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 10/25/99 EST. NO.22 TIME 02:56 PM R.E. NAME: HAMIDI, FRED 12-035724 --------------------------------------------------------------------------- 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 0231 808.10 E.W. @ F.A.(+) 012299 N 501 0 0232 1,761.18 081199 N 534 0 0233 937.52 081199 N 535 0 0234 817.94 081799 N 536 0 0235 1,541.87 081899 N 537 0 0236 816.51 091099 N 1181.0 0237 148.95 091099 N 1183.0 0238 948.31 092099 N 1191.0 0239 578.58 090399 N 539 0 0240 858.63 091599 N 540 0 0241 858.68 071599 N 1153.0 0242 178.61 072199 N 1161.0 0243 195.78 072699 N 1154.0 0244 299.00 073099 N 1184.0 0245 4,927.75 080299 N 1185.0 0246 692.14 080299 N 1163.0 0247 198.28 080399 N 1164.0 0248 350.93 080599 N 1159.0 0249 211.88 081899 N 1157.0 0250 526.01 082099 N 1165.0 0251 695.13 082099 N 1160.0 0252 744.59 082699 N 1174.0 0253 3,844.84 083099 N 1176.0 0254 765.87 083099 N 1177.0 0255 765.87 083199 N 1178.0 0256 2,204.72 090399 N 1187.0 0257 4,204.04 091499 N 1189.0 0258 907.41 091799 N 1190.0 0259 122.67 092099 N 1193.0 0260 326.49 092199 N 1194.0 0261 851.82 100199 N 1197.0 022 0008 905.64 E.W. @ F.A.(+) 080699 N 507 0 037 0001 1,434.35 E.W. @ F.A.(+) 042699 N 526 0 039 0029 1,207.94 E.W. @ F.A.(+) 050399 N 521 0 0030 1,247.36 050499 N 522 0 0031 1,247.36 050599 N 523 0 0032 3,817.57 051199 N 524 0 0033 1,654.56 051299 N 525 0 0034 2,984.15 051399 N 526 0 0035 413.72 051499 N 527 0 0036 356.70 052599 N 529 0 0037 5,514.56 052799 N 531 0 0038 4,833.20 052899 N 532 0 0039 4,129.89 060199 N 533 0 0040 3,278.85 060299 N 534 0 0041 1,590.25 060499 N 535 0 0042 104.09 060999 N 536 0 0043 928.54 080399 N 520 0 0044 3,267.57 041499 N 507 0 0044-1 -3,267.57 041499 N 507 0 DAO CORRECTING ENTRY 0044-2 4,185.88 041499 N 507 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 10/25/99 EST. NO.22 TIME 02:56 PM R.E. NAME: HAMIDI, FRED 12-035724 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0045 852.87 041599 N 1002.0 0046 5,629.43 042099 N 511 0 0048 359.03 042399 N 1003.0 0049 297.15 042699 N 506 0 0050 1,905.56 042799 N 513 0 078 0001 1,920.57 E.W. @ F.A.(+) 091099 N 500 0 83,889.32 TOTAL THIS ESTIMATE 1,029,313.36 TOTAL PREVIOUS ESTIMATE 1,113,202.68 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 10/25/99 EST. NO.22 TIME 02:56 PM R.E. NAME: HAMIDI, FRED 12-035724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CRACKS IN RCB -109,180.00 03 CRACKS IN RCB -26,288.00 04 RETURN/CRACKS IN RCB 52,576.00 05 CRACKS IN RCB 82,892.00 08 0.00 0.00 LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLLS -10,000.00 22 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/25/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:56 PM ESTIMATE NO. 22 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 10/25/99 LOCATION PROGRESS ESTIMATE 12-ORA-5-41.5/43.5 ----------------- MCM CONSTRUCTION, INC IN ORANGE COUNTY IN ANAHEIM, P.O. BOX 620 FULLERTON AND BUENA PARK FROM 0.4 NORTH HIGHLANDS, CA 95660 MILE SOUTH OF MAGNOLIA AVENUE OVERCROSSING TO 0.1 MILE NORTH OF BEACH BOULEVARD FED. AID NO. N O N E WIDEN FREEWAY, CONSTRUCT BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 11,250.00 002 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.500 2,500.00 PLAN 003 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.040 2,000.00 0.560 28,000.00 004 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.320 3,840.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.040 6,000.00 0.710 106,500.00 (S) 006 TYPE III BARRICADE EA 75.0000 8,250.00 17.000 1,275.00 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,100.00 47.000 1,645.00 350.000 12,250.00 008 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.040 1,000.00 0.720 18,000.00 009 TEMPORARY RAILING (TYPE K) LF 6.0000 366,000.00 2,860.000 17,160.00 17,040.000 102,240.00 010 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 58.000 14,500.00 (S) 011 TEMPORARY TRAFFIC SCREEN LF 2.0000 83,400.00 650.000 1,300.00 012 ABANDON CULVERT EA 2,500.0000 2,500.00 0.000 0.00 013 ABANDON SEWER LF 19.0000 47,500.00 3,000.000 57,000.00 014 ABANDON SEWER MANHOLE EA 1,700.0000 13,600.00 11.000 18,700.00 015 REMOVE CHAIN LINK FENCE LF 1.3000 9,607.00 1,322.000 1,718.60 7,293.000 9,480.90 016 REMOVE METAL BEAM GUARD RAILING LF 3.5000 20,685.00 3,746.000 13,111.00 017 REMOVE DOUBLE METAL BEAM BARRIER LF 4.0000 17,200.00 725.000 2,900.00 018 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 19,480.00 11,266.000 4,506.40 25,686.000 10,274.40 019 REMOVE PAVEMENT MARKER EA 2.0000 4,380.00 2,671.000 5,342.00 020 REMOVE ROADSIDE SIGN EA 50.0000 5,500.00 56.000 2,800.00 76.000 3,800.00 021 REMOVE SIGN STRUCTURE EA 3,000.0000 30,000.00 5.000 15,000.00 022 REMOVE CULVERT LF 50.0000 11,000.00 169.000 8,450.00 PROGRAM CAS145 PAGE 2 DATE 10/25/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:56 PM ESTIMATE NO. 22 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 10/25/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PIPE LF 20.0000 108,000.00 20.000 400.00 774.000 15,480.00 024 REMOVE INLET EA 630.0000 11,970.00 1.000 630.00 6.000 3,780.00 025 REMOVE HEADWALL EA 600.0000 3,000.00 5.000 3,000.00 026 REMOVE RETAINING WALL SQFT 1.5000 19,050.00 0.000 0.00 027 REMOVE RETAINING WALL (PORTION) LF 30.0000 4,500.00 0.000 0.00 028 REMOVE MASONARY BLOCKWALL LF 6.0000 14,100.00 1,266.000 7,596.00 029 REMOVE CONCRETE PAVEMENT SQYD 2.0000 88,000.00 11,073.000 22,146.00 030 RELOCATE SIGN PANEL EA 1,200.0000 2,400.00 0.000 0.00 031 ADJUST SEWER MANHOLE EA 750.0000 1,500.00 5.000 3,750.00 032 MODIFY SEWER MANHOLE EA 10,000.0000 20,000.00 2.000 20,000.00 033 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 1,650.00 0.000 0.00 (.25' MAXIMUM) 034 REMOVE CONCRETE CURB LF 1.0000 17,800.00 410.000 410.00 9,913.000 9,913.00 035 REMOVE CONCRETE (CROSS GUTTER) SQYD 4.0000 800.00 299.600 1,198.40 036 REMOVE CONCRETE (SIDEWALK) SQYD 2.0000 8,640.00 427.000 854.00 3,084.200 6,168.40 037 REMOVE CONCRETE (CHANNEL) CY 20.0000 10,600.00 681.430 13,628.60 038 REMOVE CONCRETE BARRIER LF 10.0000 2,100.00 0.000 0.00 039 CAP SEWER MANHOLE EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 040 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 0.000 0.00 041 BRIDGE REMOVAL, LOCATION A LS 70,000.0000 70,000.00 1.000 70,000.00 042 BRIDGE REMOVAL, LOCATION B LS 30,000.0000 30,000.00 0.000 0.00 043 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 0.850 8,500.00 044 BRIDGE REMOVAL (PORTION), LOCATION B LS 6,000.0000 6,000.00 0.000 0.00 045 BRIDGE REMOVAL (PORTION), LOCATION C LS 2,000.0000 2,000.00 1.000 2,000.00 046 CLEARING AND GRUBBING LS 67,500.0000 67,500.00 0.030 2,025.00 0.700 47,250.00 047 ROADWAY EXCAVATION CY 10.0000 526,000.00 24,193.000 241,930.00 134,555.000 1,345,550.00 048 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 883,300.00 2,091.000 104,550.00 16,305.000 815,250.00 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 431,910.00 3,768.000 113,040.00 9,907.000 297,210.00 (F) PROGRAM CAS145 PAGE 3 DATE 10/25/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:56 PM ESTIMATE NO. 22 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 10/25/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 311,800.00 290.000 7,250.00 7,405.000 185,125.00 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 369,108.00 1,297.000 23,346.00 6,826.870 122,883.66 (F) 052 PERVIOUS BACKFILL MATERIAL CY 30.0000 1,800.00 0.000 0.00 (F) 053 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 39,960.00 602.770 18,083.10 (F) WALL) 054 SAND BACKFILL CY 115.0000 1,150.00 0.000 0.00 055 DITCH EXCAVATION CY 9.0000 8,010.00 0.000 0.00 056 EARTH RETAINING STRUCTURE SQFT 30.0000 360,000.00 0.000 0.00 (F) 057 IMPORTED BORROW CY 0.0100 1,570.00 14,249.000 142.49 058 HIGHWAY PLANTING LS 7,000.0000 7,000.00 0.000 0.00 (S) 059 EROSION CONTROL ACRE 1,500.0000 45,000.00 0.000 0.00 (S) 060 PLANT ESTABLISHMENT WORK LS 3,000.0000 3,000.00 0.000 0.00 (S) 061 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 (S) 062 WATER METER LS 9,500.0000 9,500.00 0.000 0.00 (S) 063 10" CORRUGATED HIGH DENSITY LF 45.0000 6,300.00 0.000 0.00 (S) POLYETHYLENE PIPE CONDUIT 064 CLASS 2 AGGREGATE BASE CY 14.0000 537,600.00 3,113.000 43,582.00 12,752.510 178,535.14 065 CLASS 3 AGGREGATE BASE CY 16.0000 22,080.00 0.000 0.00 066 LEAN CONCRETE BASE CY 95.0000 155,800.00 0.000 0.00 067 ASPHALT TREATED PERMEABLE BASE CY 40.0000 732,000.00 2,057.000 82,280.00 068 ASPHALT CONCRETE (BRIDGE) TON 100.0000 4,600.00 0.000 0.00 069 ASPHALT CONCRETE TON 30.0000 807,000.00 2,525.050 75,751.50 9,985.050 299,551.50 070 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 8.0000 105,600.00 0.000 0.00 AREA) 071 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.5000 7,290.00 0.000 0.00 072 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.5000 22,650.00 979.000 1,468.50 073 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 1.5000 1,125.00 0.000 0.00 074 CONCRETE PAVEMENT CY 90.0000 3753,000.00 220.800 19,872.00 5,413.700 487,233.00 075 SEAL PAVEMENT JOINT LF 1.1500 72,680.00 25,062.000 28,821.30 076 FURNISH 16" STEEL PIPE PILING LF 24.0000 112,320.00 4,385.000 105,240.00 PROGRAM CAS145 PAGE 4 DATE 10/25/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:56 PM ESTIMATE NO. 22 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 10/25/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE 16" STEEL PIPE PILE EA 600.0000 49,800.00 75.000 45,000.00 (S) 078 144" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 330,000.00 137.000 205,500.00 (S) PILING 079 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 20,400.00 416.000 12,480.00 (S) (PILASTER) 080 FURNISH PILING (CLASS 100) LF 12.0000 111,600.00 4,676.750 56,121.00 081 DRIVE PILE (CLASS 100) EA 600.0000 122,400.00 102.000 61,200.00 (S) 082 FURNISH PILING (CLASS 70) LF 11.5000 330,970.00 5,534.000 63,641.00 21,399.940 246,099.31 083 DRIVE PILE (CLASS 70) EA 600.0000 351,000.00 88.000 52,800.00 421.000 252,600.00 (S) 084 FURNISH PILING (CLASS 45) LF 11.0000 739,937.00 2,431.750 26,749.25 29,842.250 328,264.75 085 DRIVE PILE (CLASS 45) EA 600.0000 1016,400.00 63.000 37,800.00 797.000 478,200.00 (S) 086 FURNISH 16" CAST-IN-STEEL SHELL LF 29.0000 1516,700.00 47,646.340 1,381,743.86 CONCRETE PILING 087 FURNISH STATE FURNISHED 16" CAST-IN- LF 1.0000 5,400.00 6,769.000 6,769.00 STEEL SHELL CONCRETE PILING 088 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 800.0000 888,000.00 1,047.000 837,600.00 (S) PILE 089 16" CAST-IN-DRILLED-HOLE CONCRETE LF 20.0000 17,000.00 0.000 0.00 (S) PILING (BARRIER) 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 950,000.0000 950,000.00 0.042 39,900.00 0.411 390,450.00 (S) 091 TIEBACK ANCHOR EA 1,800.0000 99,000.00 11.000 19,800.00 092 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 1240,400.00 175.000 35,000.00 5,314.000 1,062,800.00 (F) 093 STRUCTURAL CONCRETE, BRIDGE CY 295.0000 11159,260.00 1,854.000 546,930.00 20,739.960 6,118,288.20 (F) 094 STRUCTURAL CONCRETE, RETAINING WALL CY 220.0000 1708,740.00 286.000 62,920.00 3,335.000 733,700.00 (F) 095 STRUCTURAL CONCRETE, APPROACH SLAB CY 250.0000 25,500.00 34.000 8,500.00 34.000 8,500.00 (F) (TYPE EQ MODIFIED) 096 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 64,200.00 47.000 9,400.00 (F) (TYPE N) 097 CLASS A CONCRETE (BOX CULVERT) CY 400.0000 1406,000.00 2,894.000 1,157,600.00 (F) 098 PRECAST CONCRETE BOX LF 500.0000 80,000.00 160.000 80,000.00 099 MINOR CONCRETE (MINOR STRUCTURE) CY 850.0000 269,450.00 9.075 7,713.75 90.065 76,555.25 (F) 100 SOUND WALL CAP LF 7.0000 30,436.00 1,338.000 9,366.00 (F) 101 PILASTER, SOUND WALL CY 500.0000 134,500.00 136.000 68,000.00 (SF) 102 PILASTER, RETAINING WALL CY 400.0000 11,200.00 10.000 4,000.00 (F) 103 PILASTER, OVERCROSSING EA 1,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 10/25/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:56 PM ESTIMATE NO. 22 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 10/25/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE SURFACE TEXTURE SQFT 3.5000 181,492.50 16,393.000 57,375.50 (F) 105 FRACTURED RIB TEXTURE SQFT 2.5000 1,950.00 0.000 0.00 (F) 106 DRILL AND BOND DOWEL LF 15.0000 25,200.00 584.000 8,760.00 (F) 107 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 75.0000 50,400.00 0.000 0.00 108 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 56,000.00 0.000 0.00 GIRDER (60'-70') 109 ERECT PRECAST PRESTRESSED CONCRETE EA 900.0000 7,200.00 0.000 0.00 (S) GIRDER 110 REFINISH BRIDGE DECK SQFT 7.0000 11,032.00 0.000 0.00 (F) 111 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 7.0000 123,851.00 0.000 0.00 (SF) 112 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 471,996.00 21,549.000 258,588.00 (SF) 113 PTFE BEARING EA 2,200.0000 35,200.00 8.000 17,600.00 (S) 114 PTFE SPHERICAL BEARING EA 1,900.0000 53,200.00 4.000 7,600.00 (S) 115 JOINT SEAL ASSEMBLY (MR 4 1/2") LF 250.0000 20,500.00 41.000 10,250.00 41.000 10,250.00 (S) 116 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 280.0000 23,800.00 0.000 0.00 (S) 117 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 800.0000 288,000.00 120.000 96,000.00 120.000 96,000.00 (S) 118 JOINT SEAL (TYPE A MODIFIED) LF 15.0000 8,250.00 0.000 0.00 (S) 119 JOINT SEAL ASSEMBLY (MR 9 1/2") LF 500.0000 40,500.00 0.000 0.00 (S) 120 JOINT SEAL ASSEMBLY (MR 10 1/2") LF 550.0000 22,550.00 0.000 0.00 (S) 121 JOINT SEAL ASSEMBLY (MR 12") LF 580.0000 23,780.00 0.000 0.00 (S) 122 JOINT SEAL ASSEMBLY (MR 12 1/2") LF 600.0000 24,600.00 0.000 0.00 (S) 123 JOINT SEAL ASSEMBLY (MR 13") LF 630.0000 25,830.00 0.000 0.00 (S) 124 BAR REINFORCING STEEL (BRIDGE) LB 0.4500 4474,260.00 82,209.000 36,994.05 5,485,087.200 2,468,289.24 (SF) 125 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4700 395,282.22 47,395.000 22,275.65 353,497.000 166,143.59 (SF) 126 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 456,725.20 946,288.000 378,515.20 (SF) 127 ISOLATION CASING LB 3.0000 22,650.00 7,550.000 22,650.00 (SF) 128 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 1.7500 14,420.00 0.000 0.00 (F) 129 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 4,120.00 0.000 0.00 (SF) 130 FURNISH SIGN STRUCTURE (TRUSS) LB 1.7500 221,812.50 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 10/25/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:56 PM ESTIMATE NO. 22 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 10/25/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 50,700.00 0.000 0.00 (SF) 132 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 225.0000 8,100.00 0.000 0.00 (S) (SIGN FOUNDATION) 133 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 62,500.00 0.000 0.00 (S) (SIGN FOUNDATION) 134 METAL (RAIL MOUNTED SIGN) LB 6.0000 3,720.00 0.000 0.00 135 ROADSIDE SIGN - ONE POST EA 120.0000 7,920.00 0.000 0.00 136 ROADSIDE SIGN - TWO POST EA 200.0000 3,000.00 0.000 0.00 137 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,300.00 0.000 0.00 METHOD) 138 INSTALL SIGN OVERLAY SQFT 20.0000 180.00 0.000 0.00 139 INSTALL SIGN PANEL EA 600.0000 600.00 0.000 0.00 140 ABUTMENT LUMBER BLOCKING MFBM 2,000.0000 18,800.00 0.000 0.00 (F) 141 PAINT CONCRETE SURFACES SQFT 1.0000 53,376.00 0.000 0.00 (F) 142 CLEAN AND PAINT STEEL PILING LS 2,000.0000 2,000.00 0.000 0.00 (S) 143 18" ALTERNATIVE PIPE CULVERT LF 30.0000 32,100.00 66.000 1,980.00 134.000 4,020.00 144 24" ALTERNATIVE PIPE CULVERT LF 35.0000 243,950.00 578.000 20,230.00 2,194.000 76,790.00 145 36" ALTERNATIVE PIPE CULVERT LF 55.0000 22,000.00 412.000 22,660.00 146 18" REINFORCED CONCRETE PIPE LF 36.0000 14,400.00 250.000 9,000.00 318.000 11,448.00 147 24" REINFORCED CONCRETE PIPE LF 45.0000 22,950.00 52.000 2,340.00 106.000 4,770.00 148 36" REINFORCED CONCRETE PIPE LF 56.0000 101,920.00 1,298.000 72,688.00 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 150 JACKED 24" REINFORCED CONCRETE PIPE LF 400.0000 28,800.00 0.000 0.00 (CLASS III) 151 JACKED 36" REINFORCED CONCRETE PIPE LF 525.0000 63,000.00 0.000 0.00 (CLASS III) 152 18" SLOTTED CORRUGATED STEEL PIPE LF 70.0000 70,700.00 408.000 28,560.00 (0.138" THICK) 153 3" PLASTIC PIPE (EDGE DRAIN) LF 5.0000 61,500.00 2,933.000 14,665.00 154 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 15.0000 26,250.00 254.000 3,810.00 155 6" WELDED STEEL PIPE (.134" THICK) LF 35.0000 25,900.00 0.000 0.00 156 8" NAVY JET FUEL LINE LS 400,000.0000 400,000.00 0.900 360,000.00 157 8" WELDED STEEL PIPE (.134" THICK) LF 45.0000 4,140.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 10/25/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:56 PM ESTIMATE NO. 22 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 10/25/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 JACKED 42" WELDED STEEL PIPE LF 520.0000 317,200.00 605.000 314,600.00 (.75" THICK) 159 JACKED 72" WELDED STEEL PIPE LF 780.0000 312,000.00 400.000 312,000.00 (.75" THICK) 160 36" PRECAST CONCRETE PIPE MANHOLE LF 300.0000 8,100.00 0.000 0.00 161 72" PRECAST CONCRETE PIPE SEWER MANHOLE LF 750.0000 69,750.00 96.000 72,000.00 (S) 162 24" CLAY SEWER PIPE LF 140.0000 256,200.00 1,868.000 261,520.00 (S) 163 39" CLAY SEWER PIPE LF 240.0000 264,000.00 1,121.000 269,040.00 (S) 164 60" PRECAST CONCRETE PIPE SEWER MANHOLE LF 780.0000 78,000.00 19.000 14,820.00 103.000 80,340.00 (S) 165 ROCK SLOPE PROTECTION CY 100.0000 1,100.00 0.000 0.00 (FACING, METHOD B) 166 CONCRETE (DITCH LINING) CY 150.0000 108,000.00 0.000 0.00 167 MINOR CONCRETE (MISCELLANEOUS CY 170.0000 226,100.00 80.300 13,651.00 618.900 105,213.00 CONSTRUCTION) 168 MINOR CONCRETE CY 600.0000 13,200.00 0.000 0.00 (PATTERN STAMPED CONCRETE) 169 MINOR CONCRETE (GUTTER) LF 25.0000 3,000.00 0.000 0.00 170 MISCELLANEOUS IRON AND STEEL LB 1.0000 62,806.00 775.000 775.00 5,035.000 5,035.00 (SF) 171 MISCELLANEOUS METAL LB 3.0000 108,000.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 172 MISCELLANEOUS METAL (BRIDGE) LB 2.5000 50,350.00 65.000 162.50 (SF) 173 MISCELLANEOUS METAL (RETAINING WALL) LB 4.0000 1,080.00 0.000 0.00 (SF) 174 BRIDGE DECK DRAINAGE SYSTEM LB 3.0000 185,550.00 5,430.000 16,290.00 56,339.000 169,017.00 (SF) 175 CHAIN LINK FENCE (TYPE CL-6) LF 7.5000 13,575.00 0.000 0.00 (S) 176 6' CHAIN LINK GATE (TYPE CL-6) EA 350.0000 350.00 0.000 0.00 (S) 177 15" CHAIN LINK GATE (TYPE CL-6) EA 600.0000 1,200.00 0.000 0.00 (S) 178 DELINEATOR (CLASS 1) EA 35.0000 1,190.00 0.000 0.00 179 INSTALL MEDIAN MILEAGE PANEL EA 300.0000 2,400.00 0.000 0.00 180 CHAIN LINK RAILING (TYPE 7) LF 26.0000 100,074.00 987.000 25,662.00 987.000 25,662.00 (SF) 181 CONCRETE BARRIER (TYPE 25) LF 27.0000 360,477.00 0.000 0.00 (F) 182 CONCRETE BARRIER (TYPE 25A) LF 27.5000 7,590.00 0.000 0.00 (F) 183 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 28.0000 15,848.00 0.000 0.00 (F) 184 CONCRETE BARRIER (TYPE 25R) LF 34.0000 3,332.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 8 DATE 10/25/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:56 PM ESTIMATE NO. 22 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 10/25/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 38.0000 5,282.00 0.000 0.00 (F) 186 CONCRETE BARRIER (TYPE 27A MODIFIED) LF 40.0000 105,520.00 20.000 800.00 (F) 187 CONCRETE BARRIER (TYPE 27A) LF 36.0000 32,256.00 0.000 0.00 (F) 188 CONCRETE BARRIER (TYPE 27B MOD) LF 39.0000 3,003.00 0.000 0.00 189 CONCRETE BARRIER (TYPE 27SV) LF 44.0000 11,880.00 0.000 0.00 (F) 190 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 37.0000 2,479.00 67.000 2,479.00 (F) 191 CONCRETE BARRIER (TYPE 29M) LF 42.0000 77,532.00 993.000 41,706.00 (F) 192 CONCRETE BARRIER (TYPE 60) LF 30.0000 147,300.00 0.000 0.00 193 CONCRETE BARRIER (TYPE 60 MOD) LF 40.0000 31,200.00 0.000 0.00 194 CONCRETE BARRIER (TYPE 60C) LF 42.0000 240,660.00 0.000 0.00 (F) 195 CONCRETE BARRIER (TYPE 60C MOD) LF 46.0000 95,266.00 0.000 0.00 (F) 196 CONCRETE BARRIER (TYPE 60D) LF 30.0000 1,470.00 0.000 0.00 (F) 197 CONCRETE BARRIER (TYPE 60D MOD) LF 50.0000 66,000.00 0.000 0.00 (F) 198 CONCRETE BARRIER (TYPE 60E MOD) LF 80.0000 40,000.00 0.000 0.00 199 CABLE RAILING LF 9.0000 1,674.00 0.000 0.00 (SF) 200 CRASH CUSHION ATTENUATING TERMINAL EA 5,000.0000 115,000.00 0.000 0.00 (S) (C.A.T.) 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 43,200.00 0.000 0.00 (S) 202 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 13,800.00 0.000 0.00 (S) 203 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 3,681.00 0.000 0.00 (S) (BROKEN 12-3) 204 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 32,662.50 0.000 0.00 (S) 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 102.00 0.000 0.00 (S) (BROKEN 6-1) 206 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 754.80 0.000 0.00 (S) (BROKEN 17-7) 207 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2400 67,200.00 9,231.000 2,215.44 40,181.000 9,643.44 (S) 208 PAINT PAVEMENT MARKING SQFT 1.5000 4,800.00 129.000 193.50 717.000 1,075.50 (S) 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 18,100.00 1,382.100 1,382.10 (S) 210 PAVEMENT MARKER (REFLECTIVE) EA 3.2500 46,475.00 260.000 845.00 832.000 2,704.00 (S) 211 SIGNAL AND LIGHTING LS 60,000.0000 60,000.00 0.200 12,000.00 0.250 15,000.00 (S) (CITY STREET LOCATION 1) PROGRAM CAS145 PAGE 9 DATE 10/25/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:56 PM ESTIMATE NO. 22 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 10/25/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 MODIFY SIGNAL AND LIGHTING LS 20,000.0000 20,000.00 0.000 0.00 (S) (CITY STREET, LOCATION 2) 213 LIGHTING (CITY STREET) LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 214 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.000 0.00 (S) 215 HIGH MAST LIGHTING SYSTEM LS 250,000.0000 250,000.00 0.050 12,500.00 (S) 216 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 4,000.00 0.000 0.00 (S) 217 INTERCONNECTION CONDUIT AND CABLE LS 5,000.0000 5,000.00 0.000 0.00 (S) 218 COMMUNICATION CONDUIT LS 200,000.0000 200,000.00 0.150 30,000.00 (S) 219 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.200 10,000.00 (S) 220 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 (S) 221 RAMP METERING SYSTEM (LOCATION 1) LS 40,000.0000 40,000.00 0.000 0.00 (S) 222 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.000 0.00 (S) 223 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.000 0.00 (S) 224 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.000 0.00 (S) 225 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 60,000.0000 60,000.00 0.000 0.00 (S) 226 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 227 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 553.00 0.000 0.00 (BROKEN 36-12) 228 SIGNAL AND LIGHTING (LOCATION 4) LS 50,000.0000 50,000.00 0.000 0.00 229 COMMUNICATION SYSTEM LS 5,000.0000 5,000.00 0.000 0.00 (CITY OF BUENA PARK) PROGRAM CAS145 PAGE 10 DATE 10/25/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 02:56 PM ESTIMATE NO. 22 BID OPENING 03/26/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 10/25/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,840,946.14 24,208,596.83 ADJUSTMENT OF COMPENSATION 0.00 420,737.52 EXTRA WORK 83,889.32 692,465.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,924,835.46 25,321,799.51 230 MOBILIZATION LS 5024,829.0000 5024,829.00 0.050 251,241.45 1.000 5,024,829.00 ORIGINAL CONTRACT AMOUNT 51,991,316.72 TOTAL WORK COMPLETED 2,176,076.91 30,346,628.51 MATERIALS ON HAND ON SITE 1,485,751.16 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 2,166,076.91 31,822,379.67 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 04/17/98 942 05/02/98 05/02/98 12/11/00 533 0 57 0 56% 61% PROGRESS IS SATISFACTORY HAMIDI, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/99