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 01/20/07 EST. NO.10 TIME 07:35 AM R.E. NAME: HATEFI, AMIR 04-263704 --------------------------------------------------------------------------- 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 0043 1,664.73 E.W. @ F.A.(+) 110706 N 0079 0 0045 718.12 111606 Y 0081.0 002 0007 169.60 A.C. @ U.P.(+) 111906 Y 0082.0 003 0008 683.91 E.W. @ F.A.(+) 101306 Y 0063.0 0009 200.00 112206 Y 0087.1 004 0005 1,200.00 E.W. @ F.A.(+) 092806 Y 0083.0 0006 725.00 112006 Y 0084.0 0007 187.50 120406 Y 0085.0 007 0001 40,663.61 A.C. @ L.S.(+) 122106 N 0701 0 012 0003 608.39 E.W. @ U.P (+) 042406 N 1203 0 032 0001 2,800.00 E.W. @ F.A.(+) 092306 Y 0086.0 49,620.86 TOTAL THIS ESTIMATE 853,462.32 TOTAL PREVIOUS ESTIMATE 903,083.18 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 01/20/07 EST. NO.10 TIME 07:35 AM R.E. NAME: HATEFI, AMIR 04-263704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE OPNING -34,200.00 02 SWPPP VIOLATION -25,054.84 02 LATE CLOSURE OPENIN 34,200.00 04 SWPPP VIOLATION 25,054.84 04 SWPPP VIOLATION -39,520.73 06 SWPPP VIOLATION 39,250.73 07 SWPPP VIOLATION 270.00 08 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:35 AM ESTIMATE NO. 10 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 01/20/07 LOCATION PROGRESS ESTIMATE 04-CC-80-9.8/12.9 ----------------- C C MYERS INC IN CONTRA COSTA COUNTY NEAR P O BOX 2948 HERCULES FROM 0.2 KM WEST OF 80 AND RANCHO CORDOVA CA 957412948 4 SEPARATION TO 0.3 KM EAST OF CUMMINGS SKYWAY OVERCROSSING FED. AID NO. ACIM-080 -1(107)N WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 9,000.0000 9,000.00 0.750 6,750.00 02 TIME-RELATED OVERHEAD LS 500,000.0000 500,000.00 1.000 500,000.00 03 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.980 98,000.00 05 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.700 21,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.850 63,750.00 S) 07 TYPE III BARRICADE EA 150.0000 1,800.00 12.000 1,800.00 S) 08 TEMPORARY TRAFFIC STRIPE (TAPE) M 8.5000 84,150.00 300.300 2,552.55 10,468.610 88,983.19 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,400.00 151.000 6,040.00 S) 10 TEMPORARY PAVEMENT MARKER EA 8.5000 43,350.00 4,240.000 36,040.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.945 14,175.00 S) 12 TEMPORARY RAILING (TYPE K) M 70.0000 315,000.00 362.210 25,354.70 3,677.830 257,448.10 13 TEMPORARY CRASH CUSHION MODULE EA 300.0000 27,600.00 4.200 1,260.00 63.000 18,900.00 S) 14 ABANDON CULVERT EA 1,000.0000 5,000.00 0.000 0.00 15 OBLITERATE SURFACING M2 5.0000 2,000.00 393.500 1,967.50 16 REMOVE CHAIN LINK FENCE M 5.0000 1,050.00 196.150 980.75 17 REMOVE ENTRANCE TAPER EA 250.0000 2,750.00 2.000 500.00 10.000 2,500.00 18 REMOVE METAL BEAM GUARD RAILING M 25.0000 6,000.00 167.400 4,185.00 19 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 7.0000 29,470.00 4,659.750 32,618.25 STRIPE 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7500 2,222.50 1,588.410 2,779.72 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 1,000.00 45.650 913.00 22 REMOVE PAVEMENT MARKER EA 1.0000 4,320.00 3,755.000 3,755.00 PROGRAM CAS145 PAGE 2 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:35 AM ESTIMATE NO. 10 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 150.0000 1,050.00 3.000 450.00 24 REMOVE SIGN STRUCTURE EA 4,500.0000 4,500.00 1.000 4,500.00 25 REMOVE ASPHALT CONCRETE DIKE M 5.0000 1,150.00 285.000 1,425.00 26 REMOVE PIPE M 50.0000 2,600.00 27.900 1,395.00 27 REMOVE INLET EA 650.0000 9,100.00 5.000 3,250.00 28 REMOVE HEADWALL EA 800.0000 800.00 0.000 0.00 29 REMOVE DOWNDRAIN EA 500.0000 6,500.00 2.000 1,000.00 12.000 6,000.00 30 REMOVE MANHOLE EA 1,200.0000 7,200.00 1.000 1,200.00 31 REMOVE ASPHALT CONCRETE SURFACING M2 9.0000 3,060.00 0.000 0.00 32 SALVAGE ROADSIDE SIGN PANEL EA 250.0000 1,750.00 0.000 0.00 33 RECONSTRUCT METAL BEAM GUARD RAILING M 125.0000 1,000.00 0.000 0.00 S) (WOOD POST) 34 RELOCATE ROADSIDE SIGN EA 300.0000 3,600.00 0.000 0.00 35 ADJUST MONUMENT TO GRADE EA 500.0000 500.00 0.000 0.00 36 ADJUST INLET EA 1,200.0000 3,600.00 0.000 0.00 37 ADJUST MANHOLE EA 750.0000 750.00 0.000 0.00 38 ADJUST UTILITY COVER TO GRADE EA 500.0000 4,000.00 0.000 0.00 39 MODIFY INLET EA 1,500.0000 3,000.00 1.000 1,500.00 40 MODIFY MANHOLE EA 2,000.0000 2,000.00 1.000 2,000.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 21,400.00 0.000 0.00 S) 42 REMOVE CONCRETE CURB M 12.0000 2,280.00 15.100 181.20 43 REMOVE CONCRETE (CURB AND GUTTER) M 15.0000 4,800.00 44.771 671.57 383.314 5,749.71 44 REMOVE CONCRETE SIDEWALK M2 20.0000 2,800.00 44.700 894.00 119.000 2,380.00 45 REMOVE CONCRETE BARRIER M 25.0000 750.00 43.000 1,075.00 46 CLEAN BRIDGE DECK M2 4.0000 6,536.00 0.000 0.00 47 REMOVE CRASH CUSHION EA 3,500.0000 3,500.00 1.000 3,500.00 48 BRIDGE REMOVAL, LOCATION A LS 165,000.0000 165,000.00 0.995 164,175.00 49 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 0.550 27,500.00 PROGRAM CAS145 PAGE 3 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:35 AM ESTIMATE NO. 10 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 51 ROADWAY EXCAVATION M3 25.1500 1,383,250.00 39,746.410 999,622.21 52 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 53 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 50,480.00 631.000 50,480.00 F) 54 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 70.0000 141,050.00 1,661.000 116,270.00 F) 55 STRUCTURE BACKFILL (BRIDGE) M3 125.0000 63,500.00 98.000 12,250.00 478.000 59,750.00 F) 56 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 100.0000 7,800.00 0.000 0.00 F) 57 PERVIOUS BACKFILL MATERIAL M3 125.0000 2,750.00 12.000 1,500.00 58 SAND BACKFILL M3 110.0000 1,760.00 0.000 0.00 59 DITCH EXCAVATION M3 12.0000 1,920.00 51.600 619.20 153.600 1,843.20 60 SOIL NAIL ASSEMBLY M 55.0000 493,075.00 7,613.000 418,715.00 S) 61 IMPORTED MATERIAL (SHOULDER BACKING) M3 25.0000 2,200.00 88.000 2,200.00 62 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.000 0.00 S) 63 METAL SILHOUETTE LS 100,000.0000 100,000.00 0.000 0.00 64 EROSION CONTROL (NETTING) M2 10.0000 9,700.00 409.000 4,090.00 S) 65 STRAW (EROSION CONTROL) TONN 350.0000 3,850.00 0.050 17.50 6.750 2,362.50 S) 66 FIBER (EROSION CONTROL) KG 1.0000 5,210.00 25.000 25.00 2,937.970 2,937.97 S) 67 FIBER ROLLS M 40.0000 112,800.00 365.850 14,634.00 S) 68 COMPOST (EROSION CONTROL) KG 1.0000 10,500.00 62.000 62.00 2,976.000 2,976.00 S) 69 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 4,000.00 1.000 2,000.00 2.000 4,000.00 70 PURE LIVE SEED TYPE 1 (EROSION CONTROL) KG 115.0000 5,635.00 0.455 52.33 34.725 3,993.38 S) 71 PURE LIVE SEED TYPE 2 (EROSION CONTROL) KG 65.0000 8,450.00 0.000 0.00 S) 72 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 3,140.00 7.500 15.00 852.500 1,705.00 S) 73 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,200.00 2.000 6.00 251.450 754.35 S) 74 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 75 IRRIGATION SYSTEM LS 20,000.0000 20,000.00 0.160 3,200.00 S) 76 WATER METER EA 30,000.0000 90,000.00 1.300 39,000.00 PROGRAM CAS145 PAGE 4 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:35 AM ESTIMATE NO. 10 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 200 MM CORRUGATED HIGH DENSITY M 130.0000 5,590.00 8.000 1,040.00 S) POLYETHYLENE PIPE CONDUIT 78 CLASS 4 AGGREGATE SUBBASE M3 50.0000 245,000.00 3,158.600 157,930.00 79 CLASS 2 AGGREGATE BASE M3 100.0000 800.00 0.000 0.00 80 CLASS 3 AGGREGATE BASE M3 50.0000 85,000.00 251.300 12,565.00 81 LEAN CONCRETE BASE M3 230.0000 851,000.00 2,240.900 515,407.00 82 REPLACE ASPHALT CONCRETE SURFACING M3 175.0000 875.00 4.100 717.50 83 ASPHALT CONCRETE (TYPE A) TONN 85.0000 238,000.00 27.180 2,310.30 2,655.480 225,715.80 84 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 130.0000 170,300.00 0.000 0.00 85 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 525.00 65.250 1,631.25 65.250 1,631.25 AREA) 86 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 8,100.00 702.700 4,216.20 87 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 720.00 57.620 345.72 88 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 11,340.00 1,089.330 6,535.98 89 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 198.00 20.430 122.58 90 CONCRETE PAVEMENT M3 350.0000 2,397,500.00 4,365.000 1,527,750.00 91 SEAL PAVEMENT JOINT M 3.5000 27,685.00 3,408.200 11,928.70 92 SEAL LONGITUDINAL ISOLATION JOINT M 5.5000 17,765.00 2,436.000 13,398.00 93 SEAL LONGITUDINAL JOINT M 5.0000 11,350.00 2,086.000 10,430.00 94 1380 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 212,500.00 88.900 222,250.00 S) PILING 95 FURNISH PILING (CLASS 625) M 150.0000 50,250.00 272.000 40,800.00 96 DRIVE PILE (CLASS 625) EA 5,000.0000 50,000.00 10.000 50,000.00 S) 97 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 280,000.00 2,240.000 280,000.00 S) PILING (SOUND WALL) 98 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 185.0000 2,590.00 14.000 2,590.00 S) PILING (SOUND WALL) 99 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 80,700.00 269.000 80,700.00 F) 00 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 271,000.00 32.000 32,000.00 233.000 233,000.00 F) 01 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 434,000.00 868.000 434,000.00 F) 02 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 171,600.00 8.600 11,180.00 81.249 105,623.70 F) 03 MINOR CONCRETE (SOUND WALL) M3 550.0000 93,500.00 169.000 92,950.00 PROGRAM CAS145 PAGE 5 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:35 AM ESTIMATE NO. 10 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FRACTURED RIB TEXTURE (MODIFIED) M2 125.0000 356,625.00 2,853.000 356,625.00 05 DRILL AND BOND DOWEL M 100.0000 800.00 7.500 750.00 06 FURNISH PRECAST PRESTRESSED CONCRETE EA 20,000.0000 480,000.00 0.230 4,600.00 23.980 479,600.00 S) BOX GIRDER (25 M - 30 M) 07 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 300.0000 7,200.00 24.000 7,200.00 S) GIRDER 08 REFINISH BRIDGE DECK M2 350.0000 10,150.00 0.000 0.00 09 SOUND WALL (MASONRY BLOCK) M2 230.0000 929,200.00 3,990.000 917,700.00 SF) 10 JOINT SEAL (MR 30 MM) M 110.0000 2,970.00 0.000 0.00 S) 11 JOINT SEAL (MR 15 MM) M 100.0000 1,800.00 0.000 0.00 S) 12 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 195,600.00 4,640.000 11,600.00 72,880.000 182,200.00 SF) 13 BAR REINFORCING STEEL (RETAINING WALL) KG 3.5000 324,800.00 77,800.000 272,300.00 SF) 14 SHOTCRETE M3 600.0000 212,400.00 205.000 123,000.00 15 TREAT BRIDGE DECK M2 4.0000 6,536.00 0.000 0.00 16 FURNISH BRIDGE DECK TREATMENT MATERIAL L 18.0000 11,754.00 0.000 0.00 (LOW ODOR) 17 FURNISH STRUCTURAL STEEL (BRIDGE) KG 5.5000 124,850.00 -60.000 -330.00 22,640.000 124,520.00 F) 18 ERECT STRUCTURAL STEEL (BRIDGE) KG 2.0000 45,400.00 22,700.000 45,400.00 SF) 19 FURNISH SIGN STRUCTURE (TRUSS) KG 16.0000 292,000.00 6,511.000 104,176.00 F) 20 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 18,250.00 6,511.000 6,511.00 SF) 21 920 MM CAST-IN-DRILLED-HOLE M 1,800.0000 46,800.00 -26.560 -47,808.00 19.500 35,100.00 S) CONCRETE PILE (SIGN FOUNDATION) 22 METAL (BARRIER MOUNTED SIGN) KG 35.0000 25,200.00 0.000 0.00 23 ROADSIDE SIGN - ONE POST EA 450.0000 1,350.00 0.000 0.00 24 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 500.00 0.000 0.00 METHOD) 25 INSTALL ROADSIDE SIGN PANEL ON EA 500.0000 2,500.00 0.000 0.00 EXISTING POST 26 CLEAN AND PAINT STRUCTURAL STEEL LS 30,000.0000 30,000.00 0.000 0.00 S) 27 WORK AREA MONITORING LS 1,500.0000 1,500.00 0.000 0.00 S) 28 450 MM REINFORCED CONCRETE PIPE M 260.0000 624,000.00 1,584.400 411,944.00 29 750 MM REINFORCED CONCRETE PIPE M 300.0000 8,700.00 8.000 2,400.00 30 GEOCOMPOSITE DRAIN M2 30.0000 10,560.00 269.000 8,070.00 PROGRAM CAS145 PAGE 6 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:35 AM ESTIMATE NO. 10 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FILTER FABRIC M2 1.0000 11,800.00 8,318.800 8,318.80 32 CLASS 3 PERMEABLE MATERIAL M3 80.0000 198,400.00 865.740 69,259.20 33 200 MM ALTERNATIVE PIPE UNDERDRAIN M 110.0000 150,700.00 618.000 67,980.00 34 300 MM BITUMINOUS COATED CORRUGATED M 140.0000 43,400.00 210.100 29,414.00 STEEL PIPE DOWNDRAIN (1.63 MM THICK) 35 300 MM DOWNDRAIN SLIP JOINT EA 450.0000 5,850.00 7.000 3,150.00 36 300 MM ANCHOR ASSEMBLY EA 175.0000 7,350.00 27.000 4,725.00 37 300 MM TO 200 MM CORRUGATED STEEL EA 200.0000 200.00 1.000 200.00 REDUCER (1.63 MM THICK) 38 GRATED LINE DRAIN M 380.0000 357,200.00 535.000 203,300.00 39 200 MM STEEL CASING M 75.0000 8,850.00 118.000 8,850.00 F) 40 250 MM STEEL CASING M 90.0000 5,310.00 59.000 5,310.00 F) 41 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 200.0000 1,600.00 0.000 0.00 42 300 MM BITUMINOUS COATED STEEL EA 100.0000 800.00 4.000 400.00 FLARED END SECTION 43 ROCK SLOPE PROTECTION M3 115.0000 4,140.00 17.600 2,024.00 (FACING, METHOD B) 44 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 64.0000 3,008.00 0.000 0.00 45 SLOPE PAVING (CONCRETE) M3 900.0000 109,800.00 0.000 0.00 F) 46 MINOR CONCRETE (DITCH LINING) M3 900.0000 44,100.00 0.000 0.00 47 ROCK SLOPE PROTECTION FABRIC M2 5.0000 950.00 58.400 292.00 48 MINOR CONCRETE (CURB) M 80.0000 8,000.00 0.000 0.00 49 MINOR CONCRETE (MISCELLANEOUS M3 1,000.0000 59,000.00 34.710 34,710.00 CONSTRUCTION) 50 MINOR CONCRETE (CURB AND GUTTER) M 80.0000 8,800.00 0.000 0.00 51 MINOR CONCRETE (CURB AND SIDEWALK) M3 500.0000 650.00 0.000 0.00 52 MINOR CONCRETE (DRIVEWAY) M3 750.0000 2,100.00 0.000 0.00 53 MINOR CONCRETE (GUTTER) M3 1,000.0000 35,000.00 0.000 0.00 54 MINOR CONCRETE (SIDEWALK) M3 400.0000 4,000.00 0.000 0.00 55 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 62,000.00 260.000 26,000.00 56 MINOR CONCRETE (CURB RAMP) M3 450.0000 1,215.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:35 AM ESTIMATE NO. 10 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 MISCELLANEOUS IRON AND STEEL KG 2.0000 27,824.00 8,140.000 16,280.00 SF) 58 MISCELLANEOUS METAL KG 12.0000 6,624.00 5.000 60.00 552.000 6,624.00 SF)(RESTRAINER - CABLE TYPE) 59 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 132,904.00 12,971.000 103,768.00 SF) 60 CHAIN LINK FENCE (TYPE CL-1.8) M 150.0000 25,500.00 0.000 0.00 S) 61 CHAIN LINK FENCE (TYPE CL-1.8, M 150.0000 64,950.00 0.000 0.00 SF)VINYL-CLAD) 62 CHAIN LINK GATE EA 1,800.0000 1,800.00 0.000 0.00 S) 63 DELINEATOR (CLASS 1) EA 50.0000 3,250.00 0.000 0.00 64 OBJECT MARKER (TYPE K-1) EA 50.0000 50.00 0.000 0.00 65 METAL BEAM GUARD RAILING (STEEL POST) M 40.0000 2,280.00 38.100 1,524.00 S) 66 CHAIN LINK RAILING (TYPE 7) M 100.0000 14,800.00 0.000 0.00 SF) 67 PEDESTRIAN BARRICADE EA 750.0000 750.00 0.000 0.00 68 CONCRETE BARRIER (TYPE 26) M 550.0000 40,700.00 74.000 40,700.00 74.000 40,700.00 F) 69 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 7,500.00 2.000 3,000.00 S) 70 CONCRETE BARRIER (TYPE 60E) M 555.0000 16,650.00 43.600 24,198.00 43.600 24,198.00 71 CONCRETE BARRIER (TYPE 732) M 275.0000 54,175.00 74.000 20,350.00 74.000 20,350.00 F) 72 CONCRETE BARRIER (TYPE 732SB) M 1,700.0000 510,000.00 0.000 0.00 73 CONCRETE BARRIER (TYPE 736SV) M 400.0000 124,000.00 291.550 116,620.00 74 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 5,250.00 84.320 2,951.20 S) 75 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 12,500.00 566.500 566.50 S) 76 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,020.00 184.500 369.00 S) 77 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 71.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 78 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 260.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 79 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 8,200.00 0.000 0.00 S) 80 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 6,400.00 67.000 268.00 S) 81 SIGNAL AND LIGHTING (I80 WB OFF RAMP LS 175,000.0000 175,000.00 0.800 140,000.00 S) AT WILLOW AVENUE) 82 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 175,000.0000 175,000.00 0.500 87,500.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 2) PROGRAM CAS145 PAGE 8 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:35 AM ESTIMATE NO. 10 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 83 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 80,000.0000 80,000.00 0.050 4,000.00 0.050 4,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 3) 84 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 200,000.0000 200,000.00 0.020 4,000.00 0.200 40,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 4) 85 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 120,000.0000 120,000.00 0.100 12,000.00 0.700 84,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 5) 86 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 120,000.0000 120,000.00 0.800 96,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 7) 87 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 30,000.0000 30,000.00 1.000 30,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 8) 88 MODIFY TRAFFIC OPERATIONS SYSTEM, LS 80,000.0000 80,000.00 0.050 4,000.00 0.850 68,000.00 S) LIGHTING AND SIGN ILLUMINATION (LOCATION 9) PROGRAM CAS145 PAGE 9 DATE 01/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-263704 TIME 07:35 AM ESTIMATE NO. 10 BID OPENING 11/16/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/07 R.E. NAME: HATEFI, AMIR DATE OF THIS ESTIMATE 01/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 171,771.40 11,609,320.16 ADJUSTMENT OF COMPENSATION 40,833.21 89,951.31 EXTRA WORK 8,787.65 813,131.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 221,392.26 12,512,403.34 89 MOBILIZATION LS 1825,000.0000 1,825,000.00 1.000 1,825,000.00 ORIGINAL CONTRACT AMOUNT 18,638,122.50 TOTAL WORK COMPLETED 221,392.26 14,337,403.34 MATERIALS ON HAND ON SITE 107,389.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 221,392.26 14,444,792.84 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 02/02/06 130 04/03/06 04/03/06 05/31/07 170 32 13 3 72% 73% PROGRESS IS SATISFACTORY HATEFI, AMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 01/20/07