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 04/06/04 EST. NO.26 TIME 10:13 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 --------------------------------------------------------------------------- 050 0010 501,106.00 E.W. @ L.S.(+) 040304 N 040304 059 0001 284.89 E.W. @ F.A.(+) 112403 N 5201.1 0002 284.89 112603 N 951250 0003 3,042.86 112603 N 5163.0 0005 1,513.56 112603 N 5159.0 506,232.20 TOTAL THIS ESTIMATE 1,081,976.47 TOTAL PREVIOUS ESTIMATE 1,588,208.67 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 04/06/04 EST. NO.26 TIME 10:13 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 AGGREGATE OUT OF SPC -5,198.40 25 0.00 -5,198.40 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 KEY CONCRETE -10,000.00 14 PAYROLLS DEC 10,000.00 15 PAYROLLS JUNE -10,000.00 16 PAYROLLS JUNE 10,000.00 17 KEY CONCRETE 10,000.00 18 PAYROLLS 10,000.00 18 OCTOBER PAYROLL -10,000.00 21 NOVEMBER PAYROLL -10,000.00 22 DEC -10,000.00 23 NOVEMBER PAYROLL 10,000.00 23 OCTOBER PAYROLL 10,000.00 23 JAN PAYROLLS -10,000.00 24 FEB PAYROLLS -10,000.00 25 0.00 -30,000.00 TOTAL DEDUCTIONS 0.00 -35,198.40 PROGRAM CAS145 PAGE 1 DATE 04/06/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:13 AM ESTIMATE NO. 26 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 04/03/04 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/06/04 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.250 3,750.00 02 TIME-RELATED OVERHEAD WDAY 4,735.0000 4,545,600.00 417.000 1,974,495.00 03 BAT HOUSE EA 300.0000 30,000.00 0.000 0.00 S) 04 TEMPORARY FENCE M 20.0000 25,400.00 1,360.000 27,200.00 05 TEMPORARY FISH CULVERTS LS 400,000.0000 400,000.00 0.625 250,000.00 06 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 420,000.0000 420,000.00 0.400 168,000.00 08 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.570 25,650.00 S) 09 TRAFFIC CONTROL SYSTEM LS 205,000.0000 205,000.00 0.440 90,200.00 S) 10 TYPE III BARRICADE EA 75.0000 9,000.00 77.000 5,775.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 37,180.00 170.510 3,751.22 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3200 36,800.00 31,429.230 10,057.35 13 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 33,250.00 654.000 22,890.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 920.00 0.000 0.00 S) (LEFT IN PLACE) 15 TEMPORARY RAILING (TYPE K) M 34.5000 831,450.00 16,543.200 570,740.40 S) 16 TEMPORARY CRASH CUSHION MODULE EA 210.0000 138,600.00 396.000 83,160.00 S) 17 ABANDON CULVERT EA 3,000.0000 6,000.00 0.000 0.00 18 ABANDON INLET EA 1,000.0000 7,000.00 3.000 3,000.00 19 ABANDON PIPELINE EA 2,600.0000 23,400.00 4.000 10,400.00 20 OBLITERATE SURFACING M2 1.8500 32,745.00 13,183.300 24,389.11 21 REMOVE CHAIN LINK FENCE M 7.0000 14,140.00 2,196.000 15,372.00 22 REMOVE METAL BEAM GUARD RAILING M 16.5000 15,345.00 907.000 14,965.50 PROGRAM CAS145 PAGE 2 DATE 04/06/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:13 AM ESTIMATE NO. 26 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 04/03/04 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/06/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FLARED END SECTION EA 200.0000 1,000.00 1.000 200.00 24 REMOVE PAINTED TRAFFIC STRIPE M 1.4000 10,780.00 6,636.000 9,290.40 25 REMOVE PAVEMENT MARKING M2 17.0000 1,190.00 53.970 917.49 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.4000 58,520.00 4,462.000 6,246.80 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.9000 16,226.00 1,020.730 1,939.39 STRIPE 28 REMOVE PAVEMENT MARKER EA 0.5300 5,724.00 3,842.000 2,036.26 29 REMOVE ROADSIDE SIGN EA 115.0000 10,925.00 62.000 7,130.00 30 REMOVE SIGN STRUCTURE EA 2,600.0000 31,200.00 3.000 7,800.00 31 REMOVE OVERSIDE DRAIN EA 600.0000 3,000.00 11.000 6,600.00 32 REMOVE CULVERT EA 1,800.0000 16,200.00 7.000 12,600.00 33 REMOVE PIPE M 50.0000 4,600.00 262.200 13,110.00 34 REMOVE INLET EA 750.0000 3,750.00 7.000 5,250.00 35 REMOVE RETAINING WALL M3 60.0000 10,800.00 76.000 4,560.00 36 REMOVE CONCRETE PAVEMENT M2 3.8000 335,540.00 43,800.000 166,440.00 37 REMOVE BLOCK WALL M 300.0000 1,830.00 0.000 0.00 38 SALVAGE METAL BRIDGE RAILING M 15.0000 13,725.00 391.500 5,872.50 39 SALVAGE METAL GIRDERS LS 20,000.0000 20,000.00 1.000 20,000.00 40 RECONSTRUCT CHAIN LINK GATE EA 2,100.0000 2,100.00 0.000 0.00 S) 41 RELOCATE ROADSIDE SIGN EA 100.0000 1,800.00 7.000 700.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 4,380.00 700.000 2,100.00 S) (45 MM MAXIMUM) 43 REMOVE CONCRETE M3 29.4500 13,547.00 493.000 14,518.85 44 REMOVE CONCRETE BARRIER (TYPE K) M 7.0000 5,530.00 0.000 0.00 45 CAP INLET EA 1,200.0000 7,200.00 5.000 6,000.00 46 BRIDGE REMOVAL, LOCATION A LS 900,000.0000 900,000.00 0.000 0.00 47 BRIDGE REMOVAL, LOCATION B LS 60,000.0000 60,000.00 0.000 0.00 48 BRIDGE REMOVAL, LOCATION C LS 70,000.0000 70,000.00 1.000 70,000.00 49 CLEARING AND GRUBBING LS 65,000.0000 65,000.00 0.860 55,900.00 PROGRAM CAS145 PAGE 3 DATE 04/06/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:13 AM ESTIMATE NO. 26 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 04/03/04 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/06/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 0.410 16,400.00 51 GEOTEXTILE FABRIC M2 2.0000 2,660.00 2,090.000 4,180.00 52 ROADWAY EXCAVATION M3 8.2500 607,200.00 83,645.000 690,071.25 53 ROADWAY EXCAVATION (TYPE Y) M3 9.6500 515,310.00 44,407.000 428,527.55 (AERIALLY DEPOSITED LEAD) 54 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 0.900 6,750.00 55 TRENCH EXCAVATION M3 4.5000 12,150.00 1,246.500 5,609.25 F) 56 TRENCH BACKFILL M3 14.0000 37,800.00 1,246.500 17,451.00 F) 57 STRUCTURE EXCAVATION (BRIDGE) M3 23.0000 162,840.00 5,441.970 125,165.31 F) 58 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 454,500.00 597.720 89,658.00 F) 59 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.8500 14,322.50 0.000 0.00 F) 60 STRUCTURE EXCAVATION (TYPE Y) M3 24.0000 15,360.00 450.000 10,800.00 F) (AERIALLY DEPOSITED LEAD) 61 STRUCTURE BACKFILL (BRIDGE) M3 31.5000 246,330.00 5,973.650 188,169.98 F) 62 STRUCTURE BACKFILL (RETAINING WALL) M3 32.2500 40,473.75 250.000 8,062.50 F) 63 STRUCTURE BACKFILL (TYPE Y) M3 49.0000 19,110.00 200.000 9,800.00 F) (AERIALLY DEPOSITED LEAD) 64 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 14,000.00 90.000 6,300.00 WALL) 65 SAND BACKFILL M3 190.0000 6,650.00 47.700 9,063.00 66 EARTH RETAINING STRUCTURE M2 378.0000 544,320.00 1,368.000 517,104.00 F) 67 EMBANKMENT M3 7.0000 1,505,000.00 203,374.000 1,423,618.00 68 MULCH M3 26.5000 25,440.00 0.000 0.00 S) 69 FIBER (EROSION CONTROL) KG 0.4300 1,367.40 544.000 233.92 S) 70 COMPOST (EROSION CONTROL) KG 0.4300 5,848.00 2,177.300 936.24 S) 71 MOVE-IN/MOVE-OUT (EROSION CONTROL) LS 1,000.0000 1,000.00 0.400 400.00 S) 72 PURE LIVE SEED (EROSION CONTROL) KG 138.0000 19,320.00 36.660 5,059.08 S) 73 300 MM CORRUGATED HIGH DENSITY M 150.0000 78,000.00 323.600 48,540.00 S) POLYETHYLENE PIPE CONDUIT 74 CLASS 4 AGGREGATE SUBBASE M3 100.0000 7,800.00 0.000 0.00 S) 75 CRUSHED AGGREGATE M3 62.0000 24,800.00 495.000 30,690.00 76 CLASS 2 AGGREGATE BASE M3 74.0000 39,220.00 1,280.000 94,720.00 PROGRAM CAS145 PAGE 4 DATE 04/06/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:13 AM ESTIMATE NO. 26 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 04/03/04 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/06/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 3 AGGREGATE BASE M3 24.8000 930,000.00 18,166.000 450,516.80 78 LEAN CONCRETE BASE M3 96.0000 2,246,400.00 9,158.600 879,225.60 79 ASPHALT CONCRETE (TYPE B) TONN 48.3500 1,489,180.00 14,318.970 692,322.20 80 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 8.0000 16,000.00 805.000 6,440.00 AREA) 81 ASPHALT CONCRETE (TEXTURED PAVING) M2 61.7500 40,137.50 0.000 0.00 82 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.8000 5,088.00 147.600 708.48 83 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.8000 672.00 23.000 110.40 84 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.8000 11,904.00 156.400 750.72 85 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.8000 912.00 21.000 100.80 86 CONCRETE PAVEMENT M3 132.5000 3,524,500.00 8,528.150 1,129,979.88 87 CONCRETE PAVEMENT (RAMP TERMINI) M3 160.0000 91,200.00 208.000 33,280.00 88 SEAL PAVEMENT JOINT M 6.2500 314,375.00 8,133.900 50,836.88 89 FURNISH STEEL PILING (HP 360 X 132) M 58.0000 42,050.00 725.000 42,050.00 90 DRIVE STEEL PILE (HP 360 X 132) EA 750.0000 42,000.00 56.000 42,000.00 S) 91 FURNISH STEEL PILING (HP 360 X 174) M 77.0000 476,784.00 6,192.000 476,784.00 92 DRIVE STEEL PILE (HP 360 X 174) EA 550.0000 176,000.00 320.000 176,000.00 S) 93 FURNISH PILING (CLASS 625) M 36.0000 73,440.00 552.300 19,882.80 94 DRIVE PILE (CLASS 625) EA 750.0000 88,500.00 32.000 24,000.00 S) 95 DRIVE STATE FURNISHED STEEL PIPE PILE EA 15,000.0000 120,000.00 8.000 120,000.00 S) (1219 MM) 96 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 2,300.0000 1,322,500.00 0.000 0.00 PILING (1830 MM) 97 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 55,000.0000 990,000.00 0.000 0.00 S) PILE (1830 MM) 98 DRIVE STATE FURNISHED EA 55,000.0000 935,000.00 13.750 756,250.00 S) CAST-IN-STEEL-SHELL CONCRETE PILE (1830 MM) 99 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 3,100.0000 3,676,600.00 0.000 0.00 PILING (2135 MM) 00 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 60,000.0000 1,980,000.00 0.000 0.00 S) (2135 MM) 01 DRIVE STATE FURNISHED EA 65,000.0000 1,950,000.00 19.750 1,283,750.00 S) CAST-IN-STEEL-SHELL CONCRETE PILE (2135 MM) 02 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1200,000.0000 1,200,000.00 0.263 315,600.00 S) PROGRAM CAS145 PAGE 5 DATE 04/06/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:13 AM ESTIMATE NO. 26 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 04/03/04 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/06/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 430,500.00 1,272.950 381,885.00 F) 04 STRUCTURAL CONCRETE, BRIDGE M3 341.0000 12,214,620.00 9,184.210 3,131,815.61 F) 05 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 354,000.00 329.860 131,944.00 F) 06 STRUCTURAL CONCRETE, APPROACH SLAB M3 220.0000 133,100.00 0.000 0.00 F) (TYPE N) 07 CLASS 1 CONCRETE (BOX CULVERT) M3 485.0000 760,480.00 1,498.840 726,937.40 F) 08 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 609,500.00 205.260 236,049.00 F) 09 MINOR CONCRETE (CONCRETE DRAIN) M3 450.0000 6,750.00 0.000 0.00 F) 10 MINOR CONCRETE (BACKFILL) M3 160.0000 11,360.00 17.240 2,758.40 F) 11 ARCHITECTURAL TREATMENT M2 70.0000 28,000.00 200.000 14,000.00 F) 12 FRACTURED RIB TEXTURE M2 150.0000 6,750.00 15.000 2,250.00 F) 13 PTFE SPHERICAL BEARING EA 1,800.0000 97,200.00 0.000 0.00 S) 14 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 69,000.00 0.000 0.00 S) 15 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,300.0000 83,200.00 0.000 0.00 S) 16 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 132,000.00 0.000 0.00 S) 17 JOINT SEAL (MR 50 MM) M 120.0000 27,120.00 0.000 0.00 S) 18 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 7,708,800.00 2,201,417.284 2,421,559.01 SF) 19 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 65,577.50 29,731.000 74,327.50 SF) 20 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5500 230,788.80 186,632.300 289,280.07 SF) 21 HEADED BAR REINFORCEMENT EA 28.0000 120,400.00 299.000 8,372.00 SF) 22 ISOLATION CASING KG 7.5000 525,000.00 18,664.000 139,980.00 SF) 23 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 35,000.00 0.000 0.00 F) 24 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.4500 3,150.00 0.000 0.00 SF) 25 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 310,964.00 0.000 0.00 F) 26 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 27,209.35 0.000 0.00 SF) 27 760 MM CAST-IN-DRILLED-HOLE M 700.0000 12,600.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 28 920 MM CAST-IN-DRILLED-HOLE M 825.0000 56,100.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 29 METAL (RAIL MOUNTED SIGN) KG 3.0000 4,200.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 04/06/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:13 AM ESTIMATE NO. 26 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 04/03/04 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/06/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 ROADSIDE SIGN - ONE POST EA 300.0000 54,000.00 36.000 10,800.00 31 ROADSIDE SIGN - TWO POST EA 1,300.0000 33,800.00 0.000 0.00 32 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 2,565.00 0.000 0.00 METHOD) 33 INSTALL SIGN OVERLAY M2 250.0000 3,750.00 0.000 0.00 34 INSTALL SIGN PANEL ON EXISTING FRAME M2 125.0000 2,125.00 0.000 0.00 35 450 MM ALTERNATIVE PIPE CULVERT M 140.0000 5,460.00 26.000 3,640.00 36 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 280,000.00 741.000 118,560.00 37 750 MM ALTERNATIVE PIPE CULVERT M 190.0000 45,600.00 124.100 23,579.00 38 900 MM ALTERNATIVE PIPE CULVERT M 215.0000 34,400.00 156.600 33,669.00 39 1050 MM ALTERNATIVE PIPE CULVERT M 250.0000 14,500.00 78.000 19,500.00 40 1200 MM ALTERNATIVE PIPE CULVERT M 290.0000 46,400.00 160.800 46,632.00 41 1350 MM ALTERNATIVE PIPE CULVERT M 335.0000 110,550.00 307.200 102,912.00 42 1800 MM ALTERNATIVE PIPE CULVERT M 440.0000 16,280.00 0.000 0.00 43 450 MM REINFORCED CONCRETE PIPE M 160.0000 214,400.00 743.000 118,880.00 44 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 245.700 41,769.00 45 750 MM REINFORCED CONCRETE PIPE M 200.0000 19,200.00 83.200 16,640.00 46 1800 MM REINFORCED CONCRETE PIPE M 520.0000 27,560.00 65.800 34,216.00 47 450 MM CORRUGATED STEEL PIPE M 175.0000 16,275.00 150.500 26,337.50 (2.01 MM THICK) 48 100 MM PLASTIC PIPE (EDGE DRAIN) M 26.6500 103,935.00 1,020.000 27,183.00 49 100 MM PLASTIC PIPE M 40.0000 15,200.00 62.000 2,480.00 (EDGE DRAIN OUTLET) 50 450 MM WELDED STEEL PIPE (3.40 MM THICK) M 260.0000 44,200.00 0.000 0.00 51 300 MM DUCTILE IRON PIPE CLASS 52 M 200.0000 22,000.00 93.000 18,600.00 52 450 MM DUCTILE IRON PIPE M 260.0000 12,480.00 0.000 0.00 53 JACKED 750 MM WELDED STEEL PIPE M 1,000.0000 120,000.00 0.000 0.00 (12.70 MM THICK) 54 600 MM CONCRETE FLARED END SECTION EA 600.0000 600.00 0.000 0.00 55 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 0.000 0.00 56 1350 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/06/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:13 AM ESTIMATE NO. 26 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 04/03/04 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/06/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 300 MM GATE VALVE EA 1,250.0000 2,500.00 2.000 2,500.00 58 100 MM IN-LINE BLOWOFF VALVE ASSEMBLY EA 1,250.0000 1,250.00 0.000 0.00 59 WATER QUALITY TREATMENT DEVICE EA 169,600.0000 169,600.00 1.000 169,600.00 60 900 MM PRECAST CONCRETE PIPE INLET M 750.0000 3,750.00 1.500 1,125.00 61 900 MM PRECAST CONCRETE PIPE MANHOLE M 575.0000 13,800.00 23.000 13,225.00 62 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.0000 169,150.00 0.000 0.00 63 CONCRETE (SLOPE PROTECTION) M3 190.0000 475,000.00 0.000 0.00 64 CONCRETE (CONCRETED-ROCK SLOPE M3 130.0000 81,900.00 0.000 0.00 PROTECTION) 65 SLOPE PAVING (LOCATION A) M3 650.0000 126,100.00 0.000 0.00 F) 66 SLOPE PAVING (LOCATION B) M3 800.0000 128,000.00 0.000 0.00 F) 67 ROCK SLOPE PROTECTION FABRIC M 2.0000 5,120.00 0.000 0.00 68 MINOR CONCRETE (MISCELLANEOUS M3 335.0000 525,950.00 329.570 110,405.95 CONSTRUCTION) 69 MINOR CONCRETE (GUTTER DEPRESSION) M3 450.0000 3,150.00 0.000 0.00 70 MINOR CONCRETE (GUTTER) M 45.0000 17,415.00 363.000 16,335.00 F) 71 MINOR CONCRETE (TEXTURED PAVING) M2 60.0000 376,200.00 0.000 0.00 72 MISCELLANEOUS IRON AND STEEL KG 3.5000 134,690.50 12,044.000 42,154.00 SF) 73 MISCELLANEOUS METAL KG 3.5000 82,600.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 74 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 300,000.00 0.000 0.00 SF) 75 MISCELLANEOUS METAL KG 5.0000 257,500.00 12,875.000 64,375.00 SF)(BRIDGE DECK DRAINAGE) 76 CHAIN LINK FENCE (TYPE CL-1.8) M 33.0000 69,201.00 362.000 11,946.00 F) 77 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 335.0000 2,010.00 0.000 0.00 S) 78 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 775.0000 775.00 0.000 0.00 S) 79 DELINEATOR (CLASS 1) EA 30.0000 3,300.00 0.000 0.00 80 OBJECT MARKER (TYPE K-1) EA 30.0000 150.00 0.000 0.00 81 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 1,500.00 0.000 0.00 82 METAL BEAM GUARD RAILING (WOOD POST) M 77.0000 77,000.00 102.900 7,923.30 S) 83 CHAIN LINK RAILING (TYPE 7) M 275.0000 12,925.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 04/06/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:13 AM ESTIMATE NO. 26 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 04/03/04 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/06/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 240.0000 45,840.00 0.000 0.00 SF) 85 CONCRETE BARRIER (TYPE 26 MODIFIED) M 300.0000 63,600.00 0.000 0.00 F) 86 CABLE RAILING M 80.0000 3,920.00 0.000 0.00 S) 87 TERMINAL SYSTEM (TYPE ET) EA 2,300.0000 11,500.00 0.000 0.00 S) 88 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 9,000.00 0.000 0.00 S) 89 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 785.0000 785.00 0.000 0.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 525.0000 1,575.00 0.000 0.00 S) 91 CRASH CUSHION, SAND FILLED EA 4,500.0000 9,000.00 0.000 0.00 S) 92 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 120,000.00 0.000 0.00 S) 93 CONCRETE BARRIER (TYPE 60) M 63.0000 119,700.00 0.000 0.00 94 CONCRETE BARRIER (TYPE 60A) M 63.0000 39,249.00 0.000 0.00 F) 95 CONCRETE BARRIER (TYPE 60C) M 70.0000 28,000.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 60D) M 150.0000 25,500.00 170.000 25,500.00 97 CONCRETE BARRIER (TYPE 60D MODIFIED) M 170.0000 49,300.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 60E) M 310.0000 65,100.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 732 MODIFIED 1) M 90.0000 54,810.00 0.000 0.00 F) 00 CONCRETE BARRIER (TYPE 732 MODIFIED 2) M 150.0000 94,200.00 0.000 0.00 F) 01 CONCRETE BARRIER M 160.0000 29,920.00 0.000 0.00 F) (TYPE 732B MODIFIED 2) 02 CONCRETE BARRIER M 150.0000 94,200.00 0.000 0.00 F) (TYPE 732 MODIFIED 3) 03 CONCRETE BARRIER (BIKE/PEDESTRIAN RAMP) M 155.0000 63,550.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 736A) M 100.0000 45,000.00 0.000 0.00 05 BARRIER MOUNTED IRON RAILING M 400.0000 274,800.00 0.000 0.00 SF)(TYPE 2) 06 BARRIER MOUNTED IRON RAILING M 410.0000 257,480.00 0.000 0.00 SF)(TYPE 3) 07 IRON RAILING (BIKE/PEDESTRIAN RAMP) M 490.0000 200,900.00 0.000 0.00 S) 08 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 27,840.00 0.000 0.00 S) 09 THERMOPLASTIC TRAFFIC STRIPE M 0.3500 31,780.00 1,102.400 385.84 S) (SPRAYABLE) 10 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 15,750.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 04/06/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:13 AM ESTIMATE NO. 26 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 04/03/04 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/06/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 9,219.00 0.000 0.00 S) 12 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 6,636.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 132.50 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 14 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 10,918.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 15 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 418.70 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 16 PAINT TRAFFIC STRIPE (1-COAT) M 0.2700 955.80 0.000 0.00 17 PAINT TRAFFIC STRIPE (2-COAT) M 0.3700 2,249.60 0.000 0.00 S) 18 PAINT PAVEMENT MARKING (1-COAT) M2 19.0000 1,178.00 0.000 0.00 19 PAINT PAVEMENT MARKING (2-COAT) M2 22.0000 6,160.00 0.000 0.00 S) 20 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 25,200.00 3,221.000 4,509.40 S) 21 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 39,360.00 1,996.000 6,387.20 S) 22 TWO 103 MM COMMUNICATION CONDUIT M 87.0000 40,020.00 264.000 22,968.00 (TRENCH IN PAVEMENT) 23 SIGNAL AND LIGHTING (LOCATION 2) LS 91,850.0000 91,850.00 0.000 0.00 S) 24 SIGNAL AND LIGHTING (LOCATION 3) LS 80,245.0000 80,245.00 0.100 8,024.50 S) 25 LIGHTING (TEMPORARY) LS 29,600.0000 29,600.00 0.800 23,680.00 S) 26 LIGHTING (CITY STREET) LS 268,500.0000 268,500.00 0.550 147,675.00 S) 27 LIGHTING AND SIGN ILLUMINATION LS 26,800.0000 26,800.00 0.500 13,400.00 (REMOVAL) 28 LIGHTING AND SIGN ILLUMINATION LS 479,000.0000 479,000.00 0.100 47,900.00 (BRIDGE) 29 INTERCONNECTION SYSTEM LS 18,445.0000 18,445.00 0.400 7,378.00 S) 30 4-103 MM COMMUNICATION CONDUIT M 225.0000 141,750.00 125.000 28,125.00 (BRIDGE) 31 ELECTRIC SERVICE (IRRIGATION) LS 51,500.0000 51,500.00 0.250 12,875.00 32 RAMP METERING SYSTEM LS 200,000.0000 200,000.00 0.300 60,000.00 S) 33 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 20,800.0000 20,800.00 0.000 0.00 34 MODIFY LIGHTING AND SIGN ILLUMINATION LS 324,000.0000 324,000.00 0.450 145,800.00 S) 35 ADJUST POWER POLE TO GRADE EA 5,100.0000 5,100.00 0.000 0.00 36 COMMUNICATION PULL BOX EA 715.0000 5,720.00 3.000 2,145.00 37 SEISMIC MONITORING ELECTRICAL SYSTEM LS 88,800.0000 88,800.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 04/06/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:13 AM ESTIMATE NO. 26 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 04/03/04 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/06/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 INSTALL SEISMIC MONITORING CASING M 850.0000 41,650.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 04/06/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 10:13 AM ESTIMATE NO. 26 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 04/03/04 R.E. NAME: BUHA, DRAGAN DATE OF THIS ESTIMATE 04/06/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 23,167,552.59 ADJUSTMENT OF COMPENSATION 0.00 87,016.67 EXTRA WORK 506,232.20 1,501,192.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 506,232.20 24,755,761.26 39 MOBILIZATION LS 6599,004.0000 6,599,004.00 0.950 6,269,053.80 ORIGINAL CONTRACT AMOUNT 73,642,857.90 TOTAL WORK COMPLETED 506,232.20 31,024,815.06 MATERIALS ON HAND ON SITE 3,802,320.03 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -35,198.40 TOTAL 506,232.20 34,791,936.69 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 05/05/06 429 34 0 1 41% 45% PROGRESS IS SATISFACTORY BUHA, DRAGAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/06/04