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 05/14/02 EST. NO.37 TIME 08:54 AM R.E. NAME: YII, JAMES 12-013314 --------------------------------------------------------------------------- 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 0131-1 -248.33 E.W. @ F.A.(+) 053100 N 171 0 DAO CORRECTING ENTRY 0131-2 380.35 053100 N 171 0 DAO CORRECTING ENTRY 0215 994.33 121201 N 256 0 0216 676.10 121401 N 257 0 0217 1,406.83 121401 N 258 0 0218 712.47 042401 N 237 0 0219 7,420.23 093001 N 245 0 0219-1 -7,420.23 093001 N 245 0 DAO CORRECTING ENTRY 0219-2 7,420.23 093001 N 245 0 DAO CORRECTING ENTRY 0220 1,257.10 061601 N 223 0 0221 345.00 060800 N 1007 0 0222 812.63 030600 N 150-01 0223 267.83 060399 N 0 0224 1,694.77 011100 N 155 0 0225 396.92 092499 N 157 0 0226 923.11 033000 N 164 0 0227 756.55 031901 N 203 0 0228 703.94 031301 N 197 0 0229 247.82 010600 N 142 0 0230 116.66 072699 N 87B 0 0231 930.81 040899 N 19 0 0232 1,045.52 040999 N 20 0 0233 928.16 061799 N 1CCO17 0234 907.00 060501 N 220 0 002 0137 331.55 E.W. @ F.A.(+) 053101 N 63 0 003 0030 127.00 E.W. @ F.A.(+) 061900 N 28 0 0031 908.27 062000 N 29 0 0032 1,137.23 121201 N 31 0 0033 1,380.55 121300 N 32 0 0034 896.33 062100 N 30 0 005 0080 19.07 E.W. @ F.A.(+) 011800 N 22B 0 0111 56.35 062101 N 114 0 0137 331.55 053101 N 63 0 0137-1 -331.55 053101 N 63 0 DAO CORRECTING ENTRY 0137-2 0.00 053101 0 DAO CORRECTING ENTRY 018 0013 1,101.66 E.W. @ F.A.(+) 070700 N 5 0 022 0016 362.90 E.W. @ F.A.(+) 082599 N 13 0 029 0025 129.47 E.W. @ F.A.(+) 100600 N 30 0 0026 1,063.08 112100 N 31 0 0027 2,409.11 112200 N 32 0 0028 1,046.50 112900 N 33 0 0029 1,423.19 113000 N 34 0 0030 1,847.29 121800 N 27 0 0031 1,655.02 042401 N 34 0 0032 3,115.35 101101 N 37 0 0033 140.94 101900 N 10 0 0034 501.47 051401 N 21 0 0035 365.66 062001 N 24 0 034 0038 931.55 E.W. @ F.A.(+) 111999 N 114 0 0038-1 -931.55 111999 N 114 0 DAO CORRECTING ENTRY 0038-2 834.51 111999 N 114 0 DAO CORRECTING ENTRY 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 05/14/02 EST. NO.37 TIME 08:54 AM R.E. NAME: YII, JAMES 12-013314 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0039 1,285.99 102700 N 0 0040 483.00 110700 N 0 0041 1,340.42 091399 N 111 0 0042 3,091.20 102899 N 111 0 0043 966.00 110299 N 000 0 0044 383.29 122999 N 000 0 0045 197.40 120700 N 25 0 035 0028 1,888.24 E.W. @ F.A.(+) 070799 N 1 0 0029 46,700.00 E.W. @ L.S.(+) 090301 N 35.1/1 0030 17,380.24 A.C. @ L.S.(+) 090301 N 35.1/2 0031 1,285.99 E.W. @ F.A.(+) 102700 N .1-970 0032 483.00 110700 N .1-980 0033 1,418.59 111300 N 31 0 0034 1,057.31 111500 N .1-950 0038 1,296.84 111400 N 32 0 0039 516.02 111600 N 34 0 0040 340.26 111700 N 35 0 0041 599.38 112000 N .1-960 0042 160.45 112200 N .1/430 0043 370.99 112700 N 36 0 0044 330.92 112800 N 37 0 0045 398.06 113000 N .1/450 0046 444.19 120400 N 41 0 0047 228.98 120500 N 37 0 0048 2,974.14 120500 N .1/630 0049 2,066.79 120600 N .1/642 0050 3,583.66 120600 N .1/641 0051 1,444.42 120700 N .1/651 0052 128.36 120700 N .1/652 0053 197.40 120700 N C34/25 0054 5,964.58 120800 N .1/661 0055 192.55 120800 N .1/662 0056 224.81 120800 N 44 0 0057 435.75 121100 N 45 0 0058 381.56 121100 N 46 0 0059 284.27 121200 N 51 0 0060 142.91 121800 N 47 0 0061 306.54 122000 N 48 0 0062 975.20 122100 N 99 0 0063 50.74 122100 N 50 0 0064 98.24 122100 N 49 0 0065 1,366.25 122100 N .1/670 0066 1,845.52 122200 N 55 0 0067 2,665.11 122200 N 106 0 0068 159.66 122700 N 52 0 0069 2,619.09 122800 N .1/690 0070 2,416.30 122900 N .1/680 0071 898.53 010201 N .1/670 0072 1,026.90 010301 N .1/710 0073 1,449.83 010301 N 109 0 0074 267.79 010301 N .1/560 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 05/14/02 EST. NO.37 TIME 08:54 AM R.E. NAME: YII, JAMES 12-013314 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0075 2,299.47 010401 N 82 0 0076 2,849.84 010401 N 110 0 0077 256.73 010401 N .1/720 0078 60.18 010501 N 57 0 0079 1,899.39 010501 N .1/730 0080 2,066.73 010501 N 83 0 0081 3,260.51 010501 N 111 0 0082 1,706.78 010801 N 84 0 0083 1,052.96 010801 N .1/740 0084 3,731.58 010801 N 112 0 0085 1,548.21 010901 N 113 0 0086 313.82 010901 N .1/751 0087 763.21 010901 N 58 0 0088 175.96 011001 N 59 0 0089 799.50 011501 N 60 0 0090 2,399.47 011501 N .1/770 0091 1,915.18 011601 N .1/780 0092 94.41 011701 N 61 0 0093 822.74 011701 N .1/790 0094 394.81 011801 N .1/800 0095 314.58 011901 N 85 0 0096 1,579.27 011901 N .1/810 0097 424.11 012301 N 86 0 0098 1,516.66 012301 N 114 0 0099 452.24 012401 N 88 0 0100 334.71 012501 N 90 0 0101 2,429.63 012501 N 115 0 0102 203.01 012501 N 91 0 0103 1,628.63 112000 N .1-121 0104 731.40 122100 N 104 0 0105 878.02 121500 Y 0105 0 0106 1,182.91 010201 Y 0108 0 0107 739.19 012701 Y 117 0 0108 1,357.15 012601 Y 116 0 0109 2,323.72 012501 N 89REV 1 0110 711.25 012901 N 92 1 0111 63.39 012901 N 93 1 0112 126.78 013001 N 94 1 0113 63.39 013101 N 101 1 0114 31.69 020101 N 102 1 0115 257.08 021601 N 103 1 0116 184.47 021601 N 91356 1 0117 184.47 032101 N 118 1 0118 501.20 040301 N 120 1 0119 612.05 040201 N 119 1 0120 2,545.60 012901 N LJ2 1 0121 786.77 013001 N LJ3 1 0122 1,215.86 013101 N LJ4 1 0123 953.61 020101 N LJ5 1 0124 213.26 020201 N LJ6 1 0125 22,102.80 012901 N LJ7 11 PROGRAM CAS145 S C H E D U L E O F E X T R A O R K PAGE NO. 4 10 DATE 05/14/02 ST. NO.37 1 TIME 08:54 AM 0 R.E. NAME: YII, JAMES 12-013314 0 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0126 7,092.19 013101 N LJ8 0 0127 7,338.42 020101 N LJ9 0 0128 2,288.30 013001 N LJ10 0 0129 97.40 020201 N LJ17 0 043 0009 3,004.81 E.W. @ F.A.(+) 052400 N 9 0 047 0010 8,300.01 E.W. @ F.A.(+) 082500 N 10 0 048 0005 665.51 E.W. @ F.A.(+) 101899 N 1001 0 0006 487.88 101999 N 1001 0 0007 487.88 102099 N 1001 0 0008 4.15 102899 N 1001 0 0009 2,853.30 110300 N 5 0 050 0017 1,388.47 E.W. @ F.A.(+) 010902 N 17 0 0018 2,629.80 011002 N 18 0 0019 9,216.61 010302 N 19 0 055 0005 9,304.00 E.W. @ F.A.(+) 052699 N 5 0 060 0020-1 -1,506.35 E.W. @ F.A.(+) 041201 N 14 0 DAO CORRECTING ENTRY 0020-2 1,869.10 041201 N 14 0 DAO CORRECTING ENTRY 064 0007 1,365.66 E.W. @ F.A.(+) 070201 N 7 0 0008 210.07 071001 N 9 0 0009 2,157.46 071201 N 11 0 0010 2,762.69 071801 N 12 0 0011 1,613.13 082101 N 20 0 0012 1,095.59 082201 N 21 0 0013 1,049.22 082301 N 22 0 0014 2,024.25 082701 N 24 0 0015 2,453.49 082801 N 25 0 0016 3,127.92 082901 N 26 0 0017 2,267.55 083001 N 27 0 0018 859.79 091301 N 30 0 0019 1,555.50 071101 N 10 0 0020 5,252.12 071900 N 13 0 0021 5,318.87 072001 N 14 0 0022 2,322.16 072301 N 15 0 0023 2,787.42 072501 N 17 0 0024 1,279.04 073101 N 18 0 0025 3,151.94 073101 N 19 0 0026 2,538.68 082401 N 23 0 0027 2,266.95 091201 N 31 0 0028 993.42 070301 N 8 0 0029 5,449.69 072501 N 16 0 0030 2,679.65 083101 N 28 0 0031 521.62 070901 N 33 0 067 0007 1,155.76 E.W. @ F.A.(+) 120701 N 04 0 0008 7,921.27 121401 N 08 0 0009 297.88 010402 N 11 0 0010 956.26 121401 N 9 0 0011 1,667.91 010302 N 10 0 0011-1 -1,667.91 010302 N 10 0 DAO CORRECTING ENTRY 0011-2 906.89 010302 N 10 0 DAO CORRECTING ENTRY 0012 1,992.77 113001 N 32/C64 1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 0 DATE 05/14/02 EST. NO.37 TIME 08:54 AM 0 R.E. NAME: YII, JAMES 12-013314 0 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 361,258.53 TOTAL THIS ESTIMATE 0 1,615,208.69 TOTAL PREVIOUS ESTIMATE 0 1,976,467.22 TOTAL TO DATE 1 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 0 DATE 05/14/02 EST. NO.37 TIME 08:54 AM 0 R.E. NAME: YII, JAMES 12-013314 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 NONCOMPLIANCE WITH -20,000.00 12 NON-COMPL SP 5.1.13 20,000.00 14 NONCOMP MAINTENANCE -10,000.00 24 0.00 -10,000.00 0 LABOR COMPLIANCE VIOLATION 0 UNSATIS. PAYROLL -5,000.00 11 RET UNSTIS. PAYROLLS 5,000.00 12 UNSAT.PAYROLL -5,000.00 13 UNSATIS. PAYROLL -10,000.00 16 RETURN DEDUCTION 15,000.00 23 RET. UNSAT. PAYROLL -9,476.56 29 RET. UNSAT. PAYROLLS 9,476.56 30 0.00 0.00 0 OVERBID ITEMS 0 OVERBID ITEM NO. 161 -27,690.76 03 OVERBID ITEM NO. 161 -13,845.38 04 OVERBID ITEM NO. 161 -11,076.31 05 OVERBID ITEM NO. 161 -2,769.08 09 OVERBID ITEM NO. 161 55,381.53 36 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 1PROGRAM CAS145 PAGE DATE 05/14/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-01331 TIME 08:54 AM ESTIMATE NO. 3 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/0 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/14/0 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 12-ORA-55-12.7/13.4 ---------------------------------------- BRUTOLO ENGR & CONST., INC. IN ORANGE COUNTY NEAR ORANGE, SANTA VICTOR ARRIGO-SUPERINTENDENT ANA AND TUSTIN ON RTE 22 FROM 0.2 P.O. BOX 429 KM E OF GLASSEL ST UC TO RTE 55 AND FONTANA, CA 92334 ON RTE 55 FORM 0.1 KM S OF FAIR- HAVEN OC TO 0.2 N OF LA VETA AVE OC FED. AID NO. ACNH-X059(29)E WIDEN FREEWAY AND CONSTRUCT BRIDGES ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 25,000.0000 25,000.00 0.750 18,750.0 002 TEMPORARY FENCE (TYPE CL-1.8) M 13.0000 31,200.00 2,482.000 32,266.0 003 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000.0 PLAN 004 WATER POLLUTION CONTROL LS 48,000.0000 48,000.00 1.000 48,000.0 005 CONSTRUCTION AREA SIGNS LS 95,000.0000 95,000.00 1.000 95,000.0 (S) 006 TYPE III BARRICADE EA 90.0000 4,590.00 69.000 6,210.0 007 TEMPORARY PAVEMENT MARKING (PAINT) M2 33.0000 1,023.00 83.060 2,740.9 (S) 008 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 30,600.00 35,049.000 35,049.0 (S) 009 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 8,500.00 325.000 16,250.0 010 TEMPORARY PAVEMENT MARKER EA 4.0000 1,840.00 3,328.000 13,312.0 (S) 011 PORTABLE CHANGEABLE MESSAGE SIGN EA 13,000.0000 39,000.00 3.000 39,000.0 012 TEMPORARY RAILING (TYPE K) M 24.0000 189,840.00 9,265.000 222,360.0 013 TEMPORARY CRASH CUSHION MODULE EA 300.0000 54,000.00 310.000 93,000.0 (S) 014 TEMPORARY TRAFFIC SCREEN M 5.5000 43,505.00 8,249.000 45,369.5 (S) 015 REMOVE FENCE M 10.0000 37,800.00 4,197.000 41,970.0 016 REMOVE METAL BEAM GUARD RAILING M 20.0000 20,800.00 1,091.000 21,820.0 017 REMOVE TRAFFIC STRIPE M 2.0000 52,600.00 610.000 1,220.00 42,716.000 85,432.0 018 REMOVE PAVEMENT MARKER EA 1.0000 990.00 6,017.000 6,017.0 019 REMOVE ROADSIDE SIGN EA 200.0000 2,400.00 12.000 2,400.0 020 REMOVE SIGN STRUCTURE EA 3,000.0000 15,000.00 5.000 15,000.0 021 REMOVE SIGN PANEL EA 2,000.0000 6,000.00 3.000 6,000.0 022 REMOVE ASPHALT CONCRETE DIKE M 1.5000 5,985.00 34.000 51.00 4,137.000 6,205.5 1PROGRAM CAS145 PAGE DATE 05/14/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-01331 TIME 08:54 AM ESTIMATE NO. 3 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/0 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/14/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 023 REMOVE OVERSIDE DRAIN M 26.0000 2,236.00 86.000 2,236.0 024 REMOVE PIPE M 45.0000 54,000.00 1,428.000 64,260.0 025 REMOVE INLET EA 450.0000 18,900.00 45.000 20,250.0 026 REMOVE RETAINING WALL M 140.0000 4,200.00 30.000 4,200.0 027 SALVAGE METAL BEAM GUARD RAILING M 120.0000 25,200.00 223.000 26,760.0 028 RESET MAILBOX EA 100.0000 200.00 2.000 200.0 029 RELOCATE HYDRANT EA 1,200.0000 1,200.00 1.000 1,200.0 030 RELOCATE CONTROL VALVE EA 1,500.0000 6,000.00 4.000 6,000.0 031 RELOCATE ROADSIDE SIGN EA 150.0000 5,100.00 34.000 5,100.0 032 RELOCATE SIGN STRUCTURE EA 3,000.0000 6,000.00 3.000 9,000.0 033 RELOCATE SIGN PANEL EA 500.0000 2,500.00 5.000 2,500.0 034 ADJUST WATER VALVE COVER TO GRADE EA 100.0000 300.00 7.000 700.0 035 RELOCATE WATER METER EA 800.0000 1,600.00 2.000 1,600.0 036 ADJUST MANHOLE TO GRADE EA 400.0000 400.00 2.000 800.0 037 REMOVE CONCRETE M3 35.0000 7,350.00 203.000 7,105.0 038 REMOVE CONCRETE (STRUCTURE) M3 180.0000 6,480.00 61.300 11,034.0 039 REMOVE CONCRETE (CHANNEL) M3 100.0000 22,000.00 479.000 47,900.0 040 REMOVE CONCRETE BARRIER M 45.0000 8,100.00 132.000 5,940.0 041 REMOVE SOUND WALL M 30.0000 12,000.00 662.000 19,860.0 042 BRIDGE REMOVAL, LOCATION B LS 172,000.0000 172,000.00 1.000 172,000.0 043 BRIDGE REMOVAL, LOCATION C LS 130,000.0000 130,000.00 1.000 130,000.0 044 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.0 045 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 1.000 35,000.0 046 ROADWAY EXCAVATION M3 7.5000 615,750.00 80,458.000 603,435.0 047 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 178,500.00 2,975.000 178,500.0 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) M3 18.0000 293,328.00 156.000 2,808.00 16,452.000 296,136.0 (F) 049 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 85,275.00 1,895.000 85,275.0 (F) 1PROGRAM CAS145 PAGE DATE 05/14/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-01331 TIME 08:54 AM ESTIMATE NO. 3 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/0 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/14/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 050 STRUCTURE BACKFILL (RETAINING WALL) M3 34.0000 510,476.00 93.000 3,162.00 15,107.000 513,638.0 (F) 051 PERVIOUS BACKFILL MATERIAL (RETAINING M3 80.0000 66,880.00 836.000 66,880.0 (F) WALL) 052 DITCH EXCAVATION M3 20.0000 9,800.00 55.000 1,100.00 338.000 6,760.0 053 IMPORTED BORROW M3 7.5000 111,000.00 14,800.000 111,000.0 054 HIGHWAY PLANTING LS 150,000.0000 150,000.00 1.000 150,000.0 (S) 055 EROSION CONTROL (TYPE D) HA 8,550.0000 10,260.00 1.600 13,680.0 (S) 056 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 1.000 8,000.0 (S) 057 IRRIGATION SYSTEM LS 180,000.0000 180,000.00 1.000 180,000.0 (S) 058 NPS 3 SUPPLY LINE (BRIDGE) M 130.0000 38,740.00 298.000 38,740.0 059 300 MM CORRUGATED HIGH DENSITY M 75.0000 32,700.00 129.000 9,675.0 POLYETHYLENE PIPE CONDUIT 060 BOOSTER PUMP SYSTEM EA 11,000.0000 11,000.00 1.000 11,000.0 (S) 061 CLASS 2 AGGREGATE SUBBASE M3 15.0000 89,700.00 6,016.000 90,240.0 062 CLASS 2 AGGREGATE BASE M3 24.0000 458,400.00 19,330.000 463,920.0 063 ASPHALT TREATED PERMEABLE BASE M3 68.0000 367,200.00 5,389.380 366,477.8 064 ASPHALT CONCRETE TONN 35.0000 1,165,500.00 35,767.640 1,251,867.4 065 PLACE ASPHALT CONCRETE DIKE M 4.5000 14,850.00 33.000 148.50 3,401.300 15,305.8 066 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 9.0000 13,320.00 364.000 3,276.00 1,906.580 17,159.2 AREA) 067 375 MM CAST-IN-DRILLED HOLE M 45.0000 66,150.00 12.000 540.00 1,477.000 66,465.0 CONCRETE PILING 068 300 MM CAST-IN-DRILLED HOLE M 35.0000 11,550.00 322.000 11,270.0 CONCRETE PILING 069 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 65.0000 217,750.00 114.350 7,432.75 3,481.350 226,287.7 (S) PILING 070 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 105.0000 416,850.00 3,970.000 416,850.0 (S) PILING 071 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,100.0000 511,200.00 72.000 511,200.0 (S) PILING 072 PRESTRESSING CAST-IN-PLACE CONCRETE LS 160,000.0000 160,000.00 1.000 160,000.0 (S) 073 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 470.0000 302,210.00 643.000 302,210.0 (F) 074 STRUCTURAL CONCRETE, BRIDGE M3 470.0000 2,211,350.00 4,705.000 2,211,350.0 (F) 075 STRUCTURAL CONCRETE, RETAINING WALL M3 225.0000 1,198,125.00 77.000 17,325.00 5,402.000 1,215,450.0 (F) 076 STRUCTURAL CONCRETE, APPROACH SLAB M3 550.0000 106,700.00 194.000 106,700.0 (F) (TYPE N) 1PROGRAM CAS145 PAGE DATE 05/14/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-01331 TIME 08:54 AM ESTIMATE NO. 3 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/0 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/14/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 077 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 270,400.00 385.500 308,400.0 (F) 078 FRACTURED RIB TEXTURE M2 14.0000 67,760.00 213.000 2,982.00 5,053.000 70,742.0 (F) 079 DRILL AND BOND DOWEL M 62.0000 1,364.00 57.000 3,534.00 79.900 4,953.8 080 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 85.0000 248,795.00 2,927.000 248,795.0 (SF) 081 SOUND WALL (MASONRY BLOCK) M2 160.0000 1,313,120.00 8,181.000 1,308,960.0 (SF) 082 MASONRY BLOCK WALL M2 170.0000 11,730.00 116.000 19,720.0 083 JOINT SEAL (TYPE B - MR 30 MM) M 68.0000 2,312.00 33.000 2,244.0 (S) 084 JOINT SEAL (TYPE B - MR 40 MM) M 82.0000 4,346.00 50.000 4,100.0 (S) 085 JOINT SEAL (TYPE B - MR 50 MM) M 105.0000 4,830.00 50.300 5,281.5 (S) 086 JOINT SEAL ASSEMBLY (MR 100 MM) M 520.0000 12,480.00 24.000 12,480.0 (S) 087 BAR REINFORCING STEEL KG 1.2000 32,640.00 30,193.000 36,231.6 (S) 088 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 1,112,100.00 1,011,000.000 1,112,100.0 (SF) 089 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 378,613.00 5,985.000 5,985.00 384,598.000 384,598.0 (SF) 090 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 25,680.00 4,280.000 25,680.0 (F) WITH WALKWAY) 091 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 0.7500 3,866.25 5,155.000 3,866.2 (SF)WITH WALKWAY) 092 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.5000 43,120.00 3,480.000 19,140.0 (F) 093 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 4,117.50 8,235.000 4,117.5 (SF) 094 920 MM CAST-IN-DRILLED-HOLE M 750.0000 4,500.00 11.600 8,700.0 (S) CONCRETE PILE (SIGN FOUNDATION) 095 1220 MM CAST-IN-DRILLED-HOLE M 870.0000 5,220.00 5.500 4,785.0 (S) CONCRETE PILE (SIGN FOUNDATION) 096 ROADSIDE SIGN - ONE POST EA 300.0000 1,800.00 6.000 1,800.0 097 ROADSIDE SIGN - TWO POST EA 500.0000 1,500.00 3.000 1,500.0 098 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 500.00 2.000 500.0 METHOD) 099 INSTALL SIGN OVERLAY M2 60.0000 840.00 7.700 462.0 100 300 MM ALTERNATIVE PIPE CULVERT M 68.0000 12,920.00 120.000 8,160.0 101 450 MM ALTERNATIVE PIPE CULVERT M 98.0000 87,220.00 1,096.000 107,408.0 102 600 MM ALTERNATIVE PIPE CULVERT M 131.0000 189,950.00 1,467.400 192,229.4 103 750 MM ALTERNATIVE PIPE CULVERT M 124.0000 23,560.00 161.000 19,964.0 1PROGRAM CAS145 PAGE DATE 05/14/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-01331 TIME 08:54 AM ESTIMATE NO. 3 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/0 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/14/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 104 900 MM ALTERNATIVE PIPE CULVERT M 168.0000 31,920.00 219.000 36,792.0 105 1050 MM ALTERNATIVE PIPE CULVERT M 167.0000 21,710.00 254.000 42,418.0 106 1800 MM REINFORCED CONCRETE PIPE M 900.0000 11,700.00 13.000 11,700.0 107 2400 MM REINFORCED CONCRETE PIPE M 880.0000 35,200.00 40.000 35,200.0 108 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,300.0000 109,200.00 84.000 109,200.0 (CLASS V) 109 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 80.0000 12,800.00 163.000 13,040.0 (1.63 MM THICK) 110 80 MM PLASTIC PIPE (EDGE DRAIN) M 24.0000 106,320.00 4,409.000 105,816.0 111 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 240.0000 28,800.00 135.500 32,520.0 112 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 163.0000 9,943.00 61.000 9,943.0 (1.63 MM THICK) 113 450 MM ANCHOR ASSEMBLY EA 75.0000 1,200.00 16.000 1,200.0 114 450 MM CORRUGATED STEEL PIPE RISER M 500.0000 500.00 1.000 500.0 (1.63 MM THICK) 115 600 MM WELDED STEEL PIPE (6.35 MM THICK) M 300.0000 14,100.00 23.900 7,170.0 116 450 MM STEEL FLARED END SECTION EA 140.0000 280.00 2.000 280.0 117 ROCK SLOPE PROTECTION (LIGHT, METHOD B) KG 0.2500 50.00 5,915.000 1,478.7 118 CONCRETE (SLOPE PROTECTION) M3 260.0000 52,000.00 196.500 51,090.0 119 SLOPE PAVING (MASONRY BLOCK) M2 190.0000 143,070.00 753.000 143,070.0 (F) 120 MINOR CONCRETE (CHANNEL LINING) M3 200.0000 40,000.00 16.000 3,200.00 213.000 42,600.0 121 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 51,000.00 207.970 62,391.0 CONSTRUCTION) 122 MINOR CONCRETE (GUTTER) M 55.0000 55,550.00 1,014.000 55,770.0 123 MISCELLANEOUS IRON AND STEEL KG 2.5000 37,500.00 15,000.000 37,500.0 (SF) 124 MISCELLANEOUS METAL (BRIDGE) KG 14.0000 11,620.00 830.000 11,620.0 (SF) 125 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 15,360.00 566.200 18,118.4 (S) 126 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 300.0000 600.00 1.000 300.0 (S) 127 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 7,200.00 3.000 3,600.0 (S) 128 METAL BEAM GUARD RAILING M 100.0000 25,000.00 24.000 2,400.00 287.600 28,760.0 (S) 129 CHAIN LINK RAILING (TYPE 7) M 100.0000 65,900.00 697.000 69,700.0 (SF) 130 CONCRETE BARRIER (TYPE 25 MODIFIED) M 115.0000 144,900.00 1,260.000 144,900.0 (F) 1PROGRAM CAS145 PAGE DATE 05/14/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-01331 TIME 08:54 AM ESTIMATE NO. 3 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/0 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/14/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 131 CONCRETE BARRIER (TYPE 26 MODIFIED) M 200.0000 142,000.00 710.000 142,000.0 (F) 132 CONCRETE BARRIER (TYPE 27A MODIFIED) M 135.0000 21,735.00 161.000 21,735.0 (F) 133 CONCRETE BARRIER (TYPE 27S) M 155.0000 51,770.00 306.383 47,489.3 (F) 134 CONCRETE BARRIER (TYPE 27SV) M 280.0000 149,240.00 533.000 149,240.0 (F) 135 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 225.0000 58,500.00 260.000 58,500.0 (F) 136 CONCRETE BARRIER (TYPE 50A) M 160.0000 2,400.00 12.000 1,920.0 (F) 137 CONCRETE BARRIER (TYPE 50D) M 82.0000 82,820.00 1,009.000 82,738.0 138 CONCRETE BARRIER (TYPE 50E) M 300.0000 33,000.00 24.000 7,200.00 134.000 40,200.0 139 HEADLIGHT GLARE SCREEN M 140.0000 19,600.00 128.000 17,920.0 140 CABLE RAILING M 27.0000 25,380.00 1,024.000 27,648.0 (SF) 141 CABLE ANCHOR ASSEMBLY EA 300.0000 1,200.00 2.000 600.00 7.000 2,100.0 (S) (BREAKAWAY, TYPE B) 142 TERMINAL SECTION (TYPE B) EA 210.0000 630.00 2.000 420.00 4.000 840.0 (S) 143 TERMINAL SYSTEM (TYPE SRT) EA 1,600.0000 14,400.00 2.000 3,200.00 11.000 17,600.0 144 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 2,040.00 86.810 3,472.4 (S) 145 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 23,300.00 22,575.000 22,575.0 (S) 146 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,040.00 1,777.000 3,554.0 (S) 147 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,040.00 1,482.000 2,964.0 (S) (BROKEN 3.66 M - 0.92 M) 148 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,030.00 327.000 327.0 (S) (BROKEN 10.98 M - 3.66 M) 149 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,270.00 1,119.000 1,119.0 (S) (BROKEN 5.18 M - 2.14 M) 150 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 3,310.00 2,373.000 2,373.0 (S) 151 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 11,190.00 2,994.000 8,982.0 (S) 152 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 1.000 200,000.0 (S) 153 MODIFY CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000.0 (S) SYSTEM 154 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 5,000.00 3.000 7,500.0 (S) 155 COMMUNICATION CONDUIT (SIZE 103) M 38.0000 78,280.00 2,385.000 90,630.0 (S) 156 COMMUNICATION CONDUIT (BRIDGE) M 100.0000 17,300.00 173.000 17,300.0 (SF) 157 BOOSTER PUMP ELECTRICAL SYSTEM LS 15,000.0000 15,000.00 1.000 15,000.0 (S) 1PROGRAM CAS145 PAGE DATE 05/14/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-01331 TIME 08:54 AM ESTIMATE NO. 3 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/0 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/14/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- 158 MODIFY TRAFFIC MONITORING STATION LS 8,000.0000 8,000.00 1.000 8,000.0 (S) 159 COMMUNICATION PULL BOX EA 500.0000 2,000.00 4.000 2,000.0 (S) 160 SPLICE VAULT EA 2,000.0000 6,000.00 3.000 6,000.0 (S) 1PROGRAM CAS145 PAGE DATE 05/14/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-01331 TIME 08:54 AM ESTIMATE NO. 3 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/0 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 05/14/0 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUN ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 66,584.25 17,168,591.0 0 ADJUSTMENT OF COMPENSATION 17,380.24 653,223.4 0 EXTRA WORK 343,878.29 1,323,243.7 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 427,842.78 19,145,058.2 0161 MOBILIZATION LS 1925,000.0000 1,925,000.00 1.000 1,925,000.0 0 ORIGINAL CONTRACT AMOUNT 18,696,184.75 0 TOTAL WORK COMPLETED 427,842.78 21,070,058.2 0 MATERIALS ON HAND ON SITE 0.0 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS 0.00 -10,000.0 0 TOTAL 427,842.78 21,060,058.2 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 0161 MOBILIZATION 1,869,618.47 1,925,000.00 55,381.53 0DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 0 01/28/99 740 03/19/99 02/16/99 01/21/02 698 33 12 16 100% 100% 0 YII, JAMES RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 05/14/02