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 11/23/99 EST. NO.08 TIME 01:11 PM R.E. NAME: OSMAN, MAHIR 12-013314 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0015 159.20 E.W. @ F.A.(+) 052899 N 18 0 0016 178.10 062199 N 19 0 0017 552.18 072399 N 20 0 0018 728.51 081899 N 21 0 0019 2,674.54 081999 N 22 0 0020 983.09 082399 N 23 0 0021 1,331.99 082499 N 24 0 0022 987.92 082599 N 25 0 0023 633.18 082699 N 27 0 0024 989.42 082699 N 26 0 0025 1,105.14 082799 N 28 0 011 0001 1,852.55 E.W. @ F.A.(+) 042099 N 01 0 0002 1,322.15 042799 N 05 0 0003 1,891.53 042899 N 02 0 0004 903.94 042999 N 06 0 0005 79.32 042999 N 03 0 0006 251.87 070299 N 07 0 0007 3,464.69 041599 N 9 0 0008 2,580.04 041699 N 10 0 0009 1,523.71 042199 N 08 0 0009-1 -1,523.71 042199 N 08 0 DAO CORRECTING ENTRY 0009-2 1,797.55 042199 N 08 0 DAO CORRECTING ENTRY 24,466.91 TOTAL THIS ESTIMATE 182,166.70 TOTAL PREVIOUS ESTIMATE 206,633.61 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 11/23/99 EST. NO.08 TIME 01:11 PM R.E. NAME: OSMAN, MAHIR 12-013314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 161 -27,690.76 03 OVERBID ITEM NO. 161 -13,845.38 04 OVERBID ITEM NO. 161 -11,076.31 05 0.00 -52,612.45 TOTAL DEDUCTIONS 0.00 -52,612.45 PROGRAM CAS145 PAGE 1 DATE 11/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 01:11 PM ESTIMATE NO. 08 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: OSMAN, MAHIR DATE OF THIS ESTIMATE 11/23/99 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-55-12.7/13.4 ----------------------- BRUTOCO ENGINEERING & IN ORANGE COUNTY NEAR ORANGE, SANTA CONSTRUCTION, INC. ANA AND TUSTIN ON RTE 22 FROM 0.2 P.O. BOX 429 KM E OF GLASSEL ST UC TO RTE 55 AND FONTANA, CA 92334 ON RTE 55 FORM 0.1 KM S OF FAIR- HAVEN OC TO 0.2 N OF LA VETA AVE OC FED. AID NO. ACNH-X059(29)E WIDEN FREEWAY AND 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 25,000.0000 25,000.00 0.500 12,500.00 002 TEMPORARY FENCE (TYPE CL-1.8) M 13.0000 31,200.00 379.000 4,927.00 2,482.000 32,266.00 003 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.250 500.00 1.000 2,000.00 PLAN 004 WATER POLLUTION CONTROL LS 48,000.0000 48,000.00 0.030 1,440.00 0.210 10,080.00 005 CONSTRUCTION AREA SIGNS LS 95,000.0000 95,000.00 0.100 9,500.00 0.700 66,500.00 (S) 006 TYPE III BARRICADE EA 90.0000 4,590.00 49.000 4,410.00 007 TEMPORARY PAVEMENT MARKING (PAINT) M2 33.0000 1,023.00 44.480 1,467.84 (S) 008 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 30,600.00 6,190.000 6,190.00 21,349.000 21,349.00 (S) 009 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 8,500.00 141.000 7,050.00 010 TEMPORARY PAVEMENT MARKER EA 4.0000 1,840.00 738.000 2,952.00 2,153.000 8,612.00 (S) 011 PORTABLE CHANGEABLE MESSAGE SIGN EA 13,000.0000 39,000.00 0.150 1,950.00 1.350 17,550.00 012 TEMPORARY RAILING (TYPE K) M 24.0000 189,840.00 676.000 16,224.00 7,126.000 171,024.00 013 TEMPORARY CRASH CUSHION MODULE EA 300.0000 54,000.00 24.000 7,200.00 150.000 45,000.00 (S) 014 TEMPORARY TRAFFIC SCREEN M 5.5000 43,505.00 676.000 3,718.00 7,100.000 39,050.00 (S) 015 REMOVE FENCE M 10.0000 37,800.00 243.000 2,430.00 4,197.000 41,970.00 016 REMOVE METAL BEAM GUARD RAILING M 20.0000 20,800.00 639.000 12,780.00 017 REMOVE TRAFFIC STRIPE M 2.0000 52,600.00 6,561.000 13,122.00 14,781.000 29,562.00 018 REMOVE PAVEMENT MARKER EA 1.0000 990.00 -2,320.000 -2,320.00 990.000 990.00 019 REMOVE ROADSIDE SIGN EA 200.0000 2,400.00 4.000 800.00 020 REMOVE SIGN STRUCTURE EA 3,000.0000 15,000.00 5.000 15,000.00 021 REMOVE SIGN PANEL EA 2,000.0000 6,000.00 0.000 0.00 022 REMOVE ASPHALT CONCRETE DIKE M 1.5000 5,985.00 3,666.000 5,499.00 PROGRAM CAS145 PAGE 2 DATE 11/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 01:11 PM ESTIMATE NO. 08 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: OSMAN, MAHIR DATE OF THIS ESTIMATE 11/23/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE OVERSIDE DRAIN M 26.0000 2,236.00 86.000 2,236.00 024 REMOVE PIPE M 45.0000 54,000.00 209.000 9,405.00 1,282.000 57,690.00 025 REMOVE INLET EA 450.0000 18,900.00 42.000 18,900.00 026 REMOVE RETAINING WALL M 140.0000 4,200.00 30.000 4,200.00 027 SALVAGE METAL BEAM GUARD RAILING M 120.0000 25,200.00 210.000 25,200.00 028 RESET MAILBOX EA 100.0000 200.00 0.000 0.00 029 RELOCATE HYDRANT EA 1,200.0000 1,200.00 0.000 0.00 030 RELOCATE CONTROL VALVE EA 1,500.0000 6,000.00 0.000 0.00 031 RELOCATE ROADSIDE SIGN EA 150.0000 5,100.00 3.000 450.00 12.000 1,800.00 032 RELOCATE SIGN STRUCTURE EA 3,000.0000 6,000.00 1.000 3,000.00 1.000 3,000.00 033 RELOCATE SIGN PANEL EA 500.0000 2,500.00 0.000 0.00 034 ADJUST WATER VALVE COVER TO GRADE EA 100.0000 300.00 0.000 0.00 035 RELOCATE WATER METER EA 800.0000 1,600.00 0.000 0.00 036 ADJUST MANHOLE TO GRADE EA 400.0000 400.00 0.000 0.00 037 REMOVE CONCRETE M3 35.0000 7,350.00 48.000 1,680.00 189.000 6,615.00 038 REMOVE CONCRETE (STRUCTURE) M3 180.0000 6,480.00 39.500 7,110.00 039 REMOVE CONCRETE (CHANNEL) M3 100.0000 22,000.00 108.500 10,850.00 479.000 47,900.00 040 REMOVE CONCRETE BARRIER M 45.0000 8,100.00 132.000 5,940.00 132.000 5,940.00 041 REMOVE SOUND WALL M 30.0000 12,000.00 331.000 9,930.00 042 BRIDGE REMOVAL, LOCATION B LS 172,000.0000 172,000.00 1.000 172,000.00 043 BRIDGE REMOVAL, LOCATION C LS 130,000.0000 130,000.00 0.000 0.00 044 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 0.000 0.00 045 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 1.000 35,000.00 046 ROADWAY EXCAVATION M3 7.5000 615,750.00 4,126.000 30,945.00 57,038.000 427,785.00 047 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 178,500.00 2,281.000 136,860.00 2,870.000 172,200.00 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) M3 18.0000 293,328.00 13,871.000 249,678.00 (F) 049 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 85,275.00 400.000 18,000.00 400.000 18,000.00 (F) PROGRAM CAS145 PAGE 3 DATE 11/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 01:11 PM ESTIMATE NO. 08 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: OSMAN, MAHIR DATE OF THIS ESTIMATE 11/23/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (RETAINING WALL) M3 34.0000 510,476.00 1,915.000 65,110.00 8,820.000 299,880.00 (F) 051 PERVIOUS BACKFILL MATERIAL (RETAINING M3 80.0000 66,880.00 530.000 42,400.00 530.000 42,400.00 (F) WALL) 052 DITCH EXCAVATION M3 20.0000 9,800.00 48.000 960.00 053 IMPORTED BORROW M3 7.5000 111,000.00 14,800.000 111,000.00 054 HIGHWAY PLANTING LS 150,000.0000 150,000.00 0.000 0.00 (S) 055 EROSION CONTROL (TYPE D) HA 8,550.0000 10,260.00 0.000 0.00 (S) 056 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0.00 (S) 057 IRRIGATION SYSTEM LS 180,000.0000 180,000.00 0.000 0.00 (S) 058 NPS 3 SUPPLY LINE (BRIDGE) M 130.0000 38,740.00 0.000 0.00 059 300 MM CORRUGATED HIGH DENSITY M 75.0000 32,700.00 13.000 975.00 POLYETHYLENE PIPE CONDUIT 060 BOOSTER PUMP SYSTEM EA 11,000.0000 11,000.00 0.000 0.00 (S) 061 CLASS 2 AGGREGATE SUBBASE M3 15.0000 89,700.00 827.000 12,405.00 2,358.000 35,370.00 062 CLASS 2 AGGREGATE BASE M3 24.0000 458,400.00 1,484.000 35,616.00 6,475.000 155,400.00 063 ASPHALT TREATED PERMEABLE BASE M3 68.0000 367,200.00 500.000 34,000.00 2,582.000 175,576.00 064 ASPHALT CONCRETE TONN 35.0000 1165,500.00 1,207.000 42,245.00 12,257.000 428,995.00 065 PLACE ASPHALT CONCRETE DIKE M 4.5000 14,850.00 812.000 3,654.00 066 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 9.0000 13,320.00 92.000 828.00 AREA) 067 375 MM CAST-IN-DRILLED HOLE M 45.0000 66,150.00 644.000 28,980.00 1,453.000 65,385.00 CONCRETE PILING 068 300 MM CAST-IN-DRILLED HOLE M 35.0000 11,550.00 322.000 11,270.00 CONCRETE PILING 069 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 65.0000 217,750.00 53.000 3,445.00 2,419.000 157,235.00 (S) PILING 070 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 105.0000 416,850.00 763.000 80,115.00 2,119.000 222,495.00 (S) PILING 071 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,100.0000 511,200.00 22.000 156,200.00 45.000 319,500.00 (S) PILING 072 PRESTRESSING CAST-IN-PLACE CONCRETE LS 160,000.0000 160,000.00 0.000 0.00 (S) 073 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 470.0000 302,210.00 201.000 94,470.00 378.000 177,660.00 (F) 074 STRUCTURAL CONCRETE, BRIDGE M3 470.0000 2211,350.00 21.000 9,870.00 341.000 160,270.00 (F) 075 STRUCTURAL CONCRETE, RETAINING WALL M3 225.0000 1198,125.00 170.000 38,250.00 4,409.000 992,025.00 (F) 076 STRUCTURAL CONCRETE, APPROACH SLAB M3 550.0000 106,700.00 0.000 0.00 (F) (TYPE N) PROGRAM CAS145 PAGE 4 DATE 11/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 01:11 PM ESTIMATE NO. 08 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: OSMAN, MAHIR DATE OF THIS ESTIMATE 11/23/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 270,400.00 407.000 325,600.00 699.000 559,200.00 (F) 078 FRACTURED RIB TEXTURE M2 14.0000 67,760.00 585.000 8,190.00 3,776.000 52,864.00 (F) 079 DRILL AND BOND DOWEL M 62.0000 1,364.00 1.500 93.00 1.500 93.00 080 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 85.0000 248,795.00 1,805.000 153,425.00 (SF) 081 SOUND WALL (MASONRY BLOCK) M2 160.0000 1313,120.00 6,342.000 1,014,720.00 (SF) 082 MASONRY BLOCK WALL M2 170.0000 11,730.00 69.000 11,730.00 083 JOINT SEAL (TYPE B - MR 30 MM) M 68.0000 2,312.00 0.000 0.00 (S) 084 JOINT SEAL (TYPE B - MR 40 MM) M 82.0000 4,346.00 0.000 0.00 (S) 085 JOINT SEAL (TYPE B - MR 50 MM) M 105.0000 4,830.00 0.000 0.00 (S) 086 JOINT SEAL ASSEMBLY (MR 100 MM) M 520.0000 12,480.00 0.000 0.00 (S) 087 BAR REINFORCING STEEL KG 1.2000 32,640.00 27,035.000 32,442.00 (S) 088 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 1112,100.00 59,386.000 65,324.60 183,691.000 202,060.10 (SF) 089 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 378,613.00 347,121.000 347,121.00 (SF) 090 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 25,680.00 0.000 0.00 (F) WITH WALKWAY) 091 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 0.7500 3,866.25 0.000 0.00 (SF)WITH WALKWAY) 092 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.5000 43,120.00 0.000 0.00 (F) 093 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 4,117.50 0.000 0.00 (SF) 094 920 MM CAST-IN-DRILLED-HOLE M 750.0000 4,500.00 5.800 4,350.00 (S) CONCRETE PILE (SIGN FOUNDATION) 095 1220 MM CAST-IN-DRILLED-HOLE M 870.0000 5,220.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 096 ROADSIDE SIGN - ONE POST EA 300.0000 1,800.00 1.000 300.00 097 ROADSIDE SIGN - TWO POST EA 500.0000 1,500.00 0.000 0.00 098 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 500.00 0.000 0.00 METHOD) 099 INSTALL SIGN OVERLAY M2 60.0000 840.00 0.000 0.00 100 300 MM ALTERNATIVE PIPE CULVERT M 68.0000 12,920.00 100.000 6,800.00 100.000 6,800.00 101 450 MM ALTERNATIVE PIPE CULVERT M 98.0000 87,220.00 71.000 6,958.00 668.000 65,464.00 102 600 MM ALTERNATIVE PIPE CULVERT M 131.0000 189,950.00 911.000 119,341.00 103 750 MM ALTERNATIVE PIPE CULVERT M 124.0000 23,560.00 121.000 15,004.00 121.000 15,004.00 PROGRAM CAS145 PAGE 5 DATE 11/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 01:11 PM ESTIMATE NO. 08 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: OSMAN, MAHIR DATE OF THIS ESTIMATE 11/23/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 900 MM ALTERNATIVE PIPE CULVERT M 168.0000 31,920.00 61.000 10,248.00 181.000 30,408.00 105 1050 MM ALTERNATIVE PIPE CULVERT M 167.0000 21,710.00 124.000 20,708.00 124.000 20,708.00 106 1800 MM REINFORCED CONCRETE PIPE M 900.0000 11,700.00 13.000 11,700.00 107 2400 MM REINFORCED CONCRETE PIPE M 880.0000 35,200.00 40.000 35,200.00 108 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,300.0000 109,200.00 0.000 0.00 (CLASS V) 109 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 80.0000 12,800.00 0.000 0.00 (1.63 MM THICK) 110 80 MM PLASTIC PIPE (EDGE DRAIN) M 24.0000 106,320.00 113.000 2,712.00 1,702.000 40,848.00 111 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 240.0000 28,800.00 20.000 4,800.00 72.000 17,280.00 112 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 163.0000 9,943.00 10.000 1,630.00 (1.63 MM THICK) 113 450 MM ANCHOR ASSEMBLY EA 75.0000 1,200.00 2.000 150.00 114 450 MM CORRUGATED STEEL PIPE RISER M 500.0000 500.00 0.000 0.00 (1.63 MM THICK) 115 600 MM WELDED STEEL PIPE (6.35 MM THICK) M 300.0000 14,100.00 0.000 0.00 116 450 MM STEEL FLARED END SECTION EA 140.0000 280.00 0.000 0.00 117 ROCK SLOPE PROTECTION (LIGHT, METHOD B) KG 0.2500 50.00 0.000 0.00 118 CONCRETE (SLOPE PROTECTION) M3 260.0000 52,000.00 0.000 0.00 119 SLOPE PAVING (MASONRY BLOCK) M2 190.0000 143,070.00 0.000 0.00 (F) 120 MINOR CONCRETE (CHANNEL LINING) M3 200.0000 40,000.00 125.000 25,000.00 173.000 34,600.00 121 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 51,000.00 121.000 36,300.00 121.000 36,300.00 CONSTRUCTION) 122 MINOR CONCRETE (GUTTER) M 55.0000 55,550.00 850.000 46,750.00 123 MISCELLANEOUS IRON AND STEEL KG 2.5000 37,500.00 2,129.000 5,322.50 10,313.000 25,782.50 (SF) 124 MISCELLANEOUS METAL (BRIDGE) KG 14.0000 11,620.00 0.000 0.00 (SF) 125 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 15,360.00 43.000 1,376.00 43.000 1,376.00 (S) 126 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 300.0000 600.00 0.000 0.00 (S) 127 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 7,200.00 3.000 3,600.00 3.000 3,600.00 (S) 128 METAL BEAM GUARD RAILING M 100.0000 25,000.00 0.000 0.00 (S) 129 CHAIN LINK RAILING (TYPE 7) M 100.0000 65,900.00 0.000 0.00 (SF) 130 CONCRETE BARRIER (TYPE 25 MODIFIED) M 115.0000 144,900.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 11/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 01:11 PM ESTIMATE NO. 08 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: OSMAN, MAHIR DATE OF THIS ESTIMATE 11/23/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 CONCRETE BARRIER (TYPE 26 MODIFIED) M 200.0000 142,000.00 0.000 0.00 (F) 132 CONCRETE BARRIER (TYPE 27A MODIFIED) M 135.0000 21,735.00 70.000 9,450.00 (F) 133 CONCRETE BARRIER (TYPE 27S) M 155.0000 51,770.00 93.000 14,415.00 (F) 134 CONCRETE BARRIER (TYPE 27SV) M 280.0000 149,240.00 457.000 127,960.00 (F) 135 CONCRETE BARRIER (TYPE 27SV MODIFIED) M 225.0000 58,500.00 0.000 0.00 (F) 136 CONCRETE BARRIER (TYPE 50A) M 160.0000 2,400.00 0.000 0.00 (F) 137 CONCRETE BARRIER (TYPE 50D) M 82.0000 82,820.00 893.000 73,226.00 138 CONCRETE BARRIER (TYPE 50E) M 300.0000 33,000.00 0.000 0.00 139 HEADLIGHT GLARE SCREEN M 140.0000 19,600.00 0.000 0.00 140 CABLE RAILING M 27.0000 25,380.00 800.000 21,600.00 (SF) 141 CABLE ANCHOR ASSEMBLY EA 300.0000 1,200.00 2.000 600.00 (S) (BREAKAWAY, TYPE B) 142 TERMINAL SECTION (TYPE B) EA 210.0000 630.00 0.000 0.00 (S) 143 TERMINAL SYSTEM (TYPE SRT) EA 1,600.0000 14,400.00 2.000 3,200.00 144 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 2,040.00 0.000 0.00 (S) 145 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 23,300.00 1,401.000 1,401.00 (S) 146 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,040.00 543.000 1,086.00 (S) 147 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,040.00 552.000 1,104.00 (S) (BROKEN 3.66 M - 0.92 M) 148 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,030.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 149 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,270.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 150 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 3,310.00 698.000 698.00 (S) 151 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 11,190.00 481.000 1,443.00 (S) 152 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.020 4,000.00 0.320 64,000.00 (S) 153 MODIFY CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.500 5,000.00 (S) SYSTEM 154 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,500.0000 5,000.00 0.000 0.00 (S) 155 COMMUNICATION CONDUIT (SIZE 103) M 38.0000 78,280.00 100.000 3,800.00 300.000 11,400.00 (S) 156 COMMUNICATION CONDUIT (BRIDGE) M 100.0000 17,300.00 0.000 0.00 (SF) 157 BOOSTER PUMP ELECTRICAL SYSTEM LS 15,000.0000 15,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 11/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 01:11 PM ESTIMATE NO. 08 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: OSMAN, MAHIR DATE OF THIS ESTIMATE 11/23/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 MODIFY TRAFFIC MONITORING STATION LS 8,000.0000 8,000.00 0.000 0.00 (S) 159 COMMUNICATION PULL BOX EA 500.0000 2,000.00 0.000 0.00 (S) 160 SPLICE VAULT EA 2,000.0000 6,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 11/23/99 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-013314 TIME 01:11 PM ESTIMATE NO. 08 BID OPENING 01/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/99 R.E. NAME: OSMAN, MAHIR DATE OF THIS ESTIMATE 11/23/99 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,473,905.10 8,399,351.44 ADJUSTMENT OF COMPENSATION 0.00 108,108.00 EXTRA WORK 24,466.91 98,525.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,498,372.01 8,605,985.05 161 MOBILIZATION LS 1925,000.0000 1925,000.00 0.950 1,828,750.00 ORIGINAL CONTRACT AMOUNT 18,696,184.75 TOTAL WORK COMPLETED 1,498,372.01 10,434,735.05 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -52,612.45 TOTAL 1,498,372.01 10,382,122.60 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 161 MOBILIZATION 1,869,618.47 1,925,000.00 55,381.53 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 01/28/99 740 00/00/00 02/16/99 05/16/01 189 5 0 0 54% 26% PROGRESS IS SATISFACTORY OSMAN, MAHIR RESIDENT ENGINEER PROGRAM CAS145 DATE 11/23/99