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 10/25/06 EST. NO.06 TIME 08:12 AM R.E. NAME: AZIMA, HASSAN 07-224404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/25/06 EST. NO.06 TIME 08:12 AM R.E. NAME: AZIMA, HASSAN 07-224404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-224404 TIME 08:12 AM ESTIMATE NO. 06 BID OPENING 03/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 10/25/06 LOCATION PROGRESS ESTIMATE 07-LA-170-18.8/19.8 ----------------- POWELL CONSTRUCTORS IN LOS ANGELES COUNTY IN GENERAL ENGINEERING CONTRACTOR LOS ANGELES FROM 0.2 KM NORTH OF PO BOX 698 WHITSETT AVENUE OVERCROSSING TO FONTANA, CA 92334-0698 0.2 KM NORTH OF ROSCOE BOULEVARD UNDERCROSSING FED. AID NO. N O N E CONSTRUCT SOUNDWALL ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.500 1,000.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 480,000.00 28.000 56,000.00 163.000 326,000.00 03 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.120 6,000.00 0.680 34,000.00 05 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.750 4,500.00 S) 06 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.120 12,000.00 0.680 68,000.00 S) 07 TEMPORARY PAVEMENT MARKING (PAINT) M2 70.0000 1,400.00 23.400 1,638.00 S) 08 TEMPORARY TRAFFIC STRIPE (PAINT) M 20.0000 3,300.00 246.250 4,925.00 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,920.00 59.000 1,770.00 S) 10 TEMPORARY RAILING (TYPE K) M 45.0000 97,650.00 30.480 1,371.60 1,804.420 81,198.90 S) 11 TEMPORARY CRASH CUSHION MODULE EA 300.0000 9,900.00 55.000 16,500.00 S) 12 REMOVE METAL BEAM GUARD RAILING M 20.0000 680.00 34.000 680.00 13 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 300.00 3.000 300.00 3.000 300.00 14 REMOVE ROADSIDE SIGN PANEL EA 100.0000 300.00 3.000 300.00 3.000 300.00 15 REMOVE SIGN STRUCTURE (TRUSS) EA 4,000.0000 4,000.00 0.000 0.00 16 REMOVE SIGN STRUCTURE (BRIDGE MOUNTED) EA 1,000.0000 1,000.00 0.000 0.00 17 REMOVE ASPHALT CONCRETE DIKE M 3.0000 3,420.00 1,071.600 3,214.80 18 REMOVE PIPE M 120.0000 4,200.00 0.000 0.00 19 REMOVE INLET EA 800.0000 10,400.00 7.000 5,600.00 7.000 5,600.00 20 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 8,000.00 1,821.000 7,284.00 S) 21 REMOVE CONCRETE M3 1,000.0000 100.00 1.000 1,000.00 22 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 3,000.00 17.200 344.00 PROGRAM CAS145 PAGE 2 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-224404 TIME 08:12 AM ESTIMATE NO. 06 BID OPENING 03/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CONCRETE BARRIER (TYPE 50) M 25.0000 9,000.00 360.000 9,000.00 24 BRIDGE REMOVAL (PORTION), LOCATION A LS 17,450.0000 17,450.00 1.000 17,450.00 25 BRIDGE REMOVAL (PORTION), LOCATION B LS 17,450.0000 17,450.00 1.000 17,450.00 26 CLEARING AND GRUBBING LS 55,000.0000 55,000.00 0.980 53,900.00 27 ROADWAY EXCAVATION M3 45.0000 110,250.00 802.200 36,099.00 28 ROADWAY EXCAVATION (TYPE Z-2) M3 140.0000 180,600.00 765.990 107,238.60 (AERIALLY DEPOSITED LEAD) 29 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 0.600 3,600.00 30 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 12,100.00 242.000 12,100.00 F) 31 STRUCTURE BACKFILL (BRIDGE) M3 200.0000 30,200.00 104.000 20,800.00 F) 32 STRUCTURE BACKFILL (SLURRY CEMENT) M3 150.0000 600.00 0.000 0.00 33 IMPORTED BORROW M3 0.0100 140.00 0.000 0.00 34 HIGHWAY PLANTING LS 20,000.0000 20,000.00 0.000 0.00 S) 35 FIBER (EROSION CONTROL) KG 2.0000 2,480.00 0.000 0.00 S) 36 COMPOST (EROSION CONTROL) M3 50.0000 750.00 0.000 0.00 S) 37 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 0.000 0.00 S) 38 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 4,900.00 0.000 0.00 S) 39 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0.00 S) 40 MAINTAIN EXISTING IRRIGATION FACILITIES LS 7,000.0000 7,000.00 0.700 4,900.00 0.700 4,900.00 S) 41 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.100 10,000.00 S) 42 EXTEND 200 MM CONDUIT M 250.0000 3,000.00 0.000 0.00 S) 43 CLASS 4 AGGREGATE SUBBASE M3 50.0000 47,500.00 0.000 0.00 44 CLASS 2 AGGREGATE BASE M3 60.0000 51,000.00 0.000 0.00 45 ASPHALT CONCRETE (TYPE B) TONN 100.0000 80,000.00 0.000 0.00 46 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 120.0000 43,200.00 0.000 0.00 47 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 1,400.00 0.000 0.00 AREA) 48 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 3,000.00 0.000 0.00 49 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 200.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-224404 TIME 08:12 AM ESTIMATE NO. 06 BID OPENING 03/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 8,100.00 0.000 0.00 S) PILING 51 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 160.0000 368,000.00 1,850.000 296,000.00 S) PILING (BARRIER) 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 2,500.0000 100,000.00 40.000 100,000.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 2,500.0000 245,000.00 30.000 75,000.00 F) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 42,150.00 0.000 0.00 F) 55 MINOR CONCRETE (SOUND WALL) M3 1,200.0000 24,000.00 0.000 0.00 56 DRILL AND BOND DOWEL M 150.0000 4,950.00 33.000 4,950.00 57 FURNISH PRECAST PRESTRESSED CONCRETE EA 32,000.0000 64,000.00 2.000 64,000.00 2.000 64,000.00 S) GIRDER (15 M - 20 M) 58 FURNISH PRECAST PRESTRESSED CONCRETE EA 60,000.0000 60,000.00 1.000 60,000.00 1.000 60,000.00 S) GIRDER (25 M - 30 M) 59 ERECT PRECAST PRESTRESSED CONCRETE EA 5,000.0000 15,000.00 3.000 15,000.00 3.000 15,000.00 S) GIRDER 60 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 165.0000 750,750.00 0.000 0.00 SF) 61 SOUND WALL (MASONRY BLOCK) M2 165.0000 194,700.00 0.000 0.00 SF) 62 BAR REINFORCING STEEL (BRIDGE) KG 7.0000 127,953.00 7,200.000 50,400.00 SF) 63 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 54,000.00 0.000 0.00 F) 64 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 2,700.00 0.000 0.00 SF) 65 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 2,600.00 0.000 0.00 F) WITHOUT WALKWAY) 66 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 1,300.00 0.000 0.00 SF)WITHOUT WALKWAY) 67 FURNISH LAMINATED PANEL SIGN M2 200.0000 4,000.00 0.000 0.00 (25.4 MM-TYPE A) 68 FURNISH LAMINATED PANEL SIGN M2 200.0000 340.00 0.000 0.00 (25.4 MM-TYPE B) 69 FURNISH LAMINATED PANEL SIGN M2 200.0000 2,400.00 0.000 0.00 (63.5 MM-TYPE B) 70 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 78.00 0.000 0.00 (1.6 MM-UNFRAMED) 71 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 585.00 0.000 0.00 (2.0 MM-UNFRAMED) 72 1524 MM CAST-IN-DRILLED-HOLE M 2,100.0000 14,700.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 73 ROADSIDE SIGN - ONE POST EA 200.0000 200.00 0.000 0.00 74 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 200.00 0.000 0.00 METHOD) 75 INSTALL ROADSIDE SIGN PANEL ON EA 250.0000 250.00 0.000 0.00 EXISTING POST 76 INSTALL ROADSIDE SIGN ON SOUND WALL EA 1,300.0000 2,600.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-224404 TIME 08:12 AM ESTIMATE NO. 06 BID OPENING 03/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL ROADSIDE SIGN EA 1,200.0000 1,200.00 0.000 0.00 (LAMINATED WOOD BOX POST) 78 TIMBER RETAINING WALL M2 250.0000 10,000.00 0.000 0.00 S) 79 600 MM REINFORCED CONCRETE PIPE M 360.0000 15,840.00 0.000 0.00 80 450 MM CORRUGATED STEEL PIPE M 340.0000 1,802.00 0.000 0.00 (1.63 MM THICK) 81 450 MM STEEL FLARED END SECTION EA 200.0000 200.00 0.000 0.00 82 MINOR CONCRETE (CURB) M3 500.0000 6,000.00 0.000 0.00 83 MINOR CONCRETE (STAMPED CONCRETE) M2 85.0000 18,700.00 0.000 0.00 84 MISCELLANEOUS IRON AND STEEL KG 2.0000 4,440.00 0.000 0.00 SF) 85 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 2,700.00 0.000 0.00 86 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 3,000.00 0.000 0.00 S) 87 CABLE RAILING M 80.0000 1,840.00 0.000 0.00 S) 88 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,500.0000 7,000.00 0.000 0.00 S) 89 CONCRETE BARRIER (TYPE 736 MODIFIED) M 270.0000 28,350.00 0.000 0.00 F) 90 CONCRETE BARRIER (TYPE 736SV) M 350.0000 381,500.00 810.000 283,500.00 810.000 283,500.00 91 CONCRETE BARRIER (TYPE 736S) M 320.0000 48,000.00 0.000 0.00 92 PAINT TRAFFIC STRIPE (2-COAT) M 5.0000 825.00 0.000 0.00 S) 93 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 0.800 24,000.00 S) 94 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 3,000.0000 3,000.00 0.000 0.00 S) 95 TRAFFIC MONITORING STATION (MODIFY) LS 10,000.0000 10,000.00 0.000 0.00 S) (LOCATION 2BBB) 96 COMMUNICATION SYSTEM ROUTING (MODIFIED) LS 240,000.0000 240,000.00 0.610 146,400.00 S) 97 MODIFY RAMP METERING STATION LS 35,000.0000 35,000.00 0.000 0.00 S) (LOCATION 501) 98 MODIFY SOFFIT LIGHTING (CITY) LS 13,000.0000 13,000.00 0.770 10,010.00 0.770 10,010.00 S) 99 MODIFY LIGHTING AND SIGN ILLUMINATION LS 140,000.0000 140,000.00 0.600 84,000.00 0.720 100,800.00 S) 00 SYSTEM TESTING AND DOCUMENTATION LS 15,000.0000 15,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 10/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-224404 TIME 08:12 AM ESTIMATE NO. 06 BID OPENING 03/02/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/06 R.E. NAME: AZIMA, HASSAN DATE OF THIS ESTIMATE 10/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 602,981.60 2,083,102.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 602,981.60 2,083,102.30 01 MOBILIZATION LS 480,000.0000 480,000.00 0.950 456,000.00 ORIGINAL CONTRACT AMOUNT 5,208,243.00 TOTAL WORK COMPLETED 602,981.60 2,539,102.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 602,981.60 2,539,102.30 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 04/12/06 360 04/24/06 04/24/06 04/30/07 160 10 14 0 47% 63% PROGRESS IS SATISFACTORY AZIMA, HASSAN RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 10/25/06