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 04/24/03 EST. NO.62 TIME 06:37 AM R.E. NAME: HAMID MANTINPOUR 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 4316 2,138.62 E.W. @ F.A.(+) 022002 N 4309 0 4345 122.85 010702 N 194 0 4346 2,246.48 021802 N 4306 0 4347 802.18 021902 N 4307 0 4348 4,250.14 021302 N 1459 0 4349 27.95 040202 N 4454 0 4350 407.40 040402 N 4455 0 4351 264.50 040902 N 4456 0 4353 55.94 041502 N 4457 0 4354 306.05 041702 N 4629 0 4355 1,054.55 041702 N 4646 0 4355-1 -1,054.55 041702 N 4646 0 DAO CORRECTING ENTRY 4356 1,942.12 051502 N 2337 0 4357 469.84 052002 N 4459 0 4358 490.26 053102 N 4462 0 4359 529.00 022802 N 4626 0 4360 11,118.27 061102 N 4466 0 4361 352.18 042202 N 1468 0 4362 6,173.91 052902 N 2351 0 4363 4,614.05 053002 N 2334 0 4364 853.29 051302 N 4458 0 4365 469.84 060702 N 4465 0 4366 469.84 081502 N 4463 0 4367 364.84 060401 N 4453 0 4369 122.02 083102 N 4452 0 002 0209 23,862.83 E.W. @ F.A.(+) 032002 N 2304 0 0210 13,041.00 032002 N 194 0 0211 2,408.39 071502 N 2385 0 0212 2,195.41 090900 N 1348 0 0213 1,285.43 120600 N 1764 0 0215 379.88 121100 N 1765 0 0216 2,532.88 122700 N 1826 0 0217 950.76 122700 N 1828 0 0218 526.22 060701 N 2113 0 0219 1,632.92 061101 N 2114 0 0220 1,327.01 110701 N 1404 0 0221 912.82 100801 N 1388 0 0222 668.09 101001 N 1385 0 0223 199.34 062201 N 2115 0 0224 132.88 070601 N 2117 0 037 0004 978.55 E.W. @ F.A.(+) 112900 N 1758 0 0171 505.43 112900 N 1759 0 0172 349.08 113000 N 1760 0 066 0001 3,404.50 A.C. @ L.S.(+) 082602 N 0001 0 067 0225 149.90 E.W. @ F.A.(+) 113000 N 1761 0 087 0067 2,821.89 E.W. @ F.A.(+) 113001 N 1409 0 0068 18,966.44 120501 N 2362 0 118 0001 84,976.65 A.C. @ L.S.(+) 071800 N 001 0 0002 10,691.00 E.W. @ U.P (+) 071900 N 002 0 0003 485.00 071900 N 003 0 0004 1,875.35 071800 N 004 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 04/24/03 EST. NO.62 TIME 06:37 AM R.E. NAME: HAMID MANTINPOUR 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 --------------------------------------------------------------------------- 135 0017 39,637.00 A.C. @ L.S.(+) 062402 N 0017 0 0018 14,035.00 E.W. @ U.P (+) 062402 N 18 0 137 1228 1,270.93 E.W. @ F.A.(+) 111700 Y 2462 0 1229 934.55 112000 Y 2461 0 154 0082 4,180.19 E.W. @ F.A.(+) 051702 N 4472 0 0084 218.50 051702 N 4576 0 0085 1,966.50 051702 N 4630-9 0086 3,951.70 020102 N 4360 0 0087 1,923.79 020402 N 4361 0 0088 541.08 020602 N 4363 0 0089 746.35 020802 N 4365 0 0090 234.60 012402 N 4355 0 0091 469.20 010302 N 4359 0 0092 469.20 013002 N 4358 0 0093 845.38 012502 N 4356 0 0094 354.75 012902 N 4357 0 0095 334.83 021502 N 2363 0 161 0009 727.52 E.W. @ F.A.(+) 100501 N 1450 0 166 0010 204.28 E.W. @ F.A.(+) 080202 N 4586 0 167 0042 347.78 E.W. @ F.A.(+) 101201 N 1382 0 0043 2,589.55 052002 N 2349 0 171 0073 239.96 E.W. @ F.A.(+) 091902 N 4730 0 0076 3,666.71 091002 N 4671 0 0077 2,509.29 091202 N 4673 0 0080 1,307.50 051602 N 4538 0 0081 1,307.50 051602 N 080 0 0082 1,221.25 071202 N 4560 0 0083 1,214.03 071202 N 4600 0 0084 20.94 071202 N 4696 0 0085 412.57 051502 N 4537 0 0086 2,087.18 080102 N 4614 0 0087 1,316.90 081502 N 4642 0 0088 1,296.20 081502 N 4643 0 0089 2,100.33 080102 N 4639 0 0090 7.36 080802 N 4658 0 0091 209.89 081302 N 4659 0 0092 2,593.96 081402 N 4660 0 0093 1,827.34 081502 N 4661 0 0094 561.33 091202 N 4699 0 174 0001 496.79 A.C. @ F.A.(+) 061102 N 1500 0 0002 5,834.38 093002 N 2478 0 0003 202.23 110502 N 2477 0 175 0043 1,054.55 E.W. @ F.A.(+) 041702 N 4646 0 179 0030 724.50 E.W. @ F.A.(+) 091302 N 4732 0 0031 301.76 082602 N 4731 0 324,348.35 TOTAL THIS ESTIMATE 7,722,152.65 TOTAL PREVIOUS ESTIMATE 8,046,501.00 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 04/24/03 EST. NO.62 TIME 06:37 AM R.E. NAME: HAMID MANTINPOUR 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 CONCRETE FAILURE -1,050.00 24 CONCRETE FAILURE 82 -1,050.00 28 CONCRETE FAIL-I-74 -1,626.50 33 PCC GRADING FAILURE -4,478.60 36 WAGE CASE -11,542.03 45 0.00 -19,747.13 LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLLS -10,000.00 22 RETURN DEDUCTIONS 10,000.00 27 UNSATISFACTORY PAYRO -5,000.00 29 DELINQUENT PAYROLL -5,000.00 30 RET UNSATIS PAYROLL 5,000.00 32 UNSATISFACTORY PR'S -10,000.00 33 UNSAT. PAYROLL -10,000.00 35 PAYROLL UNSAT. -10,000.00 36 PAYROLL DEDUCT -10,000.00 37 KS-RS-SC-PC-GFC-OE -10,000.00 41 UNSAT. PAYROLL 35,000.00 41 AMERC/G&F CONCRETE -10,000.00 44 UNSAT. PAYROLL -1,287.44 55 UNSAT PAYROLL -1,000.00 58 UNSAT PAYROLL -1,000.00 60 RETURN UNSAT PAYROLL 1,000.00 61 0.00 -32,287.44 OTHER OUTSTANDING DOCUMENTS NON-SUB. HC43 -10,000.00 62 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -62,034.57 PROGRAM CAS145 PAGE 1 DATE 04/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 06:37 AM ESTIMATE NO. 62 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 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 04/24/03 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 12-ORA-5-41.5/43.5 ---------------------------------- MCM CONSTUCTION INC. IN ORANGE COUNTY IN ANAHEIM, P O BOX 620 FULLERTON AND BUENA PARK FROM 0.4 NORTH HIGHLAND 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 1.000 5,000.00 PLAN 003 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.950 47,500.00 004 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.950 11,400.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.950 142,500.00 (S) 006 TYPE III BARRICADE EA 75.0000 8,250.00 17.000 1,275.00 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,100.00 376.000 13,160.00 008 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.950 23,750.00 009 TEMPORARY RAILING (TYPE K) LF 6.0000 366,000.00 78,929.000 473,574.00 010 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 122.000 30,500.00 (S) 011 TEMPORARY TRAFFIC SCREEN LF 2.0000 83,400.00 41,700.000 83,400.00 012 ABANDON CULVERT EA 2,500.0000 2,500.00 3.000 7,500.00 013 ABANDON SEWER LF 19.0000 47,500.00 2,500.000 47,500.00 014 ABANDON SEWER MANHOLE EA 1,700.0000 13,600.00 8.000 13,600.00 015 REMOVE CHAIN LINK FENCE LF 1.3000 9,607.00 12,466.000 16,205.80 016 REMOVE METAL BEAM GUARD RAILING LF 3.5000 20,685.00 4,796.500 16,787.75 017 REMOVE DOUBLE METAL BEAM BARRIER LF 4.0000 17,200.00 4,075.000 16,300.00 018 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 19,480.00 256,439.000 102,575.60 019 REMOVE PAVEMENT MARKER EA 2.0000 4,380.00 18,399.000 36,798.00 020 REMOVE ROADSIDE SIGN EA 50.0000 5,500.00 110.000 5,500.00 021 REMOVE SIGN STRUCTURE EA 3,000.0000 30,000.00 7.670 23,010.00 022 REMOVE CULVERT LF 50.0000 11,000.00 398.000 19,900.00 PROGRAM CAS145 PAGE 2 DATE 04/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 06:37 AM ESTIMATE NO. 62 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 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 04/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,396.000 127,920.00 024 REMOVE INLET EA 630.0000 11,970.00 43.000 27,090.00 025 REMOVE HEADWALL EA 600.0000 3,000.00 10.000 6,000.00 026 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 88,337.500 176,675.00 030 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 6,930.110 34,650.55 (.25' MAXIMUM) 034 REMOVE CONCRETE CURB LF 1.0000 17,800.00 16,250.000 16,250.00 035 REMOVE CONCRETE (CROSS GUTTER) SQYD 4.0000 800.00 800.400 3,201.60 036 REMOVE CONCRETE (SIDEWALK) SQYD 2.0000 8,640.00 3,598.500 7,197.00 037 REMOVE CONCRETE (CHANNEL) CY 20.0000 10,600.00 1,362.860 27,257.20 038 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 3,000.00 040 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 1.000 30,000.00 043 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000.00 044 BRIDGE REMOVAL (PORTION), LOCATION B LS 6,000.0000 6,000.00 1.000 6,000.00 045 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 1.000 67,500.00 047 ROADWAY EXCAVATION CY 10.0000 526,000.00 292,622.500 2,926,225.00 048 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 883,300.00 17,666.100 883,305.00 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 431,910.00 14,355.000 430,650.00 (F) PROGRAM CAS145 PAGE 3 DATE 04/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 06:37 AM ESTIMATE NO. 62 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 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 04/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,462.000 311,550.00 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 369,108.00 20,506.000 369,108.00 (F) 052 PERVIOUS BACKFILL MATERIAL CY 30.0000 1,800.00 60.000 1,800.00 (F) 053 PERVIOUS BACKFILL MATERIAL (RETAINING CY 30.0000 39,960.00 1,332.000 39,960.00 (F) WALL) 054 SAND BACKFILL CY 115.0000 1,150.00 757.000 87,055.00 055 DITCH EXCAVATION CY 9.0000 8,010.00 0.000 0.00 056 EARTH RETAINING STRUCTURE SQFT 30.0000 360,000.00 12,000.000 360,000.00 (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 1.000 7,000.00 (S) 059 EROSION CONTROL ACRE 1,500.0000 45,000.00 10.500 15,750.00 (S) 060 PLANT ESTABLISHMENT WORK LS 3,000.0000 3,000.00 0.500 1,500.00 1.000 3,000.00 (S) 061 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 062 WATER METER LS 9,500.0000 9,500.00 1.000 9,500.00 (S) 063 10" CORRUGATED HIGH DENSITY LF 45.0000 6,300.00 83.000 3,735.00 (S) POLYETHYLENE PIPE CONDUIT 064 CLASS 2 AGGREGATE BASE CY 14.0000 537,600.00 41,204.210 576,858.94 065 CLASS 3 AGGREGATE BASE CY 16.0000 22,080.00 1,214.600 19,433.60 066 LEAN CONCRETE BASE CY 95.0000 155,800.00 1,636.800 155,496.00 067 ASPHALT TREATED PERMEABLE BASE CY 40.0000 732,000.00 20,487.900 819,516.00 068 ASPHALT CONCRETE (BRIDGE) TON 100.0000 4,600.00 0.000 0.00 069 ASPHALT CONCRETE TON 30.0000 807,000.00 33,770.140 1,013,104.20 070 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 8.0000 105,600.00 7,351.630 58,813.04 AREA) 071 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 1.5000 7,290.00 3,696.000 5,544.00 072 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 1.5000 22,650.00 11,834.000 17,751.00 073 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 1.5000 1,125.00 1,278.000 1,917.00 074 CONCRETE PAVEMENT CY 90.0000 3,753,000.00 46,279.900 4,165,191.00 075 SEAL PAVEMENT JOINT LF 1.1500 72,680.00 155,267.000 178,557.05 076 FURNISH 16" STEEL PIPE PILING LF 24.0000 112,320.00 4,680.000 112,320.00 PROGRAM CAS145 PAGE 4 DATE 04/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 06:37 AM ESTIMATE NO. 62 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 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 04/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 83.000 49,800.00 (S) 078 144" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 330,000.00 217.000 325,500.00 (S) PILING 079 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 20,400.00 674.000 20,220.00 (S) (PILASTER) 080 FURNISH PILING (CLASS 100) LF 12.0000 111,600.00 9,250.000 111,000.00 081 DRIVE PILE (CLASS 100) EA 600.0000 122,400.00 204.000 122,400.00 (S) 082 FURNISH PILING (CLASS 70) LF 11.5000 330,970.00 28,767.860 330,830.39 083 DRIVE PILE (CLASS 70) EA 600.0000 351,000.00 585.000 351,000.00 (S) 084 FURNISH PILING (CLASS 45) LF 11.0000 739,937.00 67,768.230 745,450.53 085 DRIVE PILE (CLASS 45) EA 600.0000 1,016,400.00 1,706.000 1,023,600.00 (S) 086 FURNISH 16" CAST-IN-STEEL SHELL LF 29.0000 1,516,700.00 52,300.090 1,516,702.61 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 1,110.000 888,000.00 (S) PILE 089 16" CAST-IN-DRILLED-HOLE CONCRETE LF 20.0000 17,000.00 850.000 17,000.00 (S) PILING (BARRIER) 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 950,000.0000 950,000.00 1.000 950,000.00 (S) 091 TIEBACK ANCHOR EA 1,800.0000 99,000.00 56.000 100,800.00 092 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 1,240,400.00 6,207.000 1,241,400.00 (F) 093 STRUCTURAL CONCRETE, BRIDGE CY 295.0000 1,159,260.00 37,828.000 11,159,260.00 (F) 094 STRUCTURAL CONCRETE, RETAINING WALL CY 220.0000 1,708,740.00 7,827.000 1,721,940.00 (F) 095 STRUCTURAL CONCRETE, APPROACH SLAB CY 250.0000 25,500.00 102.000 25,500.00 (F) (TYPE EQ MODIFIED) 096 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 64,200.00 321.000 64,200.00 (F) (TYPE N) 097 CLASS A CONCRETE (BOX CULVERT) CY 400.0000 1,406,000.00 3,511.600 1,404,640.00 (F) 098 PRECAST CONCRETE BOX LF 500.0000 80,000.00 160.000 80,000.00 099 MINOR CONCRETE (MINOR STRUCTURE) CY 850.0000 269,450.00 372.436 316,570.60 (F) 100 SOUND WALL CAP LF 7.0000 30,436.00 4,429.000 31,003.00 (F) 101 PILASTER, SOUND WALL CY 500.0000 134,500.00 184.000 92,000.00 (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 04/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 06:37 AM ESTIMATE NO. 62 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 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 04/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 51,855.000 181,492.50 (F) 105 FRACTURED RIB TEXTURE SQFT 2.5000 1,950.00 780.000 1,950.00 (F) 106 DRILL AND BOND DOWEL LF 15.0000 25,200.00 1,782.000 26,730.00 (F) 107 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 75.0000 50,400.00 672.000 50,400.00 108 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 56,000.00 8.000 56,000.00 GIRDER (60'-70') 109 ERECT PRECAST PRESTRESSED CONCRETE EA 900.0000 7,200.00 8.000 7,200.00 (S) GIRDER 110 REFINISH BRIDGE DECK SQFT 7.0000 11,032.00 800.000 5,600.00 (F) 111 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 7.0000 123,851.00 17,693.000 123,851.00 (SF) 112 SOUND WALL (MASONRY BLOCK) SQFT 12.0000 471,996.00 39,913.000 478,956.00 (SF) 113 PTFE BEARING EA 2,200.0000 35,200.00 16.000 35,200.00 (S) 114 PTFE SPHERICAL BEARING EA 1,900.0000 53,200.00 28.000 53,200.00 (S) 115 JOINT SEAL ASSEMBLY (MR 4 1/2") LF 250.0000 20,500.00 82.000 20,500.00 (S) 116 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 280.0000 23,800.00 85.000 23,800.00 (S) 117 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 800.0000 288,000.00 360.000 288,000.00 (S) 118 JOINT SEAL (TYPE A MODIFIED) LF 15.0000 8,250.00 126.000 1,890.00 (S) 119 JOINT SEAL ASSEMBLY (MR 9 1/2") LF 500.0000 40,500.00 81.000 40,500.00 (S) 120 JOINT SEAL ASSEMBLY (MR 10 1/2") LF 550.0000 22,550.00 41.000 22,550.00 (S) 121 JOINT SEAL ASSEMBLY (MR 12") LF 580.0000 23,780.00 41.000 23,780.00 (S) 122 JOINT SEAL ASSEMBLY (MR 12 1/2") LF 600.0000 24,600.00 41.000 24,600.00 (S) 123 JOINT SEAL ASSEMBLY (MR 13") LF 630.0000 25,830.00 41.000 25,830.00 (S) 124 BAR REINFORCING STEEL (BRIDGE) LB 0.4500 4,474,260.00 9,914,536.000 4,461,541.20 (SF) 125 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4700 395,282.22 839,740.000 394,677.80 (SF) 126 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 456,725.20 1,143,265.000 457,306.00 (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 8,240.000 14,420.00 (F) 129 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 4,120.00 8,240.000 4,120.00 (SF) 130 FURNISH SIGN STRUCTURE (TRUSS) LB 1.7500 221,812.50 121,280.000 212,240.00 (F) PROGRAM CAS145 PAGE 6 DATE 04/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 06:37 AM ESTIMATE NO. 62 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 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 04/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 50,700.00 121,280.000 48,512.00 (SF) 132 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 225.0000 8,100.00 15.000 3,375.00 (S) (SIGN FOUNDATION) 133 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 250.0000 62,500.00 249.200 62,300.00 (S) (SIGN FOUNDATION) 134 METAL (RAIL MOUNTED SIGN) LB 6.0000 3,720.00 616.000 3,696.00 135 ROADSIDE SIGN - ONE POST EA 120.0000 7,920.00 57.000 6,840.00 136 ROADSIDE SIGN - TWO POST EA 200.0000 3,000.00 14.000 2,800.00 137 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,300.00 11.000 1,100.00 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 9.400 18,800.00 (F) 141 PAINT CONCRETE SURFACES SQFT 1.0000 53,376.00 81,050.000 81,050.00 (F) 142 CLEAN AND PAINT STEEL PILING LS 2,000.0000 2,000.00 1.000 2,000.00 (S) 143 18" ALTERNATIVE PIPE CULVERT LF 30.0000 32,100.00 1,872.000 56,160.00 144 24" ALTERNATIVE PIPE CULVERT LF 35.0000 243,950.00 8,072.000 282,520.00 145 36" ALTERNATIVE PIPE CULVERT LF 55.0000 22,000.00 416.000 22,880.00 146 18" REINFORCED CONCRETE PIPE LF 36.0000 14,400.00 386.000 13,896.00 147 24" REINFORCED CONCRETE PIPE LF 45.0000 22,950.00 596.000 26,820.00 148 36" REINFORCED CONCRETE PIPE LF 56.0000 101,920.00 1,728.000 96,768.00 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 150 JACKED 24" REINFORCED CONCRETE PIPE LF 400.0000 28,800.00 690.740 276,296.00 (CLASS III) 151 JACKED 36" REINFORCED CONCRETE PIPE LF 525.0000 63,000.00 152.000 79,800.00 (CLASS III) 152 18" SLOTTED CORRUGATED STEEL PIPE LF 70.0000 70,700.00 948.000 66,360.00 (0.138" THICK) 153 3" PLASTIC PIPE (EDGE DRAIN) LF 5.0000 61,500.00 13,415.000 67,075.00 154 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 15.0000 26,250.00 2,254.000 33,810.00 155 6" WELDED STEEL PIPE (.134" THICK) LF 35.0000 25,900.00 176.000 6,160.00 156 8" NAVY JET FUEL LINE LS 400,000.0000 400,000.00 1.000 400,000.00 157 8" WELDED STEEL PIPE (.134" THICK) LF 45.0000 4,140.00 669.000 30,105.00 PROGRAM CAS145 PAGE 7 DATE 04/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 06:37 AM ESTIMATE NO. 62 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 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 04/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 28.500 8,550.00 161 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 78,000.00 103.000 80,340.00 (S) 165 ROCK SLOPE PROTECTION CY 100.0000 1,100.00 15.260 1,526.00 (FACING, METHOD B) 166 CONCRETE (DITCH LINING) CY 150.0000 108,000.00 9.000 1,350.00 167 MINOR CONCRETE (MISCELLANEOUS CY 170.0000 226,100.00 1,684.050 286,288.50 CONSTRUCTION) 168 MINOR CONCRETE CY 600.0000 13,200.00 0.000 0.00 (PATTERN STAMPED CONCRETE) 169 MINOR CONCRETE (GUTTER) LF 25.0000 3,000.00 133.000 3,325.00 170 MISCELLANEOUS IRON AND STEEL LB 1.0000 62,806.00 68,189.000 68,189.00 (SF) 171 MISCELLANEOUS METAL LB 3.0000 108,000.00 36,000.000 108,000.00 (SF)(RESTRAINER - CABLE TYPE) 172 MISCELLANEOUS METAL (BRIDGE) LB 2.5000 50,350.00 19,280.000 48,200.00 (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 57,263.000 171,789.00 (SF) 175 CHAIN LINK FENCE (TYPE CL-6) LF 7.5000 13,575.00 8,790.000 65,925.00 (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 7.000 4,200.00 (S) 178 DELINEATOR (CLASS 1) EA 35.0000 1,190.00 34.000 1,190.00 179 INSTALL MEDIAN MILEAGE PANEL EA 300.0000 2,400.00 8.000 2,400.00 180 CHAIN LINK RAILING (TYPE 7) LF 26.0000 100,074.00 4,468.000 116,168.00 (SF) 181 CONCRETE BARRIER (TYPE 25) LF 27.0000 360,477.00 13,351.000 360,477.00 (F) 182 CONCRETE BARRIER (TYPE 25A) LF 27.5000 7,590.00 276.000 7,590.00 (F) 183 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 28.0000 15,848.00 566.000 15,848.00 (F) 184 CONCRETE BARRIER (TYPE 25R) LF 34.0000 3,332.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 8 DATE 04/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 06:37 AM ESTIMATE NO. 62 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 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 04/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,631.000 105,240.00 (F) 187 CONCRETE BARRIER (TYPE 27A) LF 36.0000 32,256.00 744.000 26,784.00 (F) 188 CONCRETE BARRIER (TYPE 27B MOD) LF 39.0000 3,003.00 991.000 38,649.00 189 CONCRETE BARRIER (TYPE 27SV) LF 44.0000 11,880.00 269.000 11,836.00 (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 1,846.000 77,532.00 (F) 192 CONCRETE BARRIER (TYPE 60) LF 30.0000 147,300.00 9,517.000 285,510.00 193 CONCRETE BARRIER (TYPE 60 MOD) LF 40.0000 31,200.00 185.000 7,400.00 194 CONCRETE BARRIER (TYPE 60C) LF 42.0000 240,660.00 7,894.000 331,548.00 (F) 195 CONCRETE BARRIER (TYPE 60C MOD) LF 46.0000 95,266.00 1,521.000 69,966.00 (F) 196 CONCRETE BARRIER (TYPE 60D) LF 30.0000 1,470.00 1,894.000 56,820.00 (F) 197 CONCRETE BARRIER (TYPE 60D MOD) LF 50.0000 66,000.00 844.000 42,200.00 (F) 198 CONCRETE BARRIER (TYPE 60E MOD) LF 80.0000 40,000.00 474.000 37,920.00 199 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 27.000 135,000.00 (S) (C.A.T.) 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 43,200.00 200,984.000 60,295.20 (S) 202 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 13,800.00 23,096.000 13,857.60 (S) 203 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 3,681.00 10,771.000 4,846.95 (S) (BROKEN 12-3) 204 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 32,662.50 7,746.000 29,047.50 (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 5,835.000 1,983.90 (S) (BROKEN 17-7) 207 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2400 67,200.00 317,762.000 76,262.88 (S) 208 PAINT PAVEMENT MARKING SQFT 1.5000 4,800.00 3,503.000 5,254.50 (S) 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 18,100.00 19,379.000 19,379.00 (S) 210 PAVEMENT MARKER (REFLECTIVE) EA 3.2500 46,475.00 19,304.000 62,738.00 (S) 211 SIGNAL AND LIGHTING LS 60,000.0000 60,000.00 0.900 54,000.00 (S) (CITY STREET LOCATION 1) PROGRAM CAS145 PAGE 9 DATE 04/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 06:37 AM ESTIMATE NO. 62 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 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 04/24/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.900 18,000.00 (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 1.000 150,000.00 (S) 215 HIGH MAST LIGHTING SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 (S) 216 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 4,000.00 1.500 3,000.00 (S) 217 INTERCONNECTION CONDUIT AND CABLE LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 218 COMMUNICATION CONDUIT LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 219 TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 220 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 221 RAMP METERING SYSTEM (LOCATION 1) LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 222 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 223 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 224 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 225 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 226 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 227 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 553.00 780.000 546.00 (BROKEN 36-12) 228 SIGNAL AND LIGHTING (LOCATION 4) LS 50,000.0000 50,000.00 1.000 50,000.00 229 COMMUNICATION SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 (CITY OF BUENA PARK) PROGRAM CAS145 PAGE 10 DATE 04/24/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 06:37 AM ESTIMATE NO. 62 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 04/09/03 R.E. NAME: HAMID MANTINPOUR DATE OF THIS ESTIMATE 04/24/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,500.00 51,144,660.48 ADJUSTMENT OF COMPENSATION 134,551.55 2,077,968.68 EXTRA WORK 189,796.80 5,968,532.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 325,848.35 59,191,161.48 230 MOBILIZATION LS 5024,829.0000 5,024,829.00 1.000 5,024,829.00 ORIGINAL CONTRACT AMOUNT 51,991,316.72 TOTAL WORK COMPLETED 325,848.35 64,215,990.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -62,034.57 TOTAL 315,848.35 64,153,955.91 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE 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 04/17/98 942 05/02/98 05/02/98 04/09/03 1764 0 58 0 100% 100% HAMID MANTINPOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 04/24/03