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 04/23/03 EST. NO.13 TIME 10:08 AM R.E. NAME: BUHA, DRAGAN 07-0607U4 --------------------------------------------------------------------------- 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 0044 603.71 E.W. @ F.A.(+) 052002 N 57 0 0046 1,080.48 012803 N 52 0 0047 584.85 110902 N 61 0 0049 812.80 081902 N 59 0 0052 351.85 030303 N 56.0 0 003 0002 1,331.49 E.W. @ F.A.(+) 030403 N 62 0 016 0003 254.30 E.W. @ F.A.(+) 110702 N 50.0 0 020 0001 706.29 E.W. @ F.A.(+) 123002 N 0025.1 5,725.77 TOTAL THIS ESTIMATE 74,895.97 TOTAL PREVIOUS ESTIMATE 80,621.74 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 04/23/03 EST. NO.13 TIME 10:08 AM R.E. NAME: BUHA, DRAGAN 07-0607U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM NOT APPROVED -95,855.48 04 CPM NOT APPROVED 95,855.48 05 0.00 0.00 LABOR COMPLIANCE VIOLATION VAR PRS JUN -10,000.00 02 UNITED -10,000.00 03 VAR PRS JUN 10,000.00 03 STATEWIDE,STRNDHL UN -10,000.00 04 UNITED 10,000.00 04 STATEWIDE,STRNDHL UN 10,000.00 05 VAR PAYROLLS I -10,000.00 05 VAR PAYROLL I 10,000.00 06 A.M.CONCRETE -10,000.00 07 PAYROLLS DEC -10,000.00 09 PAYROLLS JAN -10,000.00 10 A.M. CONCRETE 10,000.00 13 PAYROLLS JAN 10,000.00 13 PAYROLLS MARCH -10,000.00 13 10,000.00 -20,000.00 TOTAL DEDUCTIONS 10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/23/03 LOCATION PROGRESS ESTIMATE 07-VEN-101-22.0/R24.0 ----------------- M C M SECURITY PAVING J V IN VENTURA COUNTY IN OXNARD AND P O BOX 620 VENTURA FROM ROUTE 232 TO MONTALVO NORTH HIGHLANDS CA 95660 SPUR OVERHEAD FED. AID NO. ACNH-Q101(5)E WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.250 3,750.00 002 TIME-RELATED OVERHEAD WDAY 4,735.0000 4,545,600.00 18.000 85,230.00 199.000 942,265.00 003 BAT HOUSE EA 300.0000 30,000.00 0.000 0.00 (S) 004 TEMPORARY FENCE M 20.0000 25,400.00 1,360.000 27,200.00 005 TEMPORARY FISH CULVERTS LS 400,000.0000 400,000.00 0.075 30,000.00 0.500 200,000.00 006 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 420,000.0000 420,000.00 0.020 8,400.00 0.180 75,600.00 008 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.020 900.00 0.350 15,750.00 (S) 009 TRAFFIC CONTROL SYSTEM LS 205,000.0000 205,000.00 0.020 4,100.00 0.220 45,100.00 (S) 010 TYPE III BARRICADE EA 75.0000 9,000.00 12.000 900.00 37.000 2,775.00 (S) 011 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 37,180.00 143.130 3,148.86 012 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3200 36,800.00 17,134.230 5,482.95 013 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 33,250.00 83.000 2,905.00 360.000 12,600.00 (S) 014 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 920.00 0.000 0.00 (S) (LEFT IN PLACE) 015 TEMPORARY RAILING (TYPE K) M 34.5000 831,450.00 341.400 11,778.30 9,288.400 320,449.80 (S) 016 TEMPORARY CRASH CUSHION MODULE EA 210.0000 138,600.00 234.000 49,140.00 (S) 017 ABANDON CULVERT EA 3,000.0000 6,000.00 0.000 0.00 018 ABANDON INLET EA 1,000.0000 7,000.00 3.000 3,000.00 019 ABANDON PIPELINE EA 2,600.0000 23,400.00 3.000 7,800.00 020 OBLITERATE SURFACING M2 1.8500 32,745.00 2,920.000 5,402.00 12,276.000 22,710.60 021 REMOVE CHAIN LINK FENCE M 7.0000 14,140.00 1,186.000 8,302.00 022 REMOVE METAL BEAM GUARD RAILING M 16.5000 15,345.00 47.000 775.50 796.450 13,141.43 PROGRAM CAS145 PAGE 2 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE FLARED END SECTION EA 200.0000 1,000.00 1.000 200.00 024 REMOVE PAINTED TRAFFIC STRIPE M 1.4000 10,780.00 3,944.380 5,522.13 025 REMOVE PAVEMENT MARKING M2 17.0000 1,190.00 53.970 917.49 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.4000 58,520.00 3,931.000 5,503.40 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.9000 16,226.00 414.530 787.61 STRIPE 028 REMOVE PAVEMENT MARKER EA 0.5300 5,724.00 3,214.000 1,703.42 029 REMOVE ROADSIDE SIGN EA 115.0000 10,925.00 7.000 805.00 20.000 2,300.00 030 REMOVE SIGN STRUCTURE EA 2,600.0000 31,200.00 0.000 0.00 031 REMOVE OVERSIDE DRAIN EA 600.0000 3,000.00 6.000 3,600.00 6.000 3,600.00 032 REMOVE CULVERT EA 1,800.0000 16,200.00 2.000 3,600.00 5.000 9,000.00 033 REMOVE PIPE M 50.0000 4,600.00 44.000 2,200.00 86.000 4,300.00 034 REMOVE INLET EA 750.0000 3,750.00 5.000 3,750.00 035 REMOVE RETAINING WALL M3 60.0000 10,800.00 76.000 4,560.00 036 REMOVE CONCRETE PAVEMENT M2 3.8000 335,540.00 2,130.000 8,094.00 11,070.000 42,066.00 037 REMOVE BLOCK WALL M 300.0000 1,830.00 0.000 0.00 038 SALVAGE METAL BRIDGE RAILING M 15.0000 13,725.00 0.000 0.00 039 SALVAGE METAL GIRDERS LS 20,000.0000 20,000.00 0.000 0.00 040 RECONSTRUCT CHAIN LINK GATE EA 2,100.0000 2,100.00 0.000 0.00 (S) 041 RELOCATE ROADSIDE SIGN EA 100.0000 1,800.00 3.000 300.00 042 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 4,380.00 0.000 0.00 (S) (45 MM MAXIMUM) 043 REMOVE CONCRETE M3 29.4500 13,547.00 1,979.000 58,281.55 2,126.900 62,637.21 044 REMOVE CONCRETE BARRIER (TYPE K) M 7.0000 5,530.00 0.000 0.00 045 CAP INLET EA 1,200.0000 7,200.00 3.000 3,600.00 046 BRIDGE REMOVAL, LOCATION A LS 900,000.0000 900,000.00 0.000 0.00 047 BRIDGE REMOVAL, LOCATION B LS 60,000.0000 60,000.00 0.000 0.00 048 BRIDGE REMOVAL, LOCATION C LS 70,000.0000 70,000.00 0.000 0.00 049 CLEARING AND GRUBBING LS 65,000.0000 65,000.00 0.010 650.00 0.850 55,250.00 PROGRAM CAS145 PAGE 3 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 0.020 800.00 0.210 8,400.00 051 GEOTEXTILE FABRIC M2 2.0000 2,660.00 2,090.000 4,180.00 052 ROADWAY EXCAVATION M3 8.2500 607,200.00 17,260.000 142,395.00 40,253.000 332,087.25 053 ROADWAY EXCAVATION (TYPE Y) M3 9.6500 515,310.00 16,622.000 160,402.30 (AERIALLY DEPOSITED LEAD) 054 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 0.900 6,750.00 055 TRENCH EXCAVATION M3 4.5000 12,150.00 325.000 1,462.50 (F) 056 TRENCH BACKFILL M3 14.0000 37,800.00 325.000 4,550.00 (F) 057 STRUCTURE EXCAVATION (BRIDGE) M3 23.0000 162,840.00 1,568.000 36,064.00 (F) 058 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 454,500.00 32.000 4,800.00 (F) 059 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.8500 14,322.50 0.000 0.00 (F) 060 STRUCTURE EXCAVATION (TYPE Y) M3 24.0000 15,360.00 90.000 2,160.00 450.000 10,800.00 (F) (AERIALLY DEPOSITED LEAD) 061 STRUCTURE BACKFILL (BRIDGE) M3 31.5000 246,330.00 200.000 6,300.00 (F) 062 STRUCTURE BACKFILL (RETAINING WALL) M3 32.2500 40,473.75 250.000 8,062.50 250.000 8,062.50 (F) 063 STRUCTURE BACKFILL (TYPE Y) M3 49.0000 19,110.00 0.000 0.00 (F) (AERIALLY DEPOSITED LEAD) 064 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 14,000.00 0.000 0.00 WALL) 065 SAND BACKFILL M3 190.0000 6,650.00 15.700 2,983.00 30.700 5,833.00 066 EARTH RETAINING STRUCTURE M2 378.0000 544,320.00 0.000 0.00 (F) 067 EMBANKMENT M3 7.0000 1,505,000.00 27,462.000 192,234.00 113,497.000 794,479.00 068 MULCH M3 26.5000 25,440.00 0.000 0.00 (S) 069 FIBER (EROSION CONTROL) KG 0.4300 1,367.40 0.000 0.00 (S) 070 COMPOST (EROSION CONTROL) KG 0.4300 5,848.00 0.000 0.00 (S) 071 MOVE-IN/MOVE-OUT (EROSION CONTROL) LS 1,000.0000 1,000.00 0.000 0.00 (S) 072 PURE LIVE SEED (EROSION CONTROL) KG 138.0000 19,320.00 0.000 0.00 (S) 073 300 MM CORRUGATED HIGH DENSITY M 150.0000 78,000.00 11.000 1,650.00 98.500 14,775.00 (S) POLYETHYLENE PIPE CONDUIT 074 CLASS 4 AGGREGATE SUBBASE M3 100.0000 7,800.00 0.000 0.00 (S) 075 CRUSHED AGGREGATE M3 62.0000 24,800.00 495.000 30,690.00 076 CLASS 2 AGGREGATE BASE M3 74.0000 39,220.00 1,095.000 81,030.00 PROGRAM CAS145 PAGE 4 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 3 AGGREGATE BASE M3 24.8000 930,000.00 60.000 1,488.00 7,904.000 196,019.20 078 LEAN CONCRETE BASE M3 96.0000 2,246,400.00 3,206.400 307,814.40 079 ASPHALT CONCRETE (TYPE B) TONN 48.3500 1,489,180.00 2,324.500 112,389.58 8,862.920 428,522.18 080 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 8.0000 16,000.00 480.000 3,840.00 AREA) 081 ASPHALT CONCRETE (TEXTURED PAVING) M2 61.7500 40,137.50 0.000 0.00 082 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.8000 5,088.00 0.000 0.00 083 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.8000 672.00 0.000 0.00 084 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.8000 11,904.00 0.000 0.00 085 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.8000 912.00 0.000 0.00 086 CONCRETE PAVEMENT M3 132.5000 3,524,500.00 4,032.300 534,279.75 087 CONCRETE PAVEMENT (RAMP TERMINI) M3 160.0000 91,200.00 0.000 0.00 088 SEAL PAVEMENT JOINT M 6.2500 314,375.00 884.000 5,525.00 089 FURNISH STEEL PILING (HP 360 X 132) M 58.0000 42,050.00 291.210 16,890.18 291.210 16,890.18 090 DRIVE STEEL PILE (HP 360 X 132) EA 750.0000 42,000.00 15.000 11,250.00 (S) 091 FURNISH STEEL PILING (HP 360 X 174) M 77.0000 476,784.00 1,244.250 95,807.25 1,244.250 95,807.25 092 DRIVE STEEL PILE (HP 360 X 174) EA 550.0000 176,000.00 70.000 38,500.00 (S) 093 FURNISH PILING (CLASS 625) M 36.0000 73,440.00 552.300 19,882.80 094 DRIVE PILE (CLASS 625) EA 750.0000 88,500.00 32.000 24,000.00 (S) 095 DRIVE STATE FURNISHED STEEL PIPE PILE EA 15,000.0000 120,000.00 8.000 120,000.00 (S) (1219 MM) 096 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 2,300.0000 1,322,500.00 0.000 0.00 PILING (1830 MM) 097 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 55,000.0000 990,000.00 0.000 0.00 (S) PILE (1830 MM) 098 DRIVE STATE FURNISHED EA 55,000.0000 935,000.00 6.000 330,000.00 (S) CAST-IN-STEEL-SHELL CONCRETE PILE (1830 MM) 099 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 3,100.0000 3,676,600.00 0.000 0.00 PILING (2135 MM) 100 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 60,000.0000 1,980,000.00 0.000 0.00 (S) (2135 MM) 101 DRIVE STATE FURNISHED EA 65,000.0000 1,950,000.00 1.000 65,000.00 (S) CAST-IN-STEEL-SHELL CONCRETE PILE (2135 MM) 102 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1200,000.0000 1,200,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 103 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 430,500.00 249.000 74,700.00 361.950 108,585.00 (F) 104 STRUCTURAL CONCRETE, BRIDGE M3 341.0000 2,214,620.00 76.380 26,045.58 275.410 93,914.81 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 354,000.00 138.860 55,544.00 313.860 125,544.00 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB M3 220.0000 133,100.00 0.000 0.00 (F) (TYPE N) 107 CLASS 1 CONCRETE (BOX CULVERT) M3 485.0000 760,480.00 173.260 84,031.10 589.110 285,718.35 (F) 108 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 609,500.00 40.050 46,057.50 (F) 109 MINOR CONCRETE (CONCRETE DRAIN) M3 450.0000 6,750.00 0.000 0.00 (F) 110 MINOR CONCRETE (BACKFILL) M3 160.0000 11,360.00 17.240 2,758.40 (F) 111 ARCHITECTURAL TREATMENT M2 70.0000 28,000.00 0.000 0.00 (F) 112 FRACTURED RIB TEXTURE M2 150.0000 6,750.00 0.000 0.00 (F) 113 PTFE SPHERICAL BEARING EA 1,800.0000 97,200.00 0.000 0.00 (S) 114 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 69,000.00 0.000 0.00 (S) 115 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,300.0000 83,200.00 0.000 0.00 (S) 116 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 132,000.00 0.000 0.00 (S) 117 JOINT SEAL (MR 50 MM) M 120.0000 27,120.00 0.000 0.00 (S) 118 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 7,708,800.00 183,118.000 201,429.80 (SF) 119 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 65,577.50 29,731.000 74,327.50 (SF) 120 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5500 230,788.80 33,963.000 52,642.65 80,064.300 124,099.67 (SF) 121 HEADED BAR REINFORCEMENT EA 28.0000 120,400.00 0.000 0.00 (SF) 122 ISOLATION CASING KG 7.5000 525,000.00 0.000 0.00 (SF) 123 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 35,000.00 0.000 0.00 (F) 124 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.4500 3,150.00 0.000 0.00 (SF) 125 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 310,964.00 0.000 0.00 (F) 126 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 27,209.35 0.000 0.00 (SF) 127 760 MM CAST-IN-DRILLED-HOLE M 700.0000 12,600.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 128 920 MM CAST-IN-DRILLED-HOLE M 825.0000 56,100.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 129 METAL (RAIL MOUNTED SIGN) KG 3.0000 4,200.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 ROADSIDE SIGN - ONE POST EA 300.0000 54,000.00 18.000 5,400.00 23.000 6,900.00 131 ROADSIDE SIGN - TWO POST EA 1,300.0000 33,800.00 0.000 0.00 132 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 2,565.00 0.000 0.00 METHOD) 133 INSTALL SIGN OVERLAY M2 250.0000 3,750.00 0.000 0.00 134 INSTALL SIGN PANEL ON EXISTING FRAME M2 125.0000 2,125.00 0.000 0.00 135 450 MM ALTERNATIVE PIPE CULVERT M 140.0000 5,460.00 0.000 0.00 136 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 280,000.00 142.200 22,752.00 137 750 MM ALTERNATIVE PIPE CULVERT M 190.0000 45,600.00 30.000 5,700.00 138 900 MM ALTERNATIVE PIPE CULVERT M 215.0000 34,400.00 59.600 12,814.00 139 1050 MM ALTERNATIVE PIPE CULVERT M 250.0000 14,500.00 49.000 12,250.00 140 1200 MM ALTERNATIVE PIPE CULVERT M 290.0000 46,400.00 90.000 26,100.00 141 1350 MM ALTERNATIVE PIPE CULVERT M 335.0000 110,550.00 0.000 0.00 142 1800 MM ALTERNATIVE PIPE CULVERT M 440.0000 16,280.00 0.000 0.00 143 450 MM REINFORCED CONCRETE PIPE M 160.0000 214,400.00 58.500 9,360.00 266.900 42,704.00 144 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 0.000 0.00 145 750 MM REINFORCED CONCRETE PIPE M 200.0000 19,200.00 83.200 16,640.00 146 1800 MM REINFORCED CONCRETE PIPE M 520.0000 27,560.00 65.800 34,216.00 147 450 MM CORRUGATED STEEL PIPE M 175.0000 16,275.00 118.000 20,650.00 (2.01 MM THICK) 148 100 MM PLASTIC PIPE (EDGE DRAIN) M 26.6500 103,935.00 580.000 15,457.00 149 100 MM PLASTIC PIPE M 40.0000 15,200.00 0.000 0.00 (EDGE DRAIN OUTLET) 150 450 MM WELDED STEEL PIPE (3.40 MM THICK) M 260.0000 44,200.00 0.000 0.00 151 300 MM DUCTILE IRON PIPE CLASS 52 M 200.0000 22,000.00 38.000 7,600.00 93.000 18,600.00 152 450 MM DUCTILE IRON PIPE M 260.0000 12,480.00 0.000 0.00 153 JACKED 750 MM WELDED STEEL PIPE M 1,000.0000 120,000.00 0.000 0.00 (12.70 MM THICK) 154 600 MM CONCRETE FLARED END SECTION EA 600.0000 600.00 0.000 0.00 155 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 0.000 0.00 156 1350 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 300 MM GATE VALVE EA 1,250.0000 2,500.00 1.000 1,250.00 2.000 2,500.00 158 100 MM IN-LINE BLOWOFF VALVE ASSEMBLY EA 1,250.0000 1,250.00 0.000 0.00 159 WATER QUALITY TREATMENT DEVICE EA 169,600.0000 169,600.00 0.000 0.00 160 900 MM PRECAST CONCRETE PIPE INLET M 750.0000 3,750.00 0.000 0.00 161 900 MM PRECAST CONCRETE PIPE MANHOLE M 575.0000 13,800.00 5.700 3,277.50 162 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.0000 169,150.00 0.000 0.00 163 CONCRETE (SLOPE PROTECTION) M3 190.0000 475,000.00 0.000 0.00 164 CONCRETE (CONCRETED-ROCK SLOPE M3 130.0000 81,900.00 0.000 0.00 PROTECTION) 165 SLOPE PAVING (LOCATION A) M3 650.0000 126,100.00 0.000 0.00 (F) 166 SLOPE PAVING (LOCATION B) M3 800.0000 128,000.00 0.000 0.00 (F) 167 ROCK SLOPE PROTECTION FABRIC M 2.0000 5,120.00 0.000 0.00 168 MINOR CONCRETE (MISCELLANEOUS M3 335.0000 525,950.00 4.290 1,437.15 70.230 23,527.05 CONSTRUCTION) 169 MINOR CONCRETE (GUTTER DEPRESSION) M3 450.0000 3,150.00 0.000 0.00 170 MINOR CONCRETE (GUTTER) M 45.0000 17,415.00 0.000 0.00 (F) 171 MINOR CONCRETE (TEXTURED PAVING) M2 60.0000 376,200.00 0.000 0.00 172 MISCELLANEOUS IRON AND STEEL KG 3.5000 134,690.50 233.000 815.50 (SF) 173 MISCELLANEOUS METAL KG 3.5000 82,600.00 0.000 0.00 (SF)(RESTRAINER - CABLE TYPE) 174 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 300,000.00 0.000 0.00 (SF) 175 MISCELLANEOUS METAL KG 5.0000 257,500.00 0.000 0.00 (SF)(BRIDGE DECK DRAINAGE) 176 CHAIN LINK FENCE (TYPE CL-1.8) M 33.0000 69,201.00 0.000 0.00 (F) 177 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 335.0000 2,010.00 0.000 0.00 (S) 178 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 775.0000 775.00 0.000 0.00 (S) 179 DELINEATOR (CLASS 1) EA 30.0000 3,300.00 0.000 0.00 180 OBJECT MARKER (TYPE K-1) EA 30.0000 150.00 0.000 0.00 181 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 1,500.00 0.000 0.00 182 METAL BEAM GUARD RAILING (WOOD POST) M 77.0000 77,000.00 0.000 0.00 (S) 183 CHAIN LINK RAILING (TYPE 7) M 275.0000 12,925.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 240.0000 45,840.00 0.000 0.00 (SF) 185 CONCRETE BARRIER (TYPE 26 MODIFIED) M 300.0000 63,600.00 0.000 0.00 (F) 186 CABLE RAILING M 80.0000 3,920.00 0.000 0.00 (S) 187 TERMINAL SYSTEM (TYPE ET) EA 2,300.0000 11,500.00 0.000 0.00 (S) 188 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 9,000.00 0.000 0.00 (S) 189 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 785.0000 785.00 0.000 0.00 (S) 190 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 525.0000 1,575.00 0.000 0.00 (S) 191 CRASH CUSHION, SAND FILLED EA 4,500.0000 9,000.00 0.000 0.00 (S) 192 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 120,000.00 0.000 0.00 (S) 193 CONCRETE BARRIER (TYPE 60) M 63.0000 119,700.00 0.000 0.00 194 CONCRETE BARRIER (TYPE 60A) M 63.0000 39,249.00 0.000 0.00 (F) 195 CONCRETE BARRIER (TYPE 60C) M 70.0000 28,000.00 0.000 0.00 196 CONCRETE BARRIER (TYPE 60D) M 150.0000 25,500.00 0.000 0.00 197 CONCRETE BARRIER (TYPE 60D MODIFIED) M 170.0000 49,300.00 0.000 0.00 (F) 198 CONCRETE BARRIER (TYPE 60E) M 310.0000 65,100.00 0.000 0.00 199 CONCRETE BARRIER (TYPE 732 MODIFIED 1) M 90.0000 54,810.00 0.000 0.00 (F) 200 CONCRETE BARRIER (TYPE 732 MODIFIED 2) M 150.0000 94,200.00 0.000 0.00 (F) 201 CONCRETE BARRIER M 160.0000 29,920.00 0.000 0.00 (F) (TYPE 732B MODIFIED 2) 202 CONCRETE BARRIER M 150.0000 94,200.00 0.000 0.00 (F) (TYPE 732 MODIFIED 3) 203 CONCRETE BARRIER (BIKE/PEDESTRIAN RAMP) M 155.0000 63,550.00 0.000 0.00 204 CONCRETE BARRIER (TYPE 736A) M 100.0000 45,000.00 0.000 0.00 205 BARRIER MOUNTED IRON RAILING M 400.0000 274,800.00 0.000 0.00 (SF)(TYPE 2) 206 BARRIER MOUNTED IRON RAILING M 410.0000 257,480.00 0.000 0.00 (SF)(TYPE 3) 207 IRON RAILING (BIKE/PEDESTRIAN RAMP) M 490.0000 200,900.00 0.000 0.00 (S) 208 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 27,840.00 0.000 0.00 (S) 209 THERMOPLASTIC TRAFFIC STRIPE M 0.3500 31,780.00 1,102.400 385.84 (S) (SPRAYABLE) 210 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 15,750.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 9 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 211 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 9,219.00 0.000 0.00 (S) 212 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 6,636.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 213 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 132.50 0.000 0.00 (S) (BROKEN 1.83 M - 0.30 M) 214 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 10,918.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 215 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 418.70 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 216 PAINT TRAFFIC STRIPE (1-COAT) M 0.2700 955.80 0.000 0.00 217 PAINT TRAFFIC STRIPE (2-COAT) M 0.3700 2,249.60 0.000 0.00 (S) 218 PAINT PAVEMENT MARKING (1-COAT) M2 19.0000 1,178.00 0.000 0.00 219 PAINT PAVEMENT MARKING (2-COAT) M2 22.0000 6,160.00 0.000 0.00 (S) 220 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 25,200.00 1,677.000 2,347.80 (S) 221 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 39,360.00 1,293.000 4,137.60 (S) 222 TWO 103 MM COMMUNICATION CONDUIT M 87.0000 40,020.00 0.000 0.00 (TRENCH IN PAVEMENT) 223 SIGNAL AND LIGHTING (LOCATION 2) LS 91,850.0000 91,850.00 0.000 0.00 (S) 224 SIGNAL AND LIGHTING (LOCATION 3) LS 80,245.0000 80,245.00 0.000 0.00 (S) 225 LIGHTING (TEMPORARY) LS 29,600.0000 29,600.00 0.000 0.00 (S) 226 LIGHTING (CITY STREET) LS 268,500.0000 268,500.00 0.050 13,425.00 (S) 227 LIGHTING AND SIGN ILLUMINATION LS 26,800.0000 26,800.00 0.040 1,072.00 (REMOVAL) 228 LIGHTING AND SIGN ILLUMINATION LS 479,000.0000 479,000.00 0.000 0.00 (BRIDGE) 229 INTERCONNECTION SYSTEM LS 18,445.0000 18,445.00 0.000 0.00 (S) 230 4-103 MM COMMUNICATION CONDUIT M 225.0000 141,750.00 0.000 0.00 (BRIDGE) 231 ELECTRIC SERVICE (IRRIGATION) LS 51,500.0000 51,500.00 0.000 0.00 232 RAMP METERING SYSTEM LS 200,000.0000 200,000.00 0.000 0.00 (S) 233 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 20,800.0000 20,800.00 0.000 0.00 234 MODIFY LIGHTING AND SIGN ILLUMINATION LS 324,000.0000 324,000.00 0.000 0.00 (S) 235 ADJUST POWER POLE TO GRADE EA 5,100.0000 5,100.00 0.000 0.00 236 COMMUNICATION PULL BOX EA 715.0000 5,720.00 0.000 0.00 237 SEISMIC MONITORING ELECTRICAL SYSTEM LS 88,800.0000 88,800.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 238 INSTALL SEISMIC MONITORING CASING M 850.0000 41,650.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 03/28/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/03 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,122,491.34 7,024,665.53 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 5,725.77 80,621.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,128,217.11 7,105,287.27 239 MOBILIZATION LS 6599,004.0000 6,599,004.00 0.250 1,649,751.00 0.750 4,949,253.00 ORIGINAL CONTRACT AMOUNT 73,642,857.90 TOTAL WORK COMPLETED 2,777,968.11 12,054,540.27 MATERIALS ON HAND ON SITE 641,641.55 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -20,000.00 TOTAL 2,787,968.11 12,676,181.82 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 05/02/02 960 05/06/02 05/17/02 05/03/06 203 25 0 0 16% 21% PROGRESS IS SATISFACTORY BUHA, DRAGAN RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 04/23/03