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 07/21/00 EST. NO.09 TIME 04:20 PM R.E. NAME: JUYBARI, HASSAN 12-069514 --------------------------------------------------------------------------- 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 0015 596.34 E.W. @ F.A.(+) 052000 N 000139 0015-1 -596.34 052000 N 000139 DAO CORRECTING ENTRY 0015-2 596.34 052000 N 000139 DAO CORRECTING ENTRY 004 0001 446.50 E.W. @ F.A.(+) 102099 N 000001 0002 1,134.95 102199 N 000002 0002-1 -1,134.95 102199 N 000002 DAO CORRECTING ENTRY 0002-2 857.72 102199 N 000002 DAO CORRECTING ENTRY 0002-3 -857.72 102199 N 000002 DAO CORRECTING ENTRY 0002-4 827.87 102199 N 000002 DAO CORRECTING ENTRY 0003 1,007.12 102299 N 000003 0004 857.72 102599 N 000004 0005 827.87 102699 N 000005 0006 1,426.69 102799 N 000006 0007 792.13 102999 N 000007 0008 793.16 110399 N 000008 0009 344.05 111099 N 000009 0010 371.86 111299 N 000010 0011 344.05 111599 N 000011 0012 442.37 111699 N 000012 0013 546.06 120299 N 000013 0014 1,819.56 120399 N 000014 0015 1,100.01 120699 N 000015 0016 99.22 120999 N 000018 0017 198.44 120899 N 000017 006 0002 2,419.84 E.W. @ F.A.(+) 013100 N 000051 0002-1 -2,419.84 013100 N 000051 DAO CORRECTING ENTRY 0002-2 3,043.79 013100 N 000051 DAO CORRECTING ENTRY 0002-3 -3,043.79 013100 N 000051 DAO CORRECTING ENTRY 0002-4 3,043.79 013100 N 000051 DAO CORRECTING ENTRY 0002-5 -3,043.79 013100 N 000051 DAO CORRECTING ENTRY 0002-6 3,195.98 013100 N 000051 DAO CORRECTING ENTRY 0003 2,931.43 020100 N 000052 0004 7,425.19 020200 N 000053 0005 3,490.57 020200 N 000054 0006 2,342.73 020400 N 000055 0007 480.20 020700 N 000056 0008 93.91 020800 N 000057 0009 125.28 020900 N 000058 0010 250.33 020800 N 000059 0011 125.28 021000 N 000060 0012 1,330.68 021600 N 000061 0013 3,517.27 021700 N 000062 0014 786.59 021700 N 000063 0015 10,188.88 021200 N 000064 0015-1 -10,188.88 021200 N 000064 DAO CORRECTING ENTRY 0015-2 10,698.32 021200 N 000064 DAO CORRECTING ENTRY 0016 3,682.94 021400 N 000065 0017 6,062.22 021500 N 000066 0018 1,668.68 021800 N 000068 0018-1 -1,668.68 021800 N 000068 DAO CORRECTING ENTRY 0018-2 1,705.11 021800 N 000068 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 07/21/00 EST. NO.09 TIME 04:20 PM R.E. NAME: JUYBARI, HASSAN 12-069514 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0019 379.72 060700 N 000162 0020 851.21 060800 N 000163 0020-1 -851.21 060800 N 000163 DAO CORRECTING ENTRY 0020-2 932.14 060800 N 000163 DAO CORRECTING ENTRY 0021 851.56 010500 N 000501 0021-1 -851.56 010500 N 000501 DAO CORRECTING ENTRY 0021-2 2,534.49 010500 N 000501 DAO CORRECTING ENTRY 0022 2,534.49 010600 N 000502 011 0011 331.61 E.W. @ F.A.(+) 042600 N 000143 020 0001 2,110.17 E.W. @ L.S.(+) 071000 N 0 022 0001 6,678.50 E.W. @ L.S.(+) 071900 N 0 76,586.17 TOTAL THIS ESTIMATE 31,500.65 TOTAL PREVIOUS ESTIMATE 108,086.82 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 07/21/00 EST. NO.09 TIME 04:20 PM R.E. NAME: JUYBARI, HASSAN 12-069514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DELINQUENT PAYROLL -10,000.00 03 DELINQUENT PAYROLL -5,000.00 04 DELINQUENT PAYROLLS -5,000.00 05 SATISFACTORY PAYROLL 10,000.00 05 SAT. PAYROLLS 10,000.00 07 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 04:20 PM ESTIMATE NO. 09 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/00 R.E. NAME: JUYBARI, HASSAN DATE OF THIS ESTIMATE 07/21/00 LOCATION PROGRESS ESTIMATE 12-ORA-405-7.6/9.6 ----------------- C C MEYERS, INC. IN ORANGE COUNTY IN IRVINE, SANTA 1822 S. LEWIS STREET ANA AND COSTA MESA ON RTE 405 FROM ANAHEIM, CA 92805 0.2 KM N OF MACARTHUR BLVD OC TO 949 222-0522 0.4 KM N OF REDHILL AVE UC AND ON RTE 55 FROM 0.3 KM S OF MAIN ST UC FED. AID NO. N O N E CONSTRUCT ROADWAY, BRIDGES AND WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 0.500 5,000.00 002 PREPARE STORM WATER POLLUTION PREVENTION LS 8,000.0000 8,000.00 0.750 6,000.00 PLAN 003 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.340 42,500.00 004 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.600 30,000.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.029 7,250.00 0.261 65,250.00 (S) 006 TYPE II BARRICADE EA 50.0000 4,300.00 53.000 2,650.00 007 TYPE III BARRICADE EA 85.0000 4,165.00 49.000 4,165.00 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 384.000 13,440.00 009 PORTABLE DELINEATOR EA 25.0000 4,750.00 184.000 4,600.00 010 FLASHING BEACON (PORTABLE) EA 600.0000 3,000.00 5.000 3,000.00 (S) 011 TEMPORARY TERMINAL SECTION (TYPE K) EA 100.0000 800.00 0.000 0.00 012 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 0.010 750.00 0.720 54,000.00 013 TEMPORARY RAILING (TYPE K) M 27.0000 653,400.00 1,030.220 27,815.94 11,234.890 303,342.03 014 TEMPORARY CRASH CUSHION MODULE EA 200.0000 158,000.00 5.000 1,000.00 511.000 102,200.00 015 TEMPORARY TRAFFIC SCREEN M 4.0000 96,400.00 762.000 3,048.00 6,449.920 25,799.68 016 ABANDON CULVERT EA 700.0000 25,900.00 2.000 1,400.00 6.000 4,200.00 017 ABANDON INLET EA 600.0000 17,400.00 1.000 600.00 1.000 600.00 018 ABANDON MANHOLE EA 1,500.0000 4,500.00 4.000 6,000.00 019 REMOVE CHAIN LINK FENCE M 13.0000 16,770.00 40.720 529.36 1,015.000 13,195.00 020 REMOVE METAL BEAM GUARD RAILING M 16.0000 16,160.00 52.710 843.36 306.000 4,896.00 021 REMOVE TRAFFIC STRIPE AND PAVEMENT M 1.7000 67,490.00 1,934.620 3,288.85 21,809.950 37,076.92 MARKING 022 REMOVE PAVEMENT MARKER EA 1.5000 17,700.00 517.000 775.50 10,165.000 15,247.50 PROGRAM CAS145 PAGE 2 DATE 07/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 04:20 PM ESTIMATE NO. 09 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/00 R.E. NAME: JUYBARI, HASSAN DATE OF THIS ESTIMATE 07/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN EA 80.0000 4,880.00 11.000 880.00 11.000 880.00 024 REMOVE SIGN STRUCTURE EA 2,500.0000 12,500.00 0.000 0.00 025 REMOVE BRIDGE MOUNTED SIGN EA 1,500.0000 7,500.00 5.000 7,500.00 026 REMOVE PIPE M 40.0000 4,800.00 233.600 9,344.00 027 REMOVE INLET EA 500.0000 3,500.00 2.000 1,000.00 028 REMOVE DOWNDRAIN M 425.0000 3,400.00 0.000 0.00 029 REMOVE CONCRETE PAVEMENT M2 9.0000 78,390.00 8,382.200 75,439.80 030 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 600.0000 6,000.00 6.000 3,600.00 031 RECONSTRUCT SIGN STRUCTURE EA 5,000.0000 15,000.00 0.000 0.00 032 RECONSTRUCT BRIDGE MOUNTED SIGN EA 500.0000 1,000.00 0.000 0.00 033 RELOCATE ROADSIDE SIGN EA 100.0000 300.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 034 RELOCATE SIGN PANEL EA 900.0000 900.00 0.000 0.00 035 ADJUST INLET EA 500.0000 7,000.00 4.500 2,250.00 036 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 15,630.00 998.800 2,996.40 (S) (45 MM MAXIMUM) 037 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 1,740.00 362.500 2,175.00 (S) (100 MM MAXIMUM) 038 REMOVE CONCRETE M3 80.0000 46,400.00 659.240 52,739.20 039 REMOVE CONCRETE (CHANNEL) M3 125.0000 8,875.00 70.600 8,825.00 040 REMOVE CONCRETE BARRIER M 33.0000 62,040.00 228.000 7,524.00 041 REMOVE HEADLIGHT GLARE SCREEN M 3.0000 5,070.00 0.000 0.00 042 CAP INLET EA 1,200.0000 8,400.00 1.000 1,200.00 8.000 9,600.00 043 REMOVE CRASH CUSHION, FRANGIBLE EA 2,500.0000 2,500.00 0.000 0.00 CARTRIDGE (G.R.E.A.T.) 044 BRIDGE REMOVAL, LOCATION A LS 200,000.0000 200,000.00 1.000 200,000.00 045 BRIDGE REMOVAL (PORTION), LOCATION B LS 12,000.0000 12,000.00 1.000 12,000.00 1.000 12,000.00 046 BRIDGE REMOVAL (PORTION), LOCATION C LS 4,000.0000 4,000.00 0.000 0.00 047 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 048 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 0.980 88,200.00 049 ROADWAY EXCAVATION M3 9.5000 366,700.00 11,718.000 111,321.00 47,208.000 448,476.00 PROGRAM CAS145 PAGE 3 DATE 07/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 04:20 PM ESTIMATE NO. 09 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/00 R.E. NAME: JUYBARI, HASSAN DATE OF THIS ESTIMATE 07/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 337,350.00 2,675.000 80,250.00 7,215.000 216,450.00 (F) 051 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 32,400.00 580.000 8,700.00 1,620.000 24,300.00 (F) 052 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 87,675.00 111.000 3,885.00 971.000 33,985.00 (F) 053 STRUCTURAL BACKFILL, (BRIDGE) M3 15.0000 77,775.00 218.000 3,270.00 1,430.000 21,450.00 (F) (LOW EXPANSION MATERIAL) 054 STRUCTURE BACKFILL (RETAINING WALL) M3 10.0000 67,080.00 4,311.000 43,110.00 4,696.000 46,960.00 (F) 055 PERVIOUS BACKFILL MATERIAL (RETAINING M3 55.0000 22,605.00 254.000 13,970.00 288.000 15,840.00 (F) WALL) 056 SAND BACKFILL M3 80.0000 49,600.00 8.000 640.00 341.800 27,344.00 057 EARTH RETAINING STRUCTURE, LOCATION A M2 370.0000 232,360.00 0.000 0.00 (F) 058 EARTH RETAINING STRUCTURE, LOCATION B M2 370.0000 237,910.00 0.000 0.00 (F) 059 EARTH RETAINING STRUCTURE, LOCATION C M2 370.0000 187,960.00 0.000 0.00 (F) 060 EARTH RETAINING STRUCTURE, LOCATION D M2 370.0000 194,620.00 0.000 0.00 (F) 061 EARTH RETAINING STRUCTURE, LOCATION E M2 370.0000 186,480.00 30.000 11,100.00 55.000 20,350.00 (F) 062 EARTH RETAINING STRUCTURE, LOCATION F M2 370.0000 161,690.00 22.000 8,140.00 44.000 16,280.00 (F) 063 EARTH RETAINING STRUCTURE, LOCATION G M2 370.0000 280,830.00 40.000 14,800.00 268.000 99,160.00 (F) 064 EARTH RETAINING STRUCTURE, LOCATION H M2 370.0000 297,850.00 40.000 14,800.00 280.000 103,600.00 (F) 065 IMPORTED BORROW M3 7.3000 173,010.00 23,700.000 173,010.00 066 HIGHWAY PLANTING LS 190,000.0000 190,000.00 0.000 0.00 (S) 067 PLANT ESTABLISHMENT WORK LS 200,000.0000 200,000.00 0.000 0.00 (S) 068 IRRIGATION SYSTEM LS 435,000.0000 435,000.00 0.050 21,750.00 (S) 069 EXTEND 250 MM CONDUIT M 375.0000 13,500.00 0.000 0.00 (S) 070 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0.00 071 CLASS 4 AGGREGATE SUBBASE M3 18.0000 525,600.00 2,251.240 40,522.32 10,075.030 181,350.54 072 CLASS 2 AGGREGATE BASE M3 27.0000 467,100.00 1,322.730 35,713.71 9,457.540 255,353.58 073 LEAN CONCRETE BASE M3 80.0000 42,400.00 189.800 15,184.00 074 ASPHALT TREATED PERMEABLE BASE M3 65.0000 302,250.00 99.000 6,435.00 1,307.000 84,955.00 075 ASPHALT CONCRETE TONN 37.0000 1098,900.00 383.434 14,187.06 10,088.784 373,285.01 076 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 11,550.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 4 DATE 07/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 04:20 PM ESTIMATE NO. 09 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/00 R.E. NAME: JUYBARI, HASSAN DATE OF THIS ESTIMATE 07/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 1,440.00 223.000 892.00 078 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 410.00 0.000 0.00 079 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 4.0000 2,440.00 354.000 1,416.00 080 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 325.00 14.000 70.00 081 CONCRETE PAVEMENT M3 160.0000 681,600.00 186.500 29,840.00 082 GRIND EXISTING CONCRETE PAVEMENT M2 8.0000 22,400.00 0.000 0.00 (S) 083 FURNISH PILING (CLASS 625) M 30.0000 60,240.00 2,008.308 60,249.24 084 DRIVE PILE (CLASS 625) EA 1,700.0000 229,500.00 135.000 229,500.00 (S) 085 FURNISH PILING (CLASS 625C) M 30.0000 86,460.00 1,371.539 41,146.17 1,371.539 41,146.17 086 DRIVE PILE (CLASS 625C) EA 2,000.0000 354,000.00 59.000 118,000.00 59.000 118,000.00 (S) 087 FURNISH PILING (CLASS 900C) M 33.0000 405,570.00 778.050 25,675.65 8,016.650 264,549.45 088 DRIVE PILE (CLASS 900C) EA 1,400.0000 1118,600.00 42.000 58,800.00 526.000 736,400.00 (S) 089 FURNISH PILING (CLASS 400) M 30.0000 11,520.00 384.000 11,520.00 090 DRIVE PILE (CLASS 400) EA 1,700.0000 40,800.00 24.000 40,800.00 (S) 091 PRESTRESSING CAST-IN-PLACE CONCRETE LS 800,000.0000 800,000.00 0.000 0.00 (S) 092 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 1060,500.00 559.000 195,650.00 1,908.003 667,801.05 (F) 093 STRUCTURAL CONCRETE, BRIDGE M3 402.0000 5636,040.00 524.000 210,648.00 1,264.460 508,312.92 (F) 094 STRUCTURAL CONCRETE, RETAINING WALL M3 300.0000 359,100.00 72.000 21,600.00 741.770 222,531.00 (F) 095 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 129,500.00 0.000 0.00 (F) (TYPE N) 096 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 89,300.00 0.000 0.00 (F) (TYPE N MODIFIED) 097 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 343,200.00 12.300 13,530.00 327.635 360,398.50 (F) 098 MINOR CONCRETE (BACKFILL) M3 130.0000 50,700.00 32.900 4,277.00 199.230 25,899.90 099 PAVING NOTCH EXTENSION M3 2,500.0000 1,500.00 0.000 0.00 100 FRACTURED RIB TEXTURE M2 18.0000 59,760.00 105.300 1,895.40 1,765.300 31,775.40 101 DRILL AND BOND DOWEL M 90.0000 5,670.00 54.000 4,860.00 102 PTFE BEARING EA 2,000.0000 32,000.00 0.000 0.00 (S) 103 JOINT SEAL (MR 30 MM) M 105.0000 6,300.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 07/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 04:20 PM ESTIMATE NO. 09 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/00 R.E. NAME: JUYBARI, HASSAN DATE OF THIS ESTIMATE 07/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 80 MM) M 375.0000 7,500.00 0.000 0.00 (S) 105 JOINT SEAL ASSEMBLY (MR 90 MM) M 375.0000 7,500.00 0.000 0.00 (S) 106 JOINT SEAL ASSEMBLY (MR 100 MM) M 375.0000 10,500.00 0.000 0.00 (S) 107 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,200.0000 18,000.00 0.000 0.00 (S) 108 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 2,400.0000 36,000.00 0.000 0.00 (S) 109 BAR REINFORCING STEEL (BRIDGE) KG 0.9500 2265,750.00 98,000.000 93,100.00 585,000.000 555,750.00 (SF) 110 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 238,236.00 178,720.000 178,720.00 (SF) 111 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 221,132.00 0.000 0.00 (F) 112 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 37,725.10 0.000 0.00 (SF) 113 760 MM CAST-IN-DRILLED-HOLE M 650.0000 25,350.00 5.500 3,575.00 (S) CONCRETE PILE (SIGN FOUNDATION) 114 920 MM CAST-IN-DRILLED-HOLE M 825.0000 35,475.00 13.000 10,725.00 (S) CONCRETE PILE (SIGN FOUNDATION) 115 METAL (BARRIER MOUNTED SIGN) KG 20.0000 7,600.00 0.000 0.00 116 METAL (WALL MOUNTED SIGN) EA 700.0000 2,800.00 0.000 0.00 117 ROADSIDE SIGN - ONE POST EA 150.0000 4,350.00 1.000 150.00 1.000 150.00 118 ROADSIDE SIGN - TWO POST EA 350.0000 4,200.00 0.000 0.00 119 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,100.00 1.000 100.00 1.000 100.00 METHOD) 120 INSTALL SIGN OVERLAY M2 125.0000 475.00 0.000 0.00 121 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 8,250.00 0.000 0.00 122 450 MM ALTERNATIVE PIPE CULVERT M 115.0000 28,750.00 29.900 3,438.50 32.400 3,726.00 123 600 MM ALTERNATIVE PIPE CULVERT M 130.0000 106,600.00 145.460 18,909.80 124 750 MM ALTERNATIVE PIPE CULVERT M 190.0000 60,800.00 0.000 0.00 125 900 MM ALTERNATIVE PIPE CULVERT M 230.0000 39,100.00 7.620 1,752.60 99.620 22,912.60 126 600 MM REINFORCED CONCRETE PIPE M 150.0000 16,500.00 99.700 14,955.00 (CLASS III) 127 675 MM REINFORCED CONCRETE PIPE M 225.0000 3,150.00 1.400 315.00 (CLASS III) 128 750 MM REINFORCED CONCRETE PIPE M 220.0000 12,980.00 1.400 308.00 (CLASS III) 129 1050 MM REINFORCED CONCRETE PIPE M 380.0000 49,400.00 59.760 22,708.80 (CLASS III) 130 1000 MM X 1625 MM OVAL SHAPED M 650.0000 117,000.00 4.295 2,791.75 111.500 72,475.00 REINFORCED CONCRETE PIPE (CLASS III) PROGRAM CAS145 PAGE 6 DATE 07/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 04:20 PM ESTIMATE NO. 09 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/00 R.E. NAME: JUYBARI, HASSAN DATE OF THIS ESTIMATE 07/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 450 MM SLOTTED CORRUGATED STEEL PIPE M 275.0000 14,025.00 0.000 0.00 (1.63 MM THICK) 132 80 MM PLASTIC PIPE (EDGE DRAIN) M 20.0000 96,800.00 250.000 5,000.00 2,096.000 41,920.00 133 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 45.0000 18,450.00 38.000 1,710.00 167.000 7,515.00 134 300 MM CORRUGATED STEEL PIPE M 200.0000 1,200.00 0.000 0.00 DOWNDRAIN (4.27 MM THICK) 135 300 MM ENTRANCE TAPER EA 350.0000 350.00 0.000 0.00 136 300 MM BITUMINOUS COATED CORRUGATED M 300.0000 2,100.00 0.000 0.00 STEEL PIPE RISER (4.27 MM THICK) 137 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 1,750.00 0.000 0.00 STEEL PIPE RISER (4.27 MM THICK) 138 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 139 MANHOLE EA 1,750.0000 1,750.00 1.000 1,750.00 140 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 105.0000 3,570.00 0.000 0.00 141 ROCK SLOPE PROTECTION M3 85.0000 425.00 0.000 0.00 (FACING, METHOD B) 142 SLOPE PAVING (CONCRETE) M3 600.0000 46,200.00 0.000 0.00 (F) 143 MINOR CONCRETE (CHANNEL LINING) M3 275.0000 5,775.00 0.000 0.00 144 ROCK SLOPE PROTECTION FABRIC M2 2.2500 153.00 0.000 0.00 145 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 182,000.00 156.770 54,869.50 CONSTRUCTION) 146 MINOR CONCRETE (STAMPED CONCRETE) M2 100.0000 15,000.00 0.000 0.00 147 MISCELLANEOUS IRON AND STEEL KG 2.2000 29,801.20 2,187.000 4,811.40 2,525.000 5,555.00 (SF) 148 MISCELLANEOUS METAL KG 7.0000 22,190.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 149 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 110,000.00 0.000 0.00 (SF) 150 CHAIN LINK FENCE (TYPE CL-1.8) M 23.0000 17,480.00 0.000 0.00 (S) 151 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 2,000.00 0.000 0.00 (S) 152 DELINEATOR (CLASS 1) EA 35.0000 2,450.00 0.000 0.00 153 OBJECT MARKER (TYPE K) EA 45.0000 90.00 0.000 0.00 154 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 1,350.00 0.000 0.00 155 METAL BEAM GUARD RAILING (WOOD POST) M 55.0000 22,550.00 23.120 1,271.60 23.120 1,271.60 (S) 156 CHAIN LINK RAILING (TYPE 7) M 120.0000 43,920.00 0.000 0.00 (SF) 157 CONCRETE BARRIER (TYPE K) M 70.0000 11,200.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 04:20 PM ESTIMATE NO. 09 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/00 R.E. NAME: JUYBARI, HASSAN DATE OF THIS ESTIMATE 07/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 TUBULAR HANDRAILING M 70.0000 43,190.00 0.000 0.00 (SF) 159 CONCRETE BARRIER (TYPE 26) M 190.0000 186,770.00 0.000 0.00 (F) 160 CONCRETE BARRIER (TYPE 27B MODIFIED) M 125.0000 27,500.00 0.000 0.00 161 CONCRETE BARRIER (TYPE 732) M 150.0000 346,800.00 0.000 0.00 (F) 162 CONCRETE BARRIER (TYPE 50 MODIFIED) M 400.0000 26,400.00 0.000 0.00 163 CONCRETE BARRIER (TYPE 50E) M 320.0000 86,400.00 0.000 0.00 164 HEADLIGHT GLARE SCREEN M 13.0000 10,270.00 0.000 0.00 (S) 165 CABLE ANCHOR ASSEMBLY EA 525.0000 525.00 0.000 0.00 (S) 166 CABLE ANCHOR ASSEMBLY EA 500.0000 3,500.00 2.000 1,000.00 2.000 1,000.00 (S) (BREAKAWAY, TYPE B) 167 TERMINAL SECTION (TYPE B) EA 100.0000 900.00 0.000 0.00 (S) 168 TERMINAL SYSTEM (TYPE SRT) EA 125.0000 1,500.00 2.000 250.00 2.000 250.00 (S) 169 RETURN SECTION EA 90.0000 90.00 0.000 0.00 (S) 170 CRASH CUSHION, SAND FILLED EA 4,000.0000 16,000.00 0.000 0.00 (S) 171 CRASH CUSHION (TYPE CAT) EA 24,000.0000 96,000.00 0.000 0.00 (S) 172 CRASH CUSHION (TYPE CAT) BACKUP EA 2,500.0000 10,000.00 0.000 0.00 (S) 173 CONCRETE BARRIER (TYPE 60) M 245.0000 462,805.00 0.000 0.00 (F) 174 CONCRETE BARRIER (TYPE 60C) M 350.0000 350,000.00 0.000 0.00 175 CONCRETE BARRIER (TYPE 60D) M 270.0000 307,800.00 0.000 0.00 176 CONCRETE BARRIER (TYPE 60E) M 760.0000 106,400.00 0.000 0.00 177 CONCRETE BARRIER (TYPE 60W) M 400.0000 228,000.00 237.740 95,096.00 178 CONCRETE BARRIER (TYPE 732A) M 150.0000 96,000.00 0.000 0.00 (F) 179 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 5,250.00 0.000 0.00 (S) 180 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 45,840.00 0.000 0.00 (S) 181 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,580.00 0.000 0.00 (S) 182 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 4,800.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 183 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 880.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 184 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,525.00 0.000 0.00 (S) (BROKEN 11.0 M -3.5 M) PROGRAM CAS145 PAGE 8 DATE 07/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 04:20 PM ESTIMATE NO. 09 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/00 R.E. NAME: JUYBARI, HASSAN DATE OF THIS ESTIMATE 07/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 PAINT TRAFFIC STRIPE (2-COAT) M 1.2000 68,040.00 6,790.000 8,148.00 63,161.300 75,793.56 (S) 186 PAINT PAVEMENT MARKING (2-COAT) M2 21.0000 14,700.00 37.700 791.70 164.280 3,449.88 (S) 187 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7500 20,825.00 464.000 812.00 3,861.000 6,756.75 (S) 188 PAVEMENT MARKER (REFLECTIVE) EA 3.4000 38,420.00 498.000 1,693.20 4,502.000 15,306.80 (S) 189 LIGHTING (CITY STREET) LS 65,000.0000 65,000.00 0.080 5,200.00 (S) 190 LIGHTING AND SIGN ILLUMINATION LS 450,000.0000 450,000.00 0.030 13,500.00 0.210 94,500.00 (S) 191 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 0.140 3,500.00 (S) 192 TRAFFIC MONITORING STATION (LOCATION 2) LS 30,000.0000 30,000.00 0.040 1,200.00 (S) 193 TRAFFIC MONITORING STATION (LOCATION 3) LS 25,000.0000 25,000.00 0.020 500.00 (S) 194 RAMP METERING SYSTEM (LOCATION 1) LS 32,000.0000 32,000.00 0.110 3,520.00 (S) 195 RAMP METERING SYSTEM (LOCATION 2) LS 5,000.0000 5,000.00 0.000 0.00 (S) 196 RAMP METERING SYSTEM (LOCATION 3) LS 10,000.0000 10,000.00 0.030 300.00 (S) 197 RAMP METERING SYSTEM (LOCATION 4) LS 1,000.0000 1,000.00 0.700 700.00 (S) 198 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 7,000.0000 7,000.00 0.000 0.00 (S) 199 FIBER OPTIC COMMUNICATION SYSTEM LS 265,000.0000 265,000.00 0.040 10,600.00 0.120 31,800.00 (S) (MODIFY) PROGRAM CAS145 PAGE 9 DATE 07/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-069514 TIME 04:20 PM ESTIMATE NO. 09 BID OPENING 05/21/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/00 R.E. NAME: JUYBARI, HASSAN DATE OF THIS ESTIMATE 07/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,314,368.07 8,144,364.58 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 76,586.17 108,086.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,390,954.24 8,252,451.40 200 MOBILIZATION LS 3075,000.0000 3075,000.00 0.950 2,921,250.00 ORIGINAL CONTRACT AMOUNT 30,778,292.30 TOTAL WORK COMPLETED 1,390,954.24 11,173,701.40 MATERIALS ON HAND ON SITE 392,793.49 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,390,954.24 11,566,494.89 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 06/18/99 2100 10/19/99 10/19/99 07/15/05 276 0 0 0 36% 25% PROGRESS IS SATISFACTORY JUYBARI, HASSAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/00