PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/20/06 EST. NO.57 TIME 11:07 AM R.E. NAME: ALISHAHI, HOOSHANG 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 0716 364.30 E.W. @ F.A.(+) 051606 N 6064.0 0717 337.05 051706 N 6067.0 0718 337.05 051806 N 6068.0 0719 337.05 051906 N 6069.0 0720 337.05 052206 N 6072.0 0721 337.05 052306 N 6073.0 0722 337.05 052406 N 6074.0 0723 337.05 052506 N 6075.0 0724 337.05 052606 N 6076.0 0725 337.05 052706 N 6077.0 0726 337.05 052806 N 6078.0 0727 337.05 052906 N 6079.0 0728 337.05 053006 N 6080.0 0729 337.05 053106 N 6081.0 0730 382.05 060106 N 6082.0 0731 1,352.37 053006 N 6084.0 0733 337.05 052006 N 6070.0 0734 337.05 052106 N 6071.0 020 0027 1,659.49 E.W. @ F.A.(+) 050806 N 6062.0 027 0077 154.42 E.W. @ F.A.(+) 050206 Y 1652.0 0080 42.94 050406 Y 1693.0 050 0027 5,412.43 E.W. @ F.A.(+) 050504 N 5403.0 0064 527.73 090904 N 5565.2 090 0283 142.28 E.W. @ F.A.(+) 011306 Y 1635.0 0284 2,146.74 050806 Y 1662.0 110 0001 9,258.40 E.W. @ L.S.(+) 122805 N 0001 0 114 0001 10,784.15 E.W. @ F.A.(+) 020206 N 6000.0 115 0002 264.54 E.W. @ F.A.(+) 020706 N 6066.0 37,547.59 TOTAL THIS ESTIMATE 6,222,638.25 TOTAL PREVIOUS ESTIMATE 6,260,185.84 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/20/06 EST. NO.57 TIME 11:07 AM R.E. NAME: ALISHAHI, HOOSHANG 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 AGGREGATE OUTOF SPEC -7,914.46 28 0.00 -13,112.86 EQUAL EMPLOYMENT OPPORTUNITY FHWA #1391 -10,000.00 47 FHWA #1391 10,000.00 48 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 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 MARCH -10,000.00 27 APRIL -10,000.00 28 MARCH 10,000.00 28 APRIL 10,000.00 30 MAY -10,000.00 30 JUNE -10,000.00 31 JULY -10,000.00 32 AUGUST -10,000.00 33 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 06/20/06 EST. NO.57 TIME 11:07 AM R.E. NAME: ALISHAHI, HOOSHANG 07-0607U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEC, JAN, FEB 30,000.00 33 MAY, JUN, JUL 30,000.00 33 SEPT -10,000.00 34 AUGUST 10,000.00 35 SEPT 10,000.00 35 NOV2 -10,000.00 37 DEC. -10,000.00 38 JAN 05 -10,000.00 39 NOV2 & DEC 20,000.00 39 JAN 05 10,000.00 40 JUNE 05 -10,000.00 44 JULY -10,000.00 46 AUG -10,000.00 47 JULY 10,000.00 47 JUNE 05 10,000.00 47 AUG 10,000.00 48 DEC 05 -10,000.00 50 DEC 05 -10,000.00 51 DEC 05 10,000.00 52 DEC 05 10,000.00 52 0.00 0.00 TOTAL DEDUCTIONS 0.00 -13,112.86 PROGRAM CAS145 PAGE 1 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 11:07 AM ESTIMATE NO. 57 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 06/20/08 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 06/20/06 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 21.000 99,435.00 902.000 4,270,970.00 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 0.900 360,000.00 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 0.800 336,000.00 08 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.930 41,850.00 S) 09 TRAFFIC CONTROL SYSTEM LS 205,000.0000 205,000.00 0.880 180,400.00 S) 10 TYPE III BARRICADE EA 75.0000 9,000.00 127.000 9,525.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 37,180.00 292.020 6,424.44 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3200 36,800.00 65,144.000 20,846.08 13 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 33,250.00 17.000 595.00 968.000 33,880.00 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 31,788.900 1,096,717.05 S) 16 TEMPORARY CRASH CUSHION MODULE EA 210.0000 138,600.00 605.000 127,050.00 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 6.000 6,000.00 19 ABANDON PIPELINE EA 2,600.0000 23,400.00 9.000 23,400.00 20 OBLITERATE SURFACING M2 1.8500 32,745.00 14,284.000 26,425.40 21 REMOVE CHAIN LINK FENCE M 7.0000 14,140.00 3,512.000 24,584.00 22 REMOVE METAL BEAM GUARD RAILING M 16.5000 15,345.00 1,327.900 21,910.35 PROGRAM CAS145 PAGE 2 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 11:07 AM ESTIMATE NO. 57 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 06/20/08 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 22,078.000 30,909.20 25 REMOVE PAVEMENT MARKING M2 17.0000 1,190.00 126.380 2,148.46 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.4000 58,520.00 5,292.000 7,408.80 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.9000 16,226.00 1,713.830 3,256.28 STRIPE 28 REMOVE PAVEMENT MARKER EA 0.5300 5,724.00 7,260.000 3,847.80 29 REMOVE ROADSIDE SIGN EA 115.0000 10,925.00 123.000 14,145.00 30 REMOVE SIGN STRUCTURE EA 2,600.0000 31,200.00 13.000 33,800.00 31 REMOVE OVERSIDE DRAIN EA 600.0000 3,000.00 15.000 9,000.00 32 REMOVE CULVERT EA 1,800.0000 16,200.00 7.000 12,600.00 33 REMOVE PIPE M 50.0000 4,600.00 265.200 13,260.00 34 REMOVE INLET EA 750.0000 3,750.00 7.000 5,250.00 35 REMOVE RETAINING WALL M3 60.0000 10,800.00 167.000 10,020.00 36 REMOVE CONCRETE PAVEMENT M2 3.8000 335,540.00 85,275.000 324,045.00 37 REMOVE BLOCK WALL M 300.0000 1,830.00 0.000 0.00 38 SALVAGE METAL BRIDGE RAILING M 15.0000 13,725.00 524.500 7,867.50 916.000 13,740.00 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 3.000 300.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 4,380.00 1,066.000 3,198.00 S) (45 MM MAXIMUM) 43 REMOVE CONCRETE M3 29.4500 13,547.00 2,715.550 79,972.95 44 REMOVE CONCRETE BARRIER (TYPE K) M 7.0000 5,530.00 793.000 5,551.00 45 CAP INLET EA 1,200.0000 7,200.00 6.000 7,200.00 46 BRIDGE REMOVAL, LOCATION A LS 900,000.0000 900,000.00 0.900 810,000.00 47 BRIDGE REMOVAL, LOCATION B LS 60,000.0000 60,000.00 1.000 60,000.00 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 0.980 63,700.00 PROGRAM CAS145 PAGE 3 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 11:07 AM ESTIMATE NO. 57 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 06/20/08 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.650 26,000.00 51 GEOTEXTILE FABRIC M2 2.0000 2,660.00 2,090.000 4,180.00 52 ROADWAY EXCAVATION M3 8.2500 607,200.00 142,377.000 1,174,610.25 53 ROADWAY EXCAVATION (TYPE Y) M3 9.6500 515,310.00 50,847.000 490,673.55 (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 2,639.790 11,879.06 F) 56 TRENCH BACKFILL M3 14.0000 37,800.00 2,639.790 36,957.06 F) 57 STRUCTURE EXCAVATION (BRIDGE) M3 23.0000 162,840.00 212.000 4,876.00 6,573.970 151,201.31 F) 58 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 454,500.00 2,456.860 368,529.00 F) 59 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.8500 14,322.50 2,109.000 35,536.65 F) 60 STRUCTURE EXCAVATION (TYPE Y) M3 24.0000 15,360.00 640.000 15,360.00 F) (AERIALLY DEPOSITED LEAD) 61 STRUCTURE BACKFILL (BRIDGE) M3 31.5000 246,330.00 6,725.350 211,848.53 F) 62 STRUCTURE BACKFILL (RETAINING WALL) M3 32.2500 40,473.75 1,866.000 60,178.50 F) 63 STRUCTURE BACKFILL (TYPE Y) M3 49.0000 19,110.00 390.000 19,110.00 F) (AERIALLY DEPOSITED LEAD) 64 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 14,000.00 200.000 14,000.00 WALL) 65 SAND BACKFILL M3 190.0000 6,650.00 56.000 10,640.00 66 EARTH RETAINING STRUCTURE M2 378.0000 544,320.00 1,440.000 544,320.00 F) 67 EMBANKMENT M3 7.0000 1,505,000.00 238,180.000 1,667,260.00 68 MULCH M3 26.5000 25,440.00 0.000 0.00 S) 69 FIBER (EROSION CONTROL) KG 0.4300 1,367.40 1,900.000 817.00 S) 70 COMPOST (EROSION CONTROL) KG 0.4300 5,848.00 8,008.300 3,443.57 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 96.660 13,339.08 S) 73 300 MM CORRUGATED HIGH DENSITY M 150.0000 78,000.00 761.400 114,210.00 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 39,220.00 221.000 16,354.00 PROGRAM CAS145 PAGE 4 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 11:07 AM ESTIMATE NO. 57 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 06/20/08 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 40,583.100 1,006,460.88 78 LEAN CONCRETE BASE M3 96.0000 2,246,400.00 24,106.000 2,314,176.00 79 ASPHALT CONCRETE (TYPE B) TONN 48.3500 1,489,180.00 28,178.560 1,362,433.38 80 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 8.0000 16,000.00 1,267.000 10,136.00 AREA) 81 ASPHALT CONCRETE (TEXTURED PAVING) M2 61.7500 40,137.50 471.000 29,084.25 82 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.8000 5,088.00 1,292.000 6,201.60 83 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.8000 672.00 133.600 641.28 84 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.8000 11,904.00 2,344.600 11,254.08 85 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.8000 912.00 233.700 1,121.76 86 CONCRETE PAVEMENT M3 132.5000 3,524,500.00 3,002.420 397,820.65 27,886.910 3,695,015.58 87 CONCRETE PAVEMENT (RAMP TERMINI) M3 160.0000 91,200.00 1,479.400 236,704.00 88 SEAL PAVEMENT JOINT M 6.2500 314,375.00 22,568.020 141,050.13 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 73,440.00 264.240 9,512.64 1,698.940 61,161.84 94 DRIVE PILE (CLASS 625) EA 750.0000 88,500.00 16.000 12,000.00 100.000 75,000.00 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 1,322,500.00 120.800 277,840.00 561.030 1,290,369.00 PILING (1830 MM) 97 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 55,000.0000 990,000.00 2.000 110,000.00 11.250 618,750.00 S) PILE (1830 MM) 98 DRIVE STATE FURNISHED EA 55,000.0000 935,000.00 15.000 825,000.00 S) CAST-IN-STEEL-SHELL CONCRETE PILE (1830 MM) 99 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 3,100.0000 3,676,600.00 216.600 671,460.00 1,075.200 3,333,120.00 PILING (2135 MM) 00 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 60,000.0000 1,980,000.00 1.250 75,000.00 16.500 990,000.00 S) (2135 MM) 01 DRIVE STATE FURNISHED EA 65,000.0000 1,950,000.00 27.750 1,803,750.00 S) CAST-IN-STEEL-SHELL CONCRETE PILE (2135 MM) 02 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1200,000.0000 1,200,000.00 0.728 873,600.00 S) PROGRAM CAS145 PAGE 5 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 11:07 AM ESTIMATE NO. 57 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 06/20/08 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,409.460 422,838.00 F) 04 STRUCTURAL CONCRETE, BRIDGE M3 341.0000 12,214,620.00 106.060 36,166.46 24,550.550 8,371,737.55 F) 05 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 354,000.00 1,046.000 418,400.00 F) 06 STRUCTURAL CONCRETE, APPROACH SLAB M3 220.0000 133,100.00 513.000 112,860.00 F) (TYPE N) 07 CLASS 1 CONCRETE (BOX CULVERT) M3 485.0000 760,480.00 2,084.570 1,011,016.45 F) 08 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 609,500.00 3.510 4,036.50 334.400 384,560.00 F) 09 MINOR CONCRETE (CONCRETE DRAIN) M3 450.0000 6,750.00 12.500 5,625.00 F) 10 MINOR CONCRETE (BACKFILL) M3 160.0000 11,360.00 68.140 10,902.40 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 45.000 6,750.00 F) 13 PTFE SPHERICAL BEARING EA 1,800.0000 97,200.00 37.000 66,600.00 S) 14 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 69,000.00 48.294 48,294.00 S) 15 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,300.0000 83,200.00 20.000 26,000.00 S) 16 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 132,000.00 45.294 90,588.00 S) 17 JOINT SEAL (MR 50 MM) M 120.0000 27,120.00 214.000 25,680.00 S) 18 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 7,708,800.00 177,663.000 195,429.30 5,629,095.284 6,192,004.81 SF) 19 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 65,577.50 40,181.000 100,452.50 SF) 20 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5500 230,788.80 264,206.700 409,520.39 SF) 21 HEADED BAR REINFORCEMENT EA 28.0000 120,400.00 2,924.000 81,872.00 SF) 22 ISOLATION CASING KG 7.5000 525,000.00 2,309.000 17,317.50 53,635.000 402,262.50 SF) 23 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 35,000.00 3,178.000 15,890.00 F) 24 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.4500 3,150.00 3,178.000 1,430.10 SF) 25 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 310,964.00 28,568.000 114,272.00 F) 26 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 27,209.35 28,568.000 9,998.80 SF) 27 760 MM CAST-IN-DRILLED-HOLE M 700.0000 12,600.00 11.000 7,700.00 S) CONCRETE PILE (SIGN FOUNDATION) 28 920 MM CAST-IN-DRILLED-HOLE M 825.0000 56,100.00 66.900 55,192.50 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 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 11:07 AM ESTIMATE NO. 57 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 06/20/08 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 19.000 5,700.00 61.000 18,300.00 31 ROADSIDE SIGN - TWO POST EA 1,300.0000 33,800.00 13.000 16,900.00 13.000 16,900.00 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 5,460.00 112.600 15,764.00 36 600 MM ALTERNATIVE PIPE CULVERT M 160.0000 280,000.00 1,621.700 259,472.00 37 750 MM ALTERNATIVE PIPE CULVERT M 190.0000 45,600.00 249.900 47,481.00 38 900 MM ALTERNATIVE PIPE CULVERT M 215.0000 34,400.00 161.600 34,744.00 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 1,266.100 202,576.00 44 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 859.700 146,149.00 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 16,275.00 169.500 29,662.50 (2.01 MM THICK) 48 100 MM PLASTIC PIPE (EDGE DRAIN) M 26.6500 103,935.00 3,759.000 100,177.35 49 100 MM PLASTIC PIPE M 40.0000 15,200.00 229.500 9,180.00 (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 1.000 600.00 56 1350 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 11:07 AM ESTIMATE NO. 57 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 06/20/08 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.500 1,875.00 61 900 MM PRECAST CONCRETE PIPE MANHOLE M 575.0000 13,800.00 27.560 15,847.00 62 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.0000 169,150.00 0.000 0.00 63 CONCRETE (SLOPE PROTECTION) M3 190.0000 475,000.00 400.000 76,000.00 660.000 125,400.00 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 128,000.00 160.000 128,000.00 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 1,279.300 428,565.50 CONSTRUCTION) 69 MINOR CONCRETE (GUTTER DEPRESSION) M3 450.0000 3,150.00 0.000 0.00 70 MINOR CONCRETE (GUTTER) M 45.0000 17,415.00 433.500 19,507.50 F) 71 MINOR CONCRETE (TEXTURED PAVING) M2 60.0000 376,200.00 5,421.700 325,302.00 72 MISCELLANEOUS IRON AND STEEL KG 3.5000 134,690.50 32,584.000 114,044.00 SF) 73 MISCELLANEOUS METAL KG 3.5000 82,600.00 16,756.000 58,646.00 SF)(RESTRAINER - CABLE TYPE) 74 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 300,000.00 46,000.000 230,000.00 SF) 75 MISCELLANEOUS METAL KG 5.0000 257,500.00 45,750.000 228,750.00 SF)(BRIDGE DECK DRAINAGE) 76 CHAIN LINK FENCE (TYPE CL-1.8) M 33.0000 69,201.00 1,349.000 44,517.00 F) 77 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 335.0000 2,010.00 5.000 1,675.00 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 20.000 600.00 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 77,000.00 842.300 64,857.10 S) 83 CHAIN LINK RAILING (TYPE 7) M 275.0000 12,925.00 46.000 12,650.00 PROGRAM CAS145 PAGE 8 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 11:07 AM ESTIMATE NO. 57 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 06/20/08 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 45,840.00 172.000 41,280.00 SF) 85 CONCRETE BARRIER (TYPE 26 MODIFIED) M 300.0000 63,600.00 233.000 69,900.00 F) 86 CABLE RAILING M 80.0000 3,920.00 24.000 1,920.00 S) 87 TERMINAL SYSTEM (TYPE ET) EA 2,300.0000 11,500.00 6.000 13,800.00 S) 88 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 9,000.00 4.000 7,200.00 S) 89 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 785.0000 785.00 4.000 3,140.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 525.0000 1,575.00 1.000 525.00 S) 91 CRASH CUSHION, SAND FILLED EA 4,500.0000 9,000.00 1.000 4,500.00 1.000 4,500.00 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 1,255.000 79,065.00 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 49,300.00 200.000 34,000.00 F) 98 CONCRETE BARRIER (TYPE 60E) M 310.0000 65,100.00 95.000 29,450.00 99 CONCRETE BARRIER (TYPE 732 MODIFIED 1) M 90.0000 54,810.00 565.550 50,899.50 F) 00 CONCRETE BARRIER (TYPE 732 MODIFIED 2) M 150.0000 94,200.00 596.600 89,490.00 F) 01 CONCRETE BARRIER M 160.0000 29,920.00 168.300 26,928.00 F) (TYPE 732B MODIFIED 2) 02 CONCRETE BARRIER M 150.0000 94,200.00 600.000 90,000.00 F) (TYPE 732 MODIFIED 3) 03 CONCRETE BARRIER (BIKE/PEDESTRIAN RAMP) M 155.0000 63,550.00 431.650 66,905.75 04 CONCRETE BARRIER (TYPE 736A) M 100.0000 45,000.00 370.000 37,000.00 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 27,840.00 537.020 17,184.64 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 9,945.460 6,961.82 S) PROGRAM CAS145 PAGE 9 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 11:07 AM ESTIMATE NO. 57 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 06/20/08 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,307.200 6,945.12 S) 12 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 6,636.00 1,477.120 3,101.95 S) (BROKEN 3.66 M - 0.92 M) 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 132.50 78.000 41.34 S) (BROKEN 1.83 M - 0.30 M) 14 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 10,918.00 7,095.400 3,760.56 S) (BROKEN 10.98 M - 3.66 M) 15 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5300 418.70 520.000 275.60 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 4,383.000 1,621.71 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 6,160.00 235.510 5,181.22 S) 20 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 25,200.00 9,206.000 12,888.40 S) 21 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 39,360.00 5,985.000 19,152.00 S) 22 TWO 103 MM COMMUNICATION CONDUIT M 87.0000 40,020.00 460.000 40,020.00 (TRENCH IN PAVEMENT) 23 SIGNAL AND LIGHTING (LOCATION 2) LS 91,850.0000 91,850.00 1.000 91,850.00 S) 24 SIGNAL AND LIGHTING (LOCATION 3) LS 80,245.0000 80,245.00 1.000 80,245.00 S) 25 LIGHTING (TEMPORARY) LS 29,600.0000 29,600.00 1.000 29,600.00 S) 26 LIGHTING (CITY STREET) LS 268,500.0000 268,500.00 1.000 268,500.00 S) 27 LIGHTING AND SIGN ILLUMINATION LS 26,800.0000 26,800.00 1.000 26,800.00 (REMOVAL) 28 LIGHTING AND SIGN ILLUMINATION LS 479,000.0000 479,000.00 0.930 445,470.00 (BRIDGE) 29 INTERCONNECTION SYSTEM LS 18,445.0000 18,445.00 0.950 17,522.75 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 1.000 51,500.00 32 RAMP METERING SYSTEM LS 200,000.0000 200,000.00 0.780 156,000.00 S) 33 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 20,800.0000 20,800.00 1.000 20,800.00 34 MODIFY LIGHTING AND SIGN ILLUMINATION LS 324,000.0000 324,000.00 0.900 291,600.00 S) 35 ADJUST POWER POLE TO GRADE EA 5,100.0000 5,100.00 1.000 5,100.00 36 COMMUNICATION PULL BOX EA 715.0000 5,720.00 6.000 4,290.00 37 SEISMIC MONITORING ELECTRICAL SYSTEM LS 88,800.0000 88,800.00 0.700 62,160.00 PROGRAM CAS145 PAGE 10 DATE 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 11:07 AM ESTIMATE NO. 57 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 06/20/08 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 06/20/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 11:07 AM ESTIMATE NO. 57 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 06/20/08 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 06/20/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,022,456.55 56,661,261.30 ADJUSTMENT OF COMPENSATION 0.00 716,199.50 EXTRA WORK 37,547.59 5,543,986.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,060,004.14 62,921,447.14 39 MOBILIZATION LS 6599,004.0000 6,599,004.00 1.000 6,599,004.00 ORIGINAL CONTRACT AMOUNT 73,642,857.90 TOTAL WORK COMPLETED 2,060,004.14 69,520,451.14 MATERIALS ON HAND ON SITE 134,526.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -13,112.86 TOTAL 2,060,004.14 69,641,864.28 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 03/30/07 902 116 135 1 84% 82% PROGRESS IS SATISFACTORY ALISHAHI, HOOSHANG RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/06