ELECTRICAL EQUIPMENT LS 130,000.0000 130,000.00 0.980 127,400.00 (S) 181 30" DUCTILE IRON PIPE LF 150.0000 43,500.00 293.000 43,950.00 182 FRAME AND GRATE (24-12) EA 200.0000 44,000.00 21.000 4,200.00 137.000 27,400.00 (S) 183 FRAME AND COVER EA 300.0000 33,000.00 1.000 300.00 80.000 24,000.00 (S) 184 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 19,550.00 3,906.000 19,530.00 (SF) PROGRAM CAS145 PAGE 8 DATE 08/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 12:19 PM ESTIMATE NO. 37 BID OPENING 06/12/97 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: HARTMAN, DARRELL DATE OF THIS ESTIMATE 08/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 PUMPING PLANT METAL WORK LB 6.0000 102,900.00 17,150.000 102,900.00 (SF) 186 CHAIN LINK FENCE (TYPE CL-3, VINYL-CLAD) LF 12.0000 5,400.00 0.000 0.00 187 CHAIN LINK FENCE (TYPE CL-6) LF 8.0000 68,560.00 2,758.000 22,064.00 (S) 188 PICKET FENCING, OVERCROSSING LF 35.0000 103,740.00 0.000 0.00 (F) 189 4' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 2,000.00 1.000 500.00 190 16' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 1.000 1,500.00 191 DELINEATOR (CLASS 1) EA 35.0000 5,600.00 0.000 0.00 192 MILEPOST MARKER EA 60.0000 240.00 0.000 0.00 193 OBJECT MARKER (TYPE K) EA 45.0000 405.00 0.000 0.00 194 OBJECT MARKER (TYPE L-1) EA 50.0000 100.00 0.000 0.00 195 METAL BEAM GUARD RAILING LF 17.0000 12,920.00 0.000 0.00 (S) 196 TUBULAR HANDRAILING LF 26.0000 9,100.00 0.000 0.00 197 CONCRETE BARRIER (TYPE 25A) LF 55.0000 55,000.00 932.000 51,260.00 992.000 54,560.00 198 CONCRETE BARRIER (TYPE 26A) LF 85.0000 29,750.00 350.000 29,750.00 (F) 199 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 80.0000 50,400.00 31.000 2,480.00 630.000 50,400.00 (F) 200 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 90.0000 6,300.00 70.000 6,300.00 (F) 201 CONCRETE BARRIER (TYPE 27SV) LF 45.0000 11,250.00 250.000 11,250.00 (F) 202 CONCRETE BARRIER (TYPE 28M2) LF 40.0000 116,800.00 1,448.750 57,950.00 2,928.750 117,150.00 (F) 203 CONCRETE BARRIER (TYPE 29M) LF 75.0000 222,300.00 2,966.500 222,487.50 (F) 204 CONCRETE BARRIER (TYPE 50) LF 25.0000 5,250.00 210.000 5,250.00 205 CONCRETE BARRIER (TYPE 60) LF 18.0000 120,780.00 75.000 1,350.00 206 CONCRETE BARRIER (TYPE 60C) LF 24.0000 18,960.00 0.000 0.00 207 CONCRETE BARRIER (TYPE 60D) LF 20.0000 35,000.00 1,089.000 21,780.00 208 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 22.0000 5,280.00 0.000 0.00 209 CONCRETE BARRIER (TYPE 60E) LF 75.0000 126,000.00 0.000 0.00 210 CABLE RAILING LF 11.0000 3,795.00 0.000 0.00 211 CABLE ANCHOR ASSEMBLY EA 450.0000 3,150.00 0.000 0.00 (BREAKAWAY, TYPE B) PROGRAM CAS145 PAGE 9 DATE 08/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 12:19 PM ESTIMATE NO. 37 BID OPENING 06/12/97 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: HARTMAN, DARRELL DATE OF THIS ESTIMATE 08/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 ANCHOR ASSEMBLY (BREAKAWAY, TYPE M) EA 500.0000 5,500.00 0.000 0.00 (S) 213 TERMINAL SECTION (TYPE B) EA 100.0000 400.00 0.000 0.00 214 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 26,000.0000 26,000.00 0.000 0.00 (S) (G.R.E.A.T.) TYPE I 215 CRASH CUSHION, FRANGIBLE CARTRIDGE EA 12,500.0000 12,500.00 0.000 0.00 (S) (G.R.E.A.T.) TYPE II 216 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 58,000.00 2,444.000 1,222.00 4,444.000 2,222.00 (S) 217 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,200.00 280.000 280.00 1,376.000 1,376.00 (S) 218 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 4,590.00 415.000 249.00 (S) (BROKEN 12-3) 219 THERMOPLASTIC PAVEMENT MARKING SQFT 3.2000 25,184.00 385.000 1,232.00 603.000 1,929.60 (S) 220 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 705.00 0.000 0.00 (S) (BROKEN 6-1) 221 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 295.00 0.000 0.00 (S) (BROKEN 17-7) 222 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,560.00 0.000 0.00 (S) (BROKEN 36-12) 223 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 5,790.00 2,437.000 731.10 (S) 224 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 7,728.00 51.000 61.20 335.000 402.00 (S) 225 PAVEMENT MARKER (REFLECTIVE) EA 3.5000 20,335.00 80.000 280.00 274.000 959.00 (S) 226 SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 (S) (LOCATION 1 STAGE CONSTRUCTION) 227 SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 0.750 15,000.00 (S) (CITY LOCATION 1 STAGE CONSTRUCTION) 228 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 (S) (CITY LOCATION 2 STAGE CONSTRUCTION) 229 SIGNAL AND LIGHTING LS 65,000.0000 65,000.00 1.000 65,000.00 (S) (LOCATION 3 STAGE CONSTRUCTION) 230 SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 1.000 5,000.00 (S) (CITY LOCATION 3 STAGE CONSTRUCTION) 231 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (CITY LOCATION 4 STAGE CONSTRUCTION) 232 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 0.900 67,500.00 (S) (LOCATION 4 STAGE CONSTRUCTION) 233 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (CITY LOCATION 5 STAGE CONSTRUCTION) 234 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.950 23,750.00 (S) (CITY LOCATION 6) 235 SIGNAL AND LIGHTING (LOCATION 1) LS 75,000.0000 75,000.00 0.100 7,500.00 0.950 71,250.00 (S) 236 SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.100 6,000.00 0.800 48,000.00 (S) 237 MODIFY SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 0.900 63,000.00 (S) (CITY LOCATION 2) 238 SIGNAL AND LIGHTING (LOCATION 3) LS 5,000.0000 5,000.00 1.000 5,000.00 (S) PROGRAM CAS145 PAGE 10 DATE 08/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 12:19 PM ESTIMATE NO. 37 BID OPENING 06/12/97 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: HARTMAN, DARRELL DATE OF THIS ESTIMATE 08/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 SIGNAL AND LIGHTING (LOCATION 4) LS 75,000.0000 75,000.00 0.010 750.00 0.820 61,500.00 (S) 240 SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 1.000 4,000.00 (S) (CITY LOCATION 4) 241 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.950 47,500.00 (S) (CITY LOCATION 5) 242 LIGHTING (STAGE CONSTRUCTION) LS 55,000.0000 55,000.00 0.050 2,750.00 0.850 46,750.00 (S) 243 LIGHTING (CITY STREET) LS 85,000.0000 85,000.00 0.010 850.00 0.910 77,350.00 (S) 244 LIGHTING AND SIGN ILLUMINATION LS 225,000.0000 225,000.00 0.020 4,500.00 0.880 198,000.00 (S) 245 CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.500 7,500.00 (S) 246 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,200.0000 8,800.00 0.000 0.00 (S) 247 LIGHTING (BRIDGE) LS 20,000.0000 20,000.00 0.920 18,400.00 (S) 248 FIBER OPTIC COMMUNICATION SYSTEM LS 175,000.0000 175,000.00 0.680 119,000.00 (S) (FUTURE) 249 ELECTRICAL SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.250 2,500.00 (S) 250 ELECTRICAL SERVICE (PUMP HOUSE) LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 251 RAMP METERING SYSTEM (TEMPORARY) LS 20,000.0000 20,000.00 0.000 0.00 (S) 252 RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 0.010 300.00 0.610 18,300.00 (S) 253 RAMP METERING SYSTEM (LOCATION 2) LS 35,000.0000 35,000.00 0.020 700.00 0.670 23,450.00 (S) 254 RAMP METERING SYSTEM (LOCATION 3) LS 40,000.0000 40,000.00 0.010 400.00 0.840 33,600.00 (S) 255 RAMP METERING SYSTEM (LOCATION 4) LS 55,000.0000 55,000.00 0.010 550.00 0.770 42,350.00 (S) 256 42" REINFORCED CONCRETE PIPE LF 65.0000 36,400.00 458.000 29,770.00 PROGRAM CAS145 PAGE 11 DATE 08/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-012624 TIME 12:19 PM ESTIMATE NO. 37 BID OPENING 06/12/97 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: HARTMAN, DARRELL DATE OF THIS ESTIMATE 08/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,757,040.85 37,307,635.62 ADJUSTMENT OF COMPENSATION 121,680.79 2,365,597.41 EXTRA WORK 97,841.79 1,134,319.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,976,563.43 40,807,552.33 257 MOBILIZATION LS 4630,000.0000 4630,000.00 1.000 4,630,000.00 ORIGINAL CONTRACT AMOUNT 46,307,744.70 TOTAL WORK COMPLETED 1,976,563.43 45,437,552.33 MATERIALS ON HAND ON SITE 195,477.44 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,776.75 TOTAL 1,976,563.43 45,630,253.02 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 07/17/97 1325 08/04/97 08/01/97 10/14/00 1116 0 21 0 90% 91% PROGRESS IS SATISFACTORY HARTMAN, DARRELL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/21/00