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 06/21/00 EST. NO.30 TIME 09:46 AM R.E. NAME: BENAVIDEZ JR., IVAN 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 0493 188.60 E.W. @ F.A.(+) 092999 N 1142.0 0494 282.90 092999 N 1143.0 0495 282.90 040500 N 1319.0 0495-1 -282.90 040500 N 1319.0 DAO CORRECTING ENTRY 0495-2 54.77 040500 N 1319.0 DAO CORRECTING ENTRY 0496 34.02 030700 N 1315.0 0497 143.84 021600 N 1275.1 0498 1,123.38 041000 N 1323.0 0499 43.36 031000 N 1290.1 0500 15.49 021800 N 1280.1 0501 1,796.73 042000 N 1334.0 0502 141.94 032700 N 1317.0 0503 424.38 041300 N 1326.0 0504 424.38 041200 N 1324.0 0505 424.38 051100 N 3019.0 0506 371.32 051000 N 3018.0 0507 424.38 041000 N 1320.0 0508 424.38 042000 N 1333.0 0509 424.38 042800 N 3004.0 0510 424.38 050100 N 3008.0 0511 424.38 041900 N 1331.0 0512 418.30 032800 N 1304.0 0513 418.30 031500 N 1292.0 0514 418.30 032900 N 1307.0 0515 418.30 032700 N 1301.0 0516 424.38 042800 N 3005.0 0517 424.38 050900 N 3015.0 0518 462.74 042100 N 1336.0 0519 467.87 050400 N 3013.0 0520 462.45 042600 N 3001.0 0521 173.78 031000 N 1291.0 0522 130.34 062199 N 1233.0 0523 184.50 011900 N 1264.0 0523-1 -184.50 011900 N 1264.0 DAO CORRECTING ENTRY 0523-2 230.39 011900 N 1264.0 DAO CORRECTING ENTRY 0524 230.39 033100 N 1318.0 0525 771.95 042500 N 3000.0 0526 765.87 022800 N 1285.0 0527 1,249.63 013100 N 1267.0 0528 640.08 032300 N 1297.0 0529 640.08 033100 N 1309.0 0530 462.16 040100 N 1310.0 0531 922.78 042800 N 3006.0 0532 269.35 041000 N 1314.0 0533 461.17 040600 N 1312.0 0534 324.86 040500 N 1311.0 0535 416.55 041300 N 1327.0 0536 420.39 041400 N 1328.0 0537 590.32 040700 N 1313.0 0538 167.08 050500 Y 3014.0 0539 226.19 033100 N 1308.0 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 06/21/00 EST. NO.30 TIME 09:46 AM R.E. NAME: BENAVIDEZ JR., IVAN 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 --------------------------------------------------------------------------- 0540 1,061.91 041800 N 1330.0 0541 184.99 010700 N 1258.0 0542 1,003.76 041200 N 1325.0 0543 969.59 041100 N 1322.0 0544 730.45 021500 N 1274.0 0545 1,237.35 050600 N 3017.0 0546 3,309.02 042900 N 3007.0 0547 817.38 041699 N OR19.0 0548 736.13 041599 N OR20.0 0549 3,188.55 040999 N OR18.0 0550 2,535.47 022200 N OR30.0 059 0029 729.96 E.W. @ F.A.(+) 050300 N 1176.0 092 0046 6.95 E.W. @ F.A.(+) 102699 N 1012.0 0047 70.66 112299 N 1030.0 0048 615.28 102599 N 1009.0 0049 141.70 101999 Y 1183.0 0050 119.55 101899 Y 1184.0 0051 444.20 032500 Y 1187.0 0052 145.86 111999 Y 518.00 0052-1 -145.86 111999 Y 518.00 DAO CORRECTING ENTRY 0052-2 178.43 111999 Y 518.00 DAO CORRECTING ENTRY 0053 178.43 112299 Y 519.00 0054 498.67 112399 Y 520.00 39,358.20 TOTAL THIS ESTIMATE 1,707,045.13 TOTAL PREVIOUS ESTIMATE 1,746,403.33 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 06/21/00 EST. NO.30 TIME 09:46 AM R.E. NAME: BENAVIDEZ JR., IVAN 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 0.00 -2,100.00 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 -5,000.00 -10,000.00 TOTAL DEDUCTIONS -5,000.00 -12,100.00 PROGRAM CAS145 PAGE 1 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 09:46 AM ESTIMATE NO. 30 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 06/20/00 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 06/21/00 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 0.680 34,000.00 004 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.330 3,960.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.790 118,500.00 (S) 006 TYPE III BARRICADE EA 75.0000 8,250.00 17.000 1,275.00 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,100.00 350.000 12,250.00 008 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.800 20,000.00 009 TEMPORARY RAILING (TYPE K) LF 6.0000 366,000.00 2,700.000 16,200.00 32,669.000 196,014.00 010 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 61.000 15,250.00 (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 12,466.000 16,205.80 016 REMOVE METAL BEAM GUARD RAILING LF 3.5000 20,685.00 425.000 1,487.50 4,171.000 14,598.50 017 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 4,521.000 1,808.40 45,212.000 18,084.80 019 REMOVE PAVEMENT MARKER EA 2.0000 4,380.00 61.000 122.00 5,351.000 10,702.00 020 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 5.000 15,000.00 022 REMOVE CULVERT LF 50.0000 11,000.00 169.000 8,450.00 PROGRAM CAS145 PAGE 2 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 09:46 AM ESTIMATE NO. 30 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 06/20/00 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PIPE LF 20.0000 108,000.00 302.000 6,040.00 1,951.000 39,020.00 024 REMOVE INLET EA 630.0000 11,970.00 5.000 3,150.00 17.000 10,710.00 025 REMOVE HEADWALL EA 600.0000 3,000.00 2.000 1,200.00 8.000 4,800.00 026 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 88,000.00 111.100 222.20 36,441.600 72,883.20 030 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 17,800.00 934.000 934.00 13,713.000 13,713.00 035 REMOVE CONCRETE (CROSS GUTTER) SQYD 4.0000 800.00 84.400 337.60 568.000 2,272.00 036 REMOVE CONCRETE (SIDEWALK) SQYD 2.0000 8,640.00 3,598.500 7,197.00 037 REMOVE CONCRETE (CHANNEL) CY 20.0000 10,600.00 681.430 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 3,000.00 040 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 1.000 30,000.00 043 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 0.150 1,500.00 1.000 10,000.00 044 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 0.930 62,775.00 047 ROADWAY EXCAVATION CY 10.0000 526,000.00 6,706.400 67,064.00 237,069.400 2,370,694.00 048 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 883,300.00 17,158.100 857,905.00 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 431,910.00 300.000 9,000.00 14,355.000 430,650.00 (F) PROGRAM CAS145 PAGE 3 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 09:46 AM ESTIMATE NO. 30 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 06/20/00 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,140.000 253,500.00 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 369,108.00 2,930.220 52,743.96 18,624.090 335,233.62 (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 39,960.00 997.770 29,933.10 (F) WALL) 054 SAND BACKFILL CY 115.0000 1,150.00 246.000 28,290.00 745.000 85,675.00 055 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 6,561.800 91,865.20 24,368.810 341,163.34 065 CLASS 3 AGGREGATE BASE CY 16.0000 22,080.00 368.900 5,902.40 368.900 5,902.40 066 LEAN CONCRETE BASE CY 95.0000 155,800.00 370.000 35,150.00 552.600 52,497.00 067 ASPHALT TREATED PERMEABLE BASE CY 40.0000 732,000.00 4,622.700 184,908.00 068 ASPHALT CONCRETE (BRIDGE) TON 100.0000 4,600.00 0.000 0.00 069 ASPHALT CONCRETE TON 30.0000 807,000.00 613.400 18,402.00 15,342.970 460,289.10 070 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 1,504.000 2,256.00 073 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 11,217.500 1,009,575.00 075 SEAL PAVEMENT JOINT LF 1.1500 72,680.00 61,465.000 70,684.75 076 FURNISH 16" STEEL PIPE PILING LF 24.0000 112,320.00 295.000 7,080.00 4,680.000 112,320.00 PROGRAM CAS145 PAGE 4 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 09:46 AM ESTIMATE NO. 30 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 06/20/00 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 4,800.00 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 20,400.00 154.000 4,620.00 570.000 17,100.00 (S) (PILASTER) 080 FURNISH PILING (CLASS 100) LF 12.0000 111,600.00 12.000 144.00 6,332.750 75,993.00 081 DRIVE PILE (CLASS 100) EA 600.0000 122,400.00 150.000 90,000.00 (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 4,039.860 44,438.46 67,768.230 745,450.53 085 DRIVE PILE (CLASS 45) EA 600.0000 1016,400.00 70.000 42,000.00 1,706.000 1,023,600.00 (S) 086 FURNISH 16" CAST-IN-STEEL SHELL LF 29.0000 1516,700.00 2,184.750 63,357.75 50,820.090 1,473,782.61 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 12.000 9,600.00 1,089.000 871,200.00 (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 0.147 139,650.00 0.760 722,000.00 (S) 091 TIEBACK ANCHOR EA 1,800.0000 99,000.00 56.000 100,800.00 092 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 1240,400.00 6,148.000 1,229,600.00 (F) 093 STRUCTURAL CONCRETE, BRIDGE CY 295.0000 11159,260.00 2,230.000 657,850.00 31,269.000 9,224,355.00 (F) 094 STRUCTURAL CONCRETE, RETAINING WALL CY 220.0000 1708,740.00 841.000 185,020.00 7,811.000 1,718,420.00 (F) 095 STRUCTURAL CONCRETE, APPROACH SLAB CY 250.0000 25,500.00 17.000 4,250.00 51.000 12,750.00 (F) (TYPE EQ MODIFIED) 096 STRUCTURAL CONCRETE, APPROACH SLAB CY 200.0000 64,200.00 51.000 10,200.00 98.000 19,600.00 (F) (TYPE N) 097 CLASS A CONCRETE (BOX CULVERT) CY 400.0000 1406,000.00 3,487.600 1,395,040.00 (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 5.220 4,437.00 183.261 155,771.85 (F) 100 SOUND WALL CAP LF 7.0000 30,436.00 2,109.000 14,763.00 (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 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 09:46 AM ESTIMATE NO. 30 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 06/20/00 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,556.000 78,946.00 46,317.000 162,109.50 (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 1,088.000 16,320.00 1,672.000 25,080.00 (F) 107 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 75.0000 50,400.00 672.000 50,400.00 672.000 50,400.00 108 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 33,876.000 406,512.00 (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 8.000 15,200.00 (S) 115 JOINT SEAL ASSEMBLY (MR 4 1/2") LF 250.0000 20,500.00 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 60.000 48,000.00 180.000 144,000.00 (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 4474,260.00 754,698.800 339,614.46 8,995,041.500 4,047,768.68 (SF) 125 BAR REINFORCING STEEL (RETAINING WALL) LB 0.4700 395,282.22 49,609.000 23,316.23 838,937.000 394,300.39 (SF) 126 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 456,725.20 1,139,379.000 455,751.60 (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 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 09:46 AM ESTIMATE NO. 30 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 06/20/00 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 240.00 136 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 32,100.00 574.000 17,220.00 144 24" ALTERNATIVE PIPE CULVERT LF 35.0000 243,950.00 142.000 4,970.00 4,439.000 155,365.00 145 36" ALTERNATIVE PIPE CULVERT LF 55.0000 22,000.00 416.000 22,880.00 146 18" REINFORCED CONCRETE PIPE LF 36.0000 14,400.00 318.000 11,448.00 147 24" REINFORCED CONCRETE PIPE LF 45.0000 22,950.00 166.000 7,470.00 334.000 15,030.00 148 36" REINFORCED CONCRETE PIPE LF 56.0000 101,920.00 126.000 7,056.00 1,546.000 86,576.00 149 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 21.000 8,400.00 21.000 8,400.00 (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 70,700.00 408.000 28,560.00 (0.138" THICK) 153 3" PLASTIC PIPE (EDGE DRAIN) LF 5.0000 61,500.00 5,719.000 28,595.00 154 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 15.0000 26,250.00 502.000 7,530.00 155 6" WELDED STEEL PIPE (.134" THICK) LF 35.0000 25,900.00 150.000 5,250.00 156 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 4,140.00 508.000 22,860.00 PROGRAM CAS145 PAGE 7 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 09:46 AM ESTIMATE NO. 30 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 06/20/00 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 78,000.00 103.000 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 226,100.00 630.510 107,186.70 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 21,189.000 21,189.00 (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 5,500.000 13,750.00 11,065.000 27,662.50 (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 4,646.000 13,938.00 52,225.000 156,675.00 (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 (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 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 09:46 AM ESTIMATE NO. 30 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 06/20/00 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 147,300.00 250.000 7,500.00 250.000 7,500.00 193 CONCRETE BARRIER (TYPE 60 MOD) LF 40.0000 31,200.00 0.000 0.00 194 CONCRETE BARRIER (TYPE 60C) LF 42.0000 240,660.00 642.000 26,964.00 (F) 195 CONCRETE BARRIER (TYPE 60C MOD) LF 46.0000 95,266.00 649.000 29,854.00 1,521.000 69,966.00 (F) 196 CONCRETE BARRIER (TYPE 60D) LF 30.0000 1,470.00 655.000 19,650.00 (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 7,931.000 1,903.44 90,007.000 21,601.68 (S) 208 PAINT PAVEMENT MARKING SQFT 1.5000 4,800.00 1,178.000 1,767.00 (S) 209 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 18,100.00 3,101.000 3,101.00 (S) 210 PAVEMENT MARKER (REFLECTIVE) EA 3.2500 46,475.00 107.000 347.75 2,170.000 7,052.50 (S) 211 SIGNAL AND LIGHTING LS 60,000.0000 60,000.00 0.100 6,000.00 0.350 21,000.00 (S) (CITY STREET LOCATION 1) PROGRAM CAS145 PAGE 9 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 09:46 AM ESTIMATE NO. 30 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 06/20/00 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.150 3,000.00 (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 0.100 15,000.00 0.150 22,500.00 (S) 215 HIGH MAST LIGHTING SYSTEM LS 250,000.0000 250,000.00 0.020 5,000.00 0.070 17,500.00 (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 0.300 60,000.00 (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 0.500 20,000.00 0.650 26,000.00 (S) 222 RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.150 6,000.00 0.150 6,000.00 (S) 223 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.050 3,000.00 0.200 12,000.00 (S) 224 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 60,000.0000 60,000.00 0.150 9,000.00 (S) 225 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 60,000.0000 60,000.00 0.050 3,000.00 (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 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 0.050 250.00 0.150 750.00 (CITY OF BUENA PARK) PROGRAM CAS145 PAGE 10 DATE 06/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-035724 TIME 09:46 AM ESTIMATE NO. 30 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 06/20/00 R.E. NAME: BENAVIDEZ JR., IVAN DATE OF THIS ESTIMATE 06/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,255,902.35 36,385,627.63 ADJUSTMENT OF COMPENSATION 0.00 497,370.29 EXTRA WORK 39,358.20 1,249,033.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,295,260.55 38,132,030.96 230 MOBILIZATION LS 5024,829.0000 5024,829.00 1.000 5,024,829.00 ORIGINAL CONTRACT AMOUNT 51,991,316.72 TOTAL WORK COMPLETED 2,295,260.55 43,156,859.96 MATERIALS ON HAND ON SITE 1,036,165.58 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -12,100.00 TOTAL 2,290,260.55 44,180,925.54 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 12/11/00 777 0 58 0 77% 89% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO PENDING BENAVIDEZ JR., IVAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/00