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 01/22/99 EST. NO.11 TIME 10:00 AM 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 0021 60.76 E.W. @ F.A.(+) 072798 N 1012 0 0022 314.76 082298 N 1012 0 0022-1 -314.76 082298 N 1012 0 DAO CORRECTING ENTRY 0022-2 300.20 082298 N 1012 0 DAO CORRECTING ENTRY 0023 285.68 081398 N 511 0 0024 285.83 081298 N 510 0 0024-1 -285.83 081298 N 510 0 DAO CORRECTING ENTRY 0024-2 375.34 081298 N 510 0 DAO CORRECTING ENTRY 0025 277.76 071798 N 506 0 0026 331.59 071598 N 505 0 0027 276.47 071498 N 504 0 0028 1,267.90 090398 N 518 0 0029 1,250.94 090298 N 577 0 0030 458.12 082598 N 515 0 0031 285.83 072798 N 508 0 0032 633.01 070998 N 502 0 0033 774.69 090898 N 1022 0 0034 567.18 110598 N 1023 0 0035 451.01 071098 N 503 0 0036 538.36 083198 N 516 0 0037 94.67 090498 N 519 0 0038 220.48 082398 N 514 0 0039 277.80 072898 N 509 0 0040 277.80 081498 N 512 0 0041 279.08 072198 N 507 0 002 0001 687.96 E.W. @ F.A.(+) 060598 N 505 0 0002 1,526.02 061298 N 506 0 0003 2,520.12 060498 N 504 0 022 0001 1,066.47 E.W. @ F.A.(+) 072998 N 500 0 0002 1,036.84 073098 N 501 0 0003 2,103.53 080398 N 502 0 0004 365.32 090198 N 503 0 18,590.93 TOTAL THIS ESTIMATE 46,647.91 TOTAL PREVIOUS ESTIMATE 65,238.84 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 01/22/99 EST. NO.11 TIME 10:00 AM 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 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 10:00 AM ESTIMATE NO. 11 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 01/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 01/22/99 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 0.450 6,750.00 002 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 0.250 12,500.00 004 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.080 960.00 0.370 4,440.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.040 6,000.00 0.360 54,000.00 (S) 006 TYPE III BARRICADE EA 75.0000 8,250.00 0.000 0.00 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,100.00 303.000 10,605.00 008 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.080 2,000.00 0.370 9,250.00 009 TEMPORARY RAILING (TYPE K) LF 6.0000 366,000.00 4,020.000 24,120.00 010 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 20.000 5,000.00 (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 5,971.000 7,762.30 016 REMOVE METAL BEAM GUARD RAILING LF 3.5000 20,685.00 1,231.000 4,308.50 1,231.000 4,308.50 017 REMOVE DOUBLE METAL BEAM BARRIER LF 4.0000 17,200.00 0.000 0.00 018 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 19,480.00 1,020.000 408.00 13,215.000 5,286.00 019 REMOVE PAVEMENT MARKER EA 2.0000 4,380.00 1,783.000 3,566.00 020 REMOVE ROADSIDE SIGN EA 50.0000 5,500.00 0.000 0.00 021 REMOVE SIGN STRUCTURE EA 3,000.0000 30,000.00 0.000 0.00 022 REMOVE CULVERT LF 50.0000 11,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 10:00 AM ESTIMATE NO. 11 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 01/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 320.00 212.000 4,240.00 024 REMOVE INLET EA 630.0000 11,970.00 1.000 630.00 025 REMOVE HEADWALL EA 600.0000 3,000.00 1.000 600.00 2.000 1,200.00 026 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 0.000 0.00 030 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 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 2,089.000 2,089.00 035 REMOVE CONCRETE (CROSS GUTTER) SQYD 4.0000 800.00 264.000 1,056.00 036 REMOVE CONCRETE (SIDEWALK) SQYD 2.0000 8,640.00 1,188.200 2,376.40 037 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 0.000 0.00 040 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 0.350 24,500.00 042 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 0.000 0.00 044 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 0.630 42,525.00 047 ROADWAY EXCAVATION CY 10.0000 526,000.00 2,153.000 21,530.00 41,756.000 417,560.00 048 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 883,300.00 12,648.000 632,400.00 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 431,910.00 1,309.000 39,270.00 3,169.000 95,070.00 (F) PROGRAM CAS145 PAGE 3 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 10:00 AM ESTIMATE NO. 11 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 01/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 311,800.00 309.000 7,725.00 4,846.000 121,150.00 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 369,108.00 2,427.090 43,687.62 (F) 052 PERVIOUS BACKFILL MATERIAL CY 30.0000 1,800.00 0.000 0.00 (F) 053 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 39,960.00 267.770 8,033.10 (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 0.000 0.00 058 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 3,802.000 53,228.00 4,767.000 66,738.00 065 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 0.000 0.00 068 ASPHALT CONCRETE (BRIDGE) TON 100.0000 4,600.00 0.000 0.00 069 ASPHALT CONCRETE TON 30.0000 807,000.00 1,905.470 57,164.10 3,622.990 108,689.70 070 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 0.000 0.00 073 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 0.000 0.00 075 SEAL PAVEMENT JOINT LF 1.1500 72,680.00 0.000 0.00 076 FURNISH 16" STEEL PIPE PILING LF 24.0000 112,320.00 4,385.000 105,240.00 PROGRAM CAS145 PAGE 4 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 10:00 AM ESTIMATE NO. 11 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 01/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (S) PILING 079 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 20,400.00 0.000 0.00 (S) (PILASTER) 080 FURNISH PILING (CLASS 100) LF 12.0000 111,600.00 3,863.000 46,356.00 3,863.000 46,356.00 081 DRIVE PILE (CLASS 100) EA 600.0000 122,400.00 87.000 52,200.00 87.000 52,200.00 (S) 082 FURNISH PILING (CLASS 70) LF 11.5000 330,970.00 13,107.890 150,740.74 083 DRIVE PILE (CLASS 70) EA 600.0000 351,000.00 286.000 171,600.00 (S) 084 FURNISH PILING (CLASS 45) LF 11.0000 739,937.00 8,707.000 95,777.00 17,048.000 187,528.00 085 DRIVE PILE (CLASS 45) EA 600.0000 1016,400.00 217.000 130,200.00 445.000 267,000.00 (S) 086 FURNISH 16" CAST-IN-STEEL SHELL LF 29.0000 1516,700.00 43,128.840 1,250,736.36 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 888,000.00 945.000 756,000.00 (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 0.000 0.00 (S) 091 TIEBACK ANCHOR EA 1,800.0000 99,000.00 0.000 0.00 092 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 1240,400.00 385.000 77,000.00 4,502.000 900,400.00 (F) 093 STRUCTURAL CONCRETE, BRIDGE CY 295.0000 11159,260.00 999.000 294,705.00 4,942.960 1,458,173.20 (F) 094 STRUCTURAL CONCRETE, RETAINING WALL CY 220.0000 1708,740.00 410.000 90,200.00 1,119.000 246,180.00 (F) 095 STRUCTURAL CONCRETE, APPROACH SLAB CY 250.0000 25,500.00 0.000 0.00 (F) (TYPE EQ MODIFIED) 096 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 64,200.00 0.000 0.00 (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 1.135 964.75 39.470 33,549.50 (F) 100 SOUND WALL CAP LF 7.0000 30,436.00 0.000 0.00 (F) 101 PILASTER, SOUND WALL CY 500.0000 134,500.00 0.000 0.00 (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 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 10:00 AM ESTIMATE NO. 11 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 01/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,499.000 19,246.50 (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 0.000 0.00 (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 0.000 0.00 (SF) 113 PTFE BEARING EA 2,200.0000 35,200.00 0.000 0.00 (S) 114 PTFE SPHERICAL BEARING EA 1,900.0000 53,200.00 0.000 0.00 (S) 115 JOINT SEAL ASSEMBLY (MR 4 1/2") LF 250.0000 20,500.00 0.000 0.00 (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 0.000 0.00 (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 4474,260.00 215,300.000 96,885.00 1,857,989.200 836,095.14 (SF) 125 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4700 395,282.22 90,650.000 42,605.50 143,098.000 67,256.06 (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 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 10:00 AM ESTIMATE NO. 11 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 01/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 144 24" ALTERNATIVE PIPE CULVERT LF 35.0000 243,950.00 1,036.000 36,260.00 145 36" ALTERNATIVE PIPE CULVERT LF 55.0000 22,000.00 392.000 21,560.00 146 18" REINFORCED CONCRETE PIPE LF 36.0000 14,400.00 28.000 1,008.00 147 24" REINFORCED CONCRETE PIPE LF 45.0000 22,950.00 0.000 0.00 148 36" REINFORCED CONCRETE PIPE LF 56.0000 101,920.00 312.000 17,472.00 538.000 30,128.00 149 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 0.000 0.00 (0.138" THICK) 153 3" PLASTIC PIPE (EDGE DRAIN) LF 5.0000 61,500.00 0.000 0.00 154 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 15.0000 26,250.00 0.000 0.00 155 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 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 10:00 AM ESTIMATE NO. 11 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 01/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.000 5,040.00 1,121.000 269,040.00 (S) 164 60" PRECAST CONCRETE PIPE SEWER MANHOLE LF 780.0000 78,000.00 84.000 65,520.00 (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 6.000 1,020.00 227.440 38,664.80 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 4,260.000 4,260.00 (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 0.000 0.00 (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 9,687.000 29,061.00 (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 0.000 0.00 (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 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 10:00 AM ESTIMATE NO. 11 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 01/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (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 0.000 0.00 (F) 191 CONCRETE BARRIER (TYPE 29M) LF 42.0000 77,532.00 0.000 0.00 (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 1,020.000 244.80 23,463.000 5,631.12 (S) 208 PAINT PAVEMENT MARKING SQFT 1.5000 4,800.00 504.000 756.00 (S) 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 18,100.00 0.100 0.10 1,198.100 1,198.10 (S) 210 PAVEMENT MARKER (REFLECTIVE) EA 3.2500 46,475.00 488.000 1,586.00 (S) 211 SIGNAL AND LIGHTING LS 60,000.0000 60,000.00 0.000 0.00 (S) (CITY STREET LOCATION 1) PROGRAM CAS145 PAGE 9 DATE 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 10:00 AM ESTIMATE NO. 11 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 01/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (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 0.000 0.00 (S) 219 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.000 0.00 (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 01/22/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 10:00 AM ESTIMATE NO. 11 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 01/20/99 R.E. NAME: HAMIDI, FRED DATE OF THIS ESTIMATE 01/22/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,149,933.75 11,988,635.94 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 18,590.93 65,238.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,168,524.68 12,053,874.78 230 MOBILIZATION LS 5024,829.0000 5024,829.00 0.950 4,773,587.55 ORIGINAL CONTRACT AMOUNT 51,991,316.72 TOTAL WORK COMPLETED 1,168,524.68 16,827,462.33 MATERIALS ON HAND ON SITE 1,655,095.64 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,168,524.68 18,482,557.97 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 12/11/00 253 0 0 0 32% 31% PROGRESS IS SATISFACTORY HAMIDI, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/99