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 03/22/06 EST. NO.54 TIME 12:40 PM 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 0658 1,296.12 E.W. @ F.A.(+) 012306 N 5991.0 0660 2,751.38 012506 N 5994.0 0680 545.98 020206 N 6004.0 0681 344.30 020606 N 6007.0 0682 344.30 020706 N 6008.0 0683 344.30 020806 N 6009.0 0684 344.30 020906 N 6010.0 0693 256.22 021506 N 6020.0 0695 650.29 021606 N 6022.0 0696 172.15 021706 N 6025.0 0697 172.15 021806 N 6027.0 0698 172.15 021906 N 6028.0 0699 172.15 022006 N 6030.0 0700 172.15 022106 N 6031.0 0701 280.60 022306 N 6032.0 0702 76.38 022306 N 6033.0 002 0029 1,800.00 E.W. @ F.A.(+) 033005 N 0781.0 004 0001-3 -2,115.76 E.W. @ F.A.(+) 062502 Y 0001.0 DAO CORRECTING ENTRY 0001-4 2,115.76 062502 Y 0001.0 DAO CORRECTING ENTRY 0001-5 -2,115.76 062502 Y 0001.0 DAO CORRECTING ENTRY 0003 4,654.66 061902 N 3 0 012 0002-1 -100,000.00 A.C. @ U.P.(+) 080405 N 2 0 DAO CORRECTING ENTRY 0003 35,588.50 010303 N 3 0 019 0034 472.28 E.W. @ F.A.(+) 021706 N 6024.0 080 0007 2,626.96 E.W. @ F.A.(+) 080505 N 5939.1 084 0030 5,157.72 E.W. @ F.A.(+) 052505 N 5837.1 0031 6,517.86 052605 N 5838.1 0032 1,951.62 052705 N 5839.1 -35,251.24 TOTAL THIS ESTIMATE 5,487,680.02 TOTAL PREVIOUS ESTIMATE 5,452,428.78 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 03/22/06 EST. NO.54 TIME 12:40 PM 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 03/22/06 EST. NO.54 TIME 12:40 PM 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 03/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 12:40 PM ESTIMATE NO. 54 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 03/20/06 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 03/22/06 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 18.000 85,230.00 840.000 3,977,400.00 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 0.010 450.00 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 9,000.00 147.000 11,025.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 22.0000 37,180.00 300.820 6,618.04 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3200 36,800.00 69,298.230 22,175.43 13 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 33,250.00 983.000 34,405.00 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 138,600.00 584.000 122,640.00 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 2.000 2,000.00 6.000 6,000.00 19 ABANDON PIPELINE EA 2,600.0000 23,400.00 2.000 5,200.00 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 03/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 12:40 PM ESTIMATE NO. 54 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 03/20/06 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 03/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 53.000 74.20 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 10,925.00 127.000 14,605.00 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 3.000 150.00 265.200 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 2.000 120.00 167.000 10,020.00 36 REMOVE CONCRETE PAVEMENT M2 3.8000 335,540.00 3,800.000 14,440.00 82,605.000 313,899.00 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 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 1.000 1,200.00 6.000 7,200.00 46 BRIDGE REMOVAL, LOCATION A LS 900,000.0000 900,000.00 0.300 270,000.00 0.800 720,000.00 47 BRIDGE REMOVAL, LOCATION B LS 60,000.0000 60,000.00 0.200 12,000.00 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 03/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 12:40 PM ESTIMATE NO. 54 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 03/20/06 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 03/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,779.000 39,426.75 139,746.000 1,152,904.50 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 2,061.860 9,278.37 F) 56 TRENCH BACKFILL M3 14.0000 37,800.00 2,061.860 28,866.04 F) 57 STRUCTURE EXCAVATION (BRIDGE) M3 23.0000 162,840.00 6,361.970 146,325.31 F) 58 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 454,500.00 110.000 16,500.00 2,292.860 343,929.00 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 8.300 1,577.00 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 1,505,000.00 246,680.000 1,726,760.00 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 27.700 4,155.00 747.700 112,155.00 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 -3,185.000 -235,690.00 1,321.000 97,754.00 PROGRAM CAS145 PAGE 4 DATE 03/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 12:40 PM ESTIMATE NO. 54 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 03/20/06 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 03/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,745.300 936,083.44 78 LEAN CONCRETE BASE M3 96.0000 2,246,400.00 21,706.960 2,083,868.16 79 ASPHALT CONCRETE (TYPE B) TONN 48.3500 1,489,180.00 -1,386.480 -67,036.31 30,968.480 1,497,326.01 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 40,137.50 170.000 10,497.50 321.000 19,821.75 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 22,992.490 3,046,504.93 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 22,306.020 139,412.63 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 1,434.700 51,649.20 94 DRIVE PILE (CLASS 625) EA 750.0000 88,500.00 84.000 63,000.00 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 1,322,500.00 378.330 870,159.00 PILING (1830 MM) 97 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 55,000.0000 990,000.00 8.750 481,250.00 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 3,676,600.00 786.400 2,437,840.00 PILING (2135 MM) 00 DRIVE CAST-IN-STEEL-SHELL CONCRETE PILE EA 60,000.0000 1,980,000.00 15.250 915,000.00 S) (2135 MM) 01 DRIVE STATE FURNISHED EA 65,000.0000 1,950,000.00 2.000 130,000.00 25.250 1,641,250.00 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 03/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 12:40 PM ESTIMATE NO. 54 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 03/20/06 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 03/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 24,320.090 8,293,150.69 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 1,656.670 803,484.95 F) 08 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 609,500.00 13.180 15,157.00 330.890 380,523.50 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 5,127,043.284 5,639,747.61 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 230,788.80 203,740.700 315,798.09 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 51,326.000 384,945.00 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 13,529.000 54,116.00 F) 26 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 27,209.35 13,529.000 4,735.15 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 03/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 12:40 PM ESTIMATE NO. 54 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 03/20/06 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 03/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 73.000 21,900.00 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 5,460.00 112.600 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 1,263.000 202,080.00 44 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 250.900 42,653.00 821.300 139,621.00 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 3,479.000 92,715.35 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 03/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 12:40 PM ESTIMATE NO. 54 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 03/20/06 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 03/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 25.100 14,432.50 62 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.0000 169,150.00 0.000 0.00 63 CONCRETE (SLOPE PROTECTION) M3 190.0000 475,000.00 260.000 49,400.00 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 134,690.50 148.000 518.00 31,284.000 109,494.00 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 12.000 360.00 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 77,000.00 827.100 63,686.70 S) 83 CHAIN LINK RAILING (TYPE 7) M 275.0000 12,925.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 03/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 12:40 PM ESTIMATE NO. 54 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 03/20/06 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 03/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 9,200.00 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 1.000 785.00 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 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 1,255.000 79,065.00 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 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 03/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 12:40 PM ESTIMATE NO. 54 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 03/20/06 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 03/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.500 22.05 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 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 69.000 36.57 520.000 275.60 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 69.000 25.53 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 1.390 30.58 235.510 5,181.22 S) 20 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 25,200.00 120.000 168.00 9,206.000 12,888.40 S) 21 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 39,360.00 460.000 1,472.00 5,985.000 19,152.00 S) 22 TWO 103 MM COMMUNICATION CONDUIT M 87.0000 40,020.00 405.000 35,235.00 (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 0.100 2,960.00 1.000 29,600.00 S) 26 LIGHTING (CITY STREET) LS 268,500.0000 268,500.00 0.100 26,850.00 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 1.000 715.00 6.000 4,290.00 37 SEISMIC MONITORING ELECTRICAL SYSTEM LS 88,800.0000 88,800.00 0.500 44,400.00 PROGRAM CAS145 PAGE 10 DATE 03/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 12:40 PM ESTIMATE NO. 54 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 03/20/06 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 03/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 03/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-0607U4 TIME 12:40 PM ESTIMATE NO. 54 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 03/20/06 R.E. NAME: ALISHAHI, HOOSHANG DATE OF THIS ESTIMATE 03/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 490,603.21 52,625,353.94 ADJUSTMENT OF COMPENSATION -64,411.50 654,522.85 EXTRA WORK 29,160.26 4,797,905.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 455,351.97 58,077,782.72 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 455,351.97 64,676,786.72 MATERIALS ON HAND ON SITE 1,326,940.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -13,112.86 TOTAL 455,351.97 65,990,613.86 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 03/30/07 840 114 135 1 79% 77% PROGRESS IS SATISFACTORY ALISHAHI, HOOSHANG RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 03/22/06