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 02/22/07 EST. NO.13 TIME 03:10 PM R.E. NAME: AKBARIAN, MASSOD 07-242604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0004 5,765.35 E.W. @ F.A.(+) 110206 N 66.1 0 0005 1,590.26 061206 N 67 0 7,355.61 TOTAL THIS ESTIMATE 112,226.64 TOTAL PREVIOUS ESTIMATE 119,582.25 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 02/22/07 EST. NO.13 TIME 03:10 PM R.E. NAME: AKBARIAN, MASSOD 07-242604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-242604 TIME 03:10 PM ESTIMATE NO. 13 BID OPENING 12/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: AKBARIAN, MASSOD DATE OF THIS ESTIMATE 02/22/07 LOCATION PROGRESS ESTIMATE 07-LA-710-17.3/26.3 ----------------- COOPER MYERS A JOINT VENTURE IN LOS ANGELES COUNTY AT VARIOUS P O BOX 2948 LOCATIONS RANCHO CORDOVA CA 957412948 FED. AID NO. ACST-710 -1(783)E ,PHG-710 -1(783)E UPGRADE MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.500 3,750.00 02 TIME-RELATED OVERHEAD WDAY 3,000.0000 1,320,000.00 19.000 57,000.00 239.000 717,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 208.0000 4,992.00 24.000 4,992.00 04 HEALTH AND SAFETY PLAN LS 8,000.0000 8,000.00 0.500 4,000.00 05 PREPARE STORM WATER POLLUTION LS 75,000.0000 75,000.00 0.750 56,250.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 200,000.0000 200,000.00 0.040 8,000.00 0.540 108,000.00 07 CONSTRUCTION AREA SIGNS LS 10,500.0000 10,500.00 0.750 7,875.00 S) 08 TRAFFIC CONTROL SYSTEM LS 730,000.0000 730,000.00 0.040 29,200.00 0.540 394,200.00 S) 09 TYPE III BARRICADE EA 100.0000 900.00 9.000 900.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 2,730.00 68.000 2,040.00 S) 11 TEMPORARY RAILING (TYPE K) M 80.0000 1,256,000.00 13,247.000 1,059,760.00 S) 12 TEMPORARY CRASH CUSHION MODULE EA 120.0000 17,040.00 177.000 21,240.00 S) 13 REMOVE METAL BEAM GUARD RAILING M 70.0000 434,000.00 870.000 60,900.00 6,194.000 433,580.00 S) 14 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0300 32,886.00 0.000 0.00 S) STRIPE 15 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5200 48,944.00 3,372.000 5,125.44 S) 16 REMOVE PAVEMENT MARKER EA 1.0100 15,251.00 9,378.000 9,471.78 S) 17 REMOVE PIPE M 225.0000 1,575.00 3.000 675.00 18 REMOVE ASBESTOS CEMENT PIPE M 210.0000 4,200.00 20.000 4,200.00 19 REMOVE INLET EA 850.0000 3,400.00 5.000 4,250.00 20 ADJUST INLET EA 2,100.0000 4,200.00 0.000 0.00 21 REMOVE CONCRETE M3 255.0000 5,100.00 20.000 5,100.00 22 CAP INLET EA 1,500.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-242604 TIME 03:10 PM ESTIMATE NO. 13 BID OPENING 12/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: AKBARIAN, MASSOD DATE OF THIS ESTIMATE 02/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 BRIDGE REMOVAL (PORTION), LOCATION A LS 52,000.0000 52,000.00 1.000 52,000.00 24 BRIDGE REMOVAL (PORTION), LOCATION B LS 49,000.0000 49,000.00 1.000 49,000.00 25 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.750 7,500.00 26 ROADWAY EXCAVATION M3 50.0000 1,210,000.00 1,929.000 96,450.00 9,516.000 475,800.00 27 ROADWAY EXCAVATION (TYPE Z-2) M3 70.0000 51,800.00 747.000 52,290.00 (AERIALLY DEPOSITED LEAD) 28 ROADWAY EXCAVATION (TYPE Z-3) M3 70.0000 34,300.00 533.500 37,345.00 (AERIALLY DEPOSITED LEAD) 29 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.500 5,000.00 30 STRUCTURE EXCAVATION (BRIDGE) M3 350.0000 193,200.00 114.000 39,900.00 552.000 193,200.00 F) 31 STRUCTURE EXCAVATION (TYPE Z-2) M3 130.0000 1,560.00 12.000 1,560.00 F) (AERIALLY DEPOSITED LEAD) 32 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 60,240.00 12.000 1,440.00 502.000 60,240.00 F) 33 CLASS 3 AGGREGATE BASE M3 85.0000 791,350.00 53.100 4,513.50 3,639.600 309,366.00 34 LEAN CONCRETE BASE M3 255.0000 1,652,400.00 2,170.300 553,426.50 35 ASPHALT CONCRETE (TYPE B) TONN 100.0000 800.00 0.000 0.00 36 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 960.00 0.000 0.00 AREA) 37 CONCRETE PAVEMENT M3 320.0000 3,584,000.00 3,698.400 1,183,488.00 38 SEAL PAVEMENT JOINT M 30.0000 146,400.00 1,591.800 47,754.00 3,168.900 95,067.00 39 SEAL LONGITUDINAL ISOLATION JOINT M 20.0000 298,000.00 192.800 3,856.00 8,447.600 168,952.00 40 GRIND EXISTING CONCRETE M2 5.0000 22,800.00 1,501.000 7,505.00 S) PAVEMENT 41 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 490.0000 147,000.00 300.000 147,000.00 S) PILING 42 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 21,700.00 62.000 21,700.00 F) 43 STRUCTURAL CONCRETE, BRIDGE M3 850.0000 216,750.00 255.000 216,750.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 71,100.00 110.000 99,000.00 F) (TYPE N) 45 MINOR CONCRETE (MINOR STRUCTURE) M3 2,250.0000 421,875.00 4.440 9,990.00 F) 46 MINOR CONCRETE (BACKFILL) M3 190.0000 6,460.00 8.200 1,558.00 47 DRILL AND BOND DOWEL M 90.0000 15,570.00 158.770 14,289.30 48 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 50,000.00 2.000 50,000.00 S) GIRDER (25 M - 30 M) 49 ERECT PRECAST PRESTRESSED CONCRETE EA 6,700.0000 13,400.00 2.000 13,400.00 S) GIRDER PROGRAM CAS145 PAGE 3 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-242604 TIME 03:10 PM ESTIMATE NO. 13 BID OPENING 12/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: AKBARIAN, MASSOD DATE OF THIS ESTIMATE 02/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REFINISH BRIDGE DECK M2 370.0000 9,990.00 26.930 9,964.10 51 JOINT SEAL (MR 15 MM) M 100.0000 2,800.00 0.000 0.00 S) 52 BAR REINFORCING STEEL (BRIDGE) KG 2.3100 145,530.00 63,000.000 145,530.00 SF) 53 ASPHALT MEMBRANE WATERPROOFING M2 300.0000 900.00 3.000 900.00 3.000 900.00 SF) 54 300 MM PLASTIC PIPE M 56.0000 7,280.00 26.000 1,456.00 55 450 MM REINFORCED CONCRETE PIPE M 520.0000 1,560.00 0.000 0.00 56 600 MM REINFORCED CONCRETE PIPE M 270.0000 140,400.00 8.000 2,160.00 57 450 MM SLOTTED CORRUGATED STEEL PIPE M 250.0000 5,500.00 0.000 0.00 (2.01 MM THICK) 58 200 MM PERFORATED STEEL PIPE UNDERDRAIN M 155.0000 21,700.00 0.000 0.00 (2.01 MM THICK) 59 MINOR CONCRETE (SIDEWALK) M3 600.0000 12,000.00 13.680 8,208.00 60 MISCELLANEOUS IRON AND STEEL KG 3.1000 81,871.00 864.000 2,678.40 SF) 61 METAL BEAM GUARD RAILING (WOOD POST) M 202.0000 9,494.00 0.000 0.00 S) 62 SINGLE THRIE BEAM BARRIER (STEEL POST) M 215.0000 30,100.00 0.000 0.00 S) 63 CONCRETE BARRIER (TYPE 60W) M 440.0000 2,037,200.00 0.000 0.00 (MODIFIED) 64 CONCRETE BARRIER (TYPE 60C) M 300.0000 960,000.00 1,504.000 451,200.00 3,552.000 1,065,600.00 65 CONCRETE BARRIER (TYPE 60C) M 320.0000 44,800.00 0.000 0.00 (WITH SCUPPERS) 66 CONCRETE BARRIER (TYPE 60G) M 220.0000 85,800.00 0.000 0.00 (MODIFIED) 67 CONCRETE BARRIER (TYPE 60G) M 220.0000 26,400.00 0.000 0.00 68 CONCRETE BARRIER TYPE 60GA M 300.0000 25,800.00 37.650 11,295.00 37.650 11,295.00 F) (MODIFIED) 69 CONCRETE BARRIER (TYPE 60GC) M 225.0000 49,500.00 0.000 0.00 (MODIFIED) 70 CONCRETE BARRIER (TYPE 60GE) M 600.0000 48,000.00 0.000 0.00 71 CONCRETE BARRIER (TYPE 60GE) M 500.0000 190,000.00 0.000 0.00 (MODIFIED) 72 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0100 16,867.00 0.000 0.00 S) 73 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0400 1,155.20 0.000 0.00 S) 74 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6700 21,105.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 75 PAINT TRAFFIC STRIPE (2-COAT) M 0.3400 5,814.00 18,829.000 6,401.86 S) 76 100 MM PAINT TRAFFIC STRIPE M 0.3400 10,710.00 32,347.000 10,997.98 S) (2-COAT) (BROKEN 10.98 M - 3.66 M) PROGRAM CAS145 PAGE 4 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-242604 TIME 03:10 PM ESTIMATE NO. 13 BID OPENING 12/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: AKBARIAN, MASSOD DATE OF THIS ESTIMATE 02/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5200 26,296.00 9,012.000 13,698.24 S) 78 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0400 40,432.00 3,393.000 10,314.72 S) 79 MODIFY TRAFFIC MONITORING STATION LS 37,600.0000 37,600.00 0.050 1,880.00 S) 80 MODIFY RAMP METERING SYSTEM LS 79,100.0000 79,100.00 0.246 19,458.60 0.246 19,458.60 S) 81 MODIFY LIGHTING AND SIGN ILLUMINATION LS 128,400.0000 128,400.00 0.300 38,520.00 0.470 60,348.00 S) 82 MODIFY SOFFIT LIGHTING (COUNTY) LS 26,000.0000 26,000.00 0.000 0.00 S) 83 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 84 END CAP (TYPE A) EA 420.0000 1,260.00 0.000 0.00 85 END CAP (TYPE TC) EA 490.0000 1,470.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 60E) M 500.0000 17,500.00 32.000 16,000.00 32.000 16,000.00 PROGRAM CAS145 PAGE 5 DATE 02/22/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-242604 TIME 03:10 PM ESTIMATE NO. 13 BID OPENING 12/01/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/07 R.E. NAME: AKBARIAN, MASSOD DATE OF THIS ESTIMATE 02/22/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 886,387.10 8,054,726.92 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,355.61 119,582.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 893,742.71 8,174,309.17 87 MOBILIZATION LS 1514,193.0000 1,514,193.00 0.950 1,438,483.35 ORIGINAL CONTRACT AMOUNT 19,185,410.20 TOTAL WORK COMPLETED 893,742.71 9,612,792.52 MATERIALS ON HAND ON SITE 269,760.02 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 893,742.71 9,882,552.54 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 01/11/06 440 01/26/06 00/00/00 11/21/07 238 27 133 0 47% 42% PROGRESS IS SATISFACTORY AKBARIAN, MASSOD RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 02/22/07