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 10/23/09 EST. NO.24 TIME 02:44 PM R.E. NAME: YOGARAJAH, MANNY 08-007174 --------------------------------------------------------------------------- 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 0319 985.22 E.W. @ F.A.(+) 081809 Y 1184.0 002 0031 1,106.80 A.C. @ U.P.(+) 083109 Y 1183.0 007 0214 637.48 E.W. @ F.A.(+) 073009 Y 1185.0 0216 2,078.98 082109 Y 1187.0 0217 100.19 090409 N 1188.0 013 0028 1,967.73 E.W. @ F.A.(+) 090809 Y 1189.0 024 0012 159,455.39 A.C. @ L.S.(+) 100909 N 001 0 166,331.79 TOTAL THIS ESTIMATE 1,508,650.49 TOTAL PREVIOUS ESTIMATE 1,674,982.28 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 10/23/09 EST. NO.24 TIME 02:44 PM R.E. NAME: YOGARAJAH, MANNY 08-007174 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FED/STATE APPR CERT. -10,000.00 05 LANDSCAPE COST BREAK -5,000.00 10 FED/STATE APPR CERT. 10,000.00 12 0.00 -5,000.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 04 MISSING DOCUMENTS 10,000.00 05 MISSING PAYROLLS -10,000.00 05 PAYROLLS RECEIVED 10,000.00 06 0.00 0.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 LOCATION PROGRESS ESTIMATE 08-SBD-215-4.8/6.5 ----------------- MCM CONSTRUCTION INC. IN SAN BERNARDINO COUNTY IN P.O. BOX 620 SAN BERNARDINO AT VARIOUS LOCATIONS NORTH HIGHLANDS, CA 95660 FED. AID NO. PNRS-6208(13)N ,CML-6208(13)N WIDEN FREEWAY AND OVERPASSES ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 02 TIME-RELATED OVERHEAD WDAY 7,500.0000 4,500,000.00 22.000 165,000.00 423.000 3,172,500.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 18.0000 65,160.00 1,994.800 35,906.40 S) 04 TEMPORARY FENCE (TYPE ESA) M 25.0000 1,925.00 70.000 1,750.00 S) 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.030 3,000.00 0.660 66,000.00 07 TEMPORARY FIBER ROLL M 10.0000 18,000.00 1,068.000 10,680.00 08 TEMPORARY SILT FENCE M 10.0000 50,000.00 2,392.000 23,920.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 50,000.00 18.000 18,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 58,500.00 13.000 58,500.00 11 TEMPORARY COVER M2 8.0000 80,000.00 225.000 1,800.00 12 TEMPORARY CHECK DAM M 75.0000 15,000.00 0.000 0.00 13 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 1,000.0000 16,000.00 6.000 6,000.00 15 TEMPORARY HYDRAULIC MULCH M2 0.5700 153,900.00 20,000.000 11,400.00 (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 150,000.0000 150,000.00 0.030 4,500.00 0.660 99,000.00 17 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.015 1,200.00 0.715 57,200.00 S) 18 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.037 7,400.00 0.739 147,800.00 S) 19 TYPE III BARRICADE EA 80.0000 10,400.00 30.000 2,400.00 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 10,800.00 562.540 22,501.60 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.2500 82,875.00 85,733.130 107,166.41 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 51,600.00 623.000 24,920.00 S) PROGRAM CAS145 PAGE 2 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 4.0000 81,600.00 16,934.000 67,736.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 120,000.00 9.500 95,000.00 S) 25 TEMPORARY RAILING (TYPE K) M 40.0000 864,000.00 146.300 5,852.00 15,508.190 620,327.60 26 TEMPORARY CRASH CUSHION MODULE EA 300.0000 114,000.00 55.000 16,500.00 S) 27 TEMPORARY TRAFFIC SCREEN M 25.0000 90,750.00 0.000 0.00 S) 28 ABANDON CULVERT M 70.0000 88,200.00 875.300 61,271.00 29 OBLITERATE SURFACING M2 5.0000 23,900.00 0.000 0.00 30 REMOVE CHAIN LINK FENCE M 5.0000 29,850.00 5,594.000 27,970.00 S) 31 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.5000 27,250.00 9,800.340 24,500.85 S) STRIPE 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7500 24,675.00 15,907.000 27,837.25 S) 33 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 6,900.00 70.520 2,115.60 S) 34 REMOVE PAVEMENT MARKER EA 1.0000 2,280.00 8,757.000 8,757.00 S) 35 REMOVE ROADSIDE SIGN EA 150.0000 3,150.00 1.000 150.00 1.000 150.00 36 REMOVE SIGN STRUCTURE EA 5,000.0000 70,000.00 14.000 70,000.00 37 REMOVE CULVERT M 80.0000 134,400.00 879.610 70,368.80 38 REMOVE INLET EA 750.0000 51,000.00 27.000 20,250.00 39 REMOVE MANHOLE EA 1,600.0000 3,200.00 0.000 0.00 40 REMOVE CRIB WALL M 55.0000 6,600.00 116.000 6,380.00 41 SALVAGE SINGLE THRIE BEAM BARRIER M 22.0000 34,760.00 1,524.000 33,528.00 S) 42 SALVAGE METAL BEAM GUARD RAILING M 22.0000 26,400.00 1,197.000 26,334.00 S) 43 SALVAGE SINGLE METAL BEAM BARRIER M 17.0000 55,080.00 2,744.000 46,648.00 S) 44 SALVAGE DOUBLE METAL BEAM BARRIER M 33.0000 4,290.00 0.000 0.00 S) 45 RELOCATE ROADSIDE SIGN (WOOD POST) EA 250.0000 2,750.00 0.000 0.00 46 RELOCATE SIGN STRUCTURE EA 6,500.0000 6,500.00 0.000 0.00 47 RELOCATE SIGN PANEL EA 1,000.0000 1,000.00 0.000 0.00 48 ADJUST INLET EA 1,000.0000 1,000.00 0.000 0.00 49 ADJUST MANHOLE EA 2,000.0000 2,000.00 1.000 2,000.00 PROGRAM CAS145 PAGE 3 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 136,250.00 45,824.500 114,561.25 S) 51 REMOVE CONCRETE (CURB AND GUTTER) M 12.0000 55,680.00 2,799.800 33,597.60 52 REMOVE CONCRETE (HEADWALL, WINGWALL AND M3 90.0000 23,400.00 298.810 26,892.90 REINFORCED CONCRETE BOX) 53 REMOVE CONCRETE (CHANNEL) M3 200.0000 66,000.00 203.500 40,700.00 54 CLEAN BRIDGE DECK M2 4.5000 11,655.00 0.000 0.00 55 REMOVE CONCRETE (MISCELLANEOUS) M2 12.0000 81,000.00 6,121.040 73,452.48 56 CAP INLET EA 1,200.0000 4,800.00 2.000 2,400.00 57 BRIDGE REMOVAL, LOCATION E LS 150,000.0000 150,000.00 1.000 150,000.00 58 BRIDGE REMOVAL, LOCATION F LS 75,000.0000 75,000.00 1.000 75,000.00 59 BRIDGE REMOVAL, LOCATION G LS 130,000.0000 130,000.00 1.000 130,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION A LS 7,500.0000 7,500.00 0.000 0.00 61 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 62 BRIDGE REMOVAL (PORTION), LOCATION C LS 70,000.0000 70,000.00 1.000 70,000.00 63 BRIDGE REMOVAL (PORTION), LOCATION D LS 15,000.0000 15,000.00 1.000 15,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION H LS 100,000.0000 100,000.00 1.000 100,000.00 65 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.900 36,000.00 66 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.200 6,000.00 67 ROADWAY EXCAVATION M3 12.0000 2,208,000.00 8,005.620 96,067.44 180,671.060 2,168,052.72 68 HEALTH, SAFETY AND WORK PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 (ASBESTOS CONTAMINATED MATERIAL) 69 HAZARDOUS MATERIAL MANAGEMENT PLAN LS 25,000.0000 25,000.00 1.000 25,000.00 (ASBESTOS CONTAMINATED MATERIAL) 70 HAZARDOUS MATERIAL MANAGEMENT REPORT LS 25,000.0000 25,000.00 0.000 0.00 (ASBESTOS CONTAMINATED MATERIAL) 71 HAZARDOUS ROADWAY EXCAVATION M3 25.0000 132,500.00 5,262.370 131,559.25 (ASBESTOS CONTAMINATED MATERIAL) 72 TRANSPORTATION AND WASTE DISPOSAL TONN 80.0000 952,000.00 10,579.000 846,320.00 (ASBESTOS CONTAMINATED MATERIAL) 73 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 74 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 606,500.00 6,065.000 606,500.00 F) 75 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 677,800.00 6,835.040 683,504.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 1,038,750.00 20,774.800 1,038,740.00 F) PROGRAM CAS145 PAGE 4 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (TIEBACK WALL) M3 100.0000 11,200.00 112.000 11,200.00 F) 78 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 290,010.00 281.000 9,835.00 6,524.000 228,340.00 F) 79 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 705,560.00 4,745.000 94,900.00 34,357.500 687,150.00 F) 80 STRUCTURE BACKFILL (TIEBACK WALL) M3 100.0000 500.00 0.000 0.00 F) 81 PERVIOUS BACKFILL MATERIAL M3 100.0000 5,000.00 50.000 5,000.00 F) 82 PERVIOUS BACKFILL MATERIAL (RETAINING M3 25.0000 43,450.00 98.000 2,450.00 1,686.100 42,152.50 F) WALL) 83 SAND BACKFILL M3 160.0000 91,200.00 433.000 69,280.00 84 DITCH EXCAVATION M3 70.0000 3,220.00 0.000 0.00 85 EARTH RETAINING STRUCTURE, LOCATION A M2 570.0000 86,070.00 151.000 86,070.00 F) 86 EARTH RETAINING STRUCTURE, LOCATION B M2 690.0000 24,840.00 36.000 24,840.00 F) 87 EARTH RETAINING STRUCTURE, LOCATION C M2 510.0000 167,790.00 329.000 167,790.00 F) 88 EARTH RETAINING STRUCTURE, LOCATION D M2 508.0000 209,804.00 413.000 209,804.00 F) 89 IMPORTED BORROW M3 11.0000 558,800.00 50,800.000 558,800.00 90 HIGHWAY PLANTING LS 200,000.0000 200,000.00 0.000 0.00 S) 91 ROCK BLANKET (TYPE 1) M2 70.0000 1,687,000.00 826.000 57,820.00 826.000 57,820.00 S) 92 EROSION CONTROL (BLANKET) M2 9.4500 47,533.50 0.000 0.00 S) 93 FIBER (EROSION CONTROL) KG 1.0000 7,200.00 0.000 0.00 S) 94 COMPOST (EROSION CONTROL) M3 35.0000 39,550.00 0.000 0.00 S) 95 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 0.000 0.00 S) 96 PURE LIVE SEED (EROSION CONTROL) KG 50.0000 7,000.00 0.000 0.00 S) 97 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 1,360.00 0.000 0.00 S) 98 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 2,250.00 0.000 0.00 S) 99 TRANSPLANT PALM TREE EA 1,365.0000 354,900.00 157.700 215,260.50 S) 00 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0.00 S) 01 IRRIGATION SYSTEM LS 300,000.0000 300,000.00 0.000 0.00 S) 02 50 MM WATER METER EA 27,500.0000 165,000.00 1.000 27,500.00 S) 03 250 MM CORRUGATED STEEL PIPE CONDUIT M 211.0000 73,850.00 83.200 17,555.20 S) (1.63 MM THICK) PROGRAM CAS145 PAGE 5 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 250 MM WELDED STEEL PIPE CONDUIT M 530.0000 132,500.00 164.460 87,163.80 S) (6.35 MM THICK) 05 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0.00 06 CLASS 2 AGGREGATE SUBBASE M3 40.0000 512,000.00 1,385.110 55,404.40 12,270.540 490,821.60 07 CLASS 2 AGGREGATE BASE M3 45.0000 1,017,000.00 1,894.000 85,230.00 17,413.570 783,610.65 08 AGGREGATE BASE (APPROACH SLAB) M3 260.0000 8,840.00 14.000 3,640.00 09 LEAN CONCRETE BASE M3 210.0000 1,862,700.00 2,669.320 560,557.20 7,282.360 1,529,295.60 10 ASPHALT CONCRETE (TYPE A) TONN 82.0000 3,148,800.00 344.340 28,235.88 28,520.457 2,338,677.47 11 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 80.0000 368,000.00 1,314.170 105,133.60 3,664.690 293,175.20 12 PLACE ASPHALT CONCRETE DIKE M 8.0000 34,400.00 2,002.820 16,022.56 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 960.00 37.340 2,240.40 AREA) 14 ASPHALTIC EMULSION (PAINT BINDER) TONN 900.0000 49,500.00 2.770 2,493.00 15.411 13,869.90 15 CONCRETE PAVEMENT M3 317.0000 5,357,300.00 319.640 101,325.88 10,108.340 3,204,343.78 16 CONCRETE PAVEMENT (RAMP TERMINI) M3 335.0000 589,600.00 687.370 230,268.95 17 REPLACE CONCRETE PAVEMENT M3 1,240.0000 248,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 18 SEAL PAVEMENT JOINT M 6.6000 92,400.00 2,472.300 16,317.18 19 SEAL LONGITUDINAL ISOLATION JOINT M 26.0000 243,100.00 6,422.160 166,976.16 20 GRIND EXISTING CONCRETE M2 5.2000 309,920.00 4,182.000 21,746.40 S) PAVEMENT 21 FURNISH STEEL PILING (HP 250 X 62) M 70.0000 59,500.00 837.930 58,655.10 22 DRIVE STEEL PILE (HP 250 X 62) EA 1,500.0000 108,000.00 66.000 99,000.00 S) 23 FURNISH STEEL PILING (HP 250 X 85) M 95.0000 151,240.00 1,280.000 121,600.00 24 DRIVE STEEL PILE (HP 250 X 85) EA 1,500.0000 156,000.00 80.000 120,000.00 S) 25 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 26 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 27 FURNISH STEEL PILING (HP 360 X 174) M 195.0000 1,332,435.00 6,823.561 1,330,594.40 28 DRIVE STEEL PILE (HP 360 X 174) EA 1,600.0000 843,200.00 527.000 843,200.00 S) 29 FURNISH PILING (CLASS 625) M 78.0000 597,636.00 6,990.940 545,293.32 (ALTERNATIVE V) 30 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 2,000.0000 1,272,000.00 668.000 1,336,000.00 S) PROGRAM CAS145 PAGE 6 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 PRESTRESSING CAST-IN-PLACE CONCRETE LS 600,000.0000 600,000.00 0.624 374,400.00 S) 32 TIEBACK ANCHOR EA 2,400.0000 86,400.00 36.000 86,400.00 S) 33 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 650.0000 1,607,450.00 2,568.070 1,669,245.50 F) 34 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 9,073,600.00 1,077.900 862,320.00 10,445.200 8,356,160.00 F) 35 STRUCTURAL CONCRETE, RETAINING WALL M3 382.0000 3,875,390.00 9,928.780 3,792,793.96 F) 36 STRUCTURAL CONCRETE (TIEBACK WALL) M3 1,000.0000 34,000.00 26.000 26,000.00 34.000 34,000.00 F) 37 STRUCTURAL CONCRETE, BARRIER SLAB M3 350.0000 104,300.00 80.000 28,000.00 F) 38 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 530,800.00 153.000 61,200.00 1,093.600 437,440.00 F) (TYPE N) 39 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 413,000.00 216.330 151,431.00 F) (TYPE R) 40 CLASS 3 CONCRETE (CHANNEL LINING) M3 750.0000 187,500.00 204.540 153,405.00 41 CLASS 1 CONCRETE (STRUCTURE) M3 800.0000 776,000.00 918.480 734,784.00 42 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 360,000.00 3.170 3,804.00 265.750 318,900.00 F) 43 PAVING NOTCH EXTENSION M3 2,500.0000 37,000.00 5.120 12,800.00 44 FRACTURED RIB TEXTURE M2 25.0000 110,150.00 4,226.900 105,672.50 F) 45 FRACTURED RIB TEXTURE M2 50.0000 261,800.00 5,145.000 257,250.00 F) (MOUNTAIN RIDGE RELIEF) 46 ARCHITECTURAL TEXTURE (FOUNTAIN) M2 100.0000 66,000.00 205.000 20,500.00 573.000 57,300.00 F) 47 DRILL AND BOND DOWEL M 75.0000 28,650.00 240.700 18,052.50 48 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,200.0000 83,200.00 16.000 83,200.00 S) GIRDER (5 M - 10 M) 49 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,900.0000 55,200.00 8.000 55,200.00 S) GIRDER (10 M - 15 M) 50 ERECT PRECAST PRESTRESSED CONCRETE EA 1,000.0000 24,000.00 24.000 24,000.00 S) GIRDER 51 CORE CONCRETE (101 MM - 150 MM) M 1,000.0000 1,200.00 1.200 1,200.00 S) 52 PTFE BEARING EA 2,500.0000 40,000.00 8.000 20,000.00 S) 53 JOINT SEAL (MR 30 MM) M 200.0000 11,200.00 0.000 0.00 S) 54 JOINT SEAL (MR 15 MM) M 180.0000 8,280.00 0.000 0.00 S) 55 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,000.0000 44,000.00 0.000 0.00 S) 56 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,800.0000 83,600.00 22.000 83,600.00 S) 57 JOINT SEAL (MR 50 MM) M 220.0000 112,420.00 132.000 29,040.00 S) PROGRAM CAS145 PAGE 7 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 BAR REINFORCING STEEL KG 1.7000 201,830.80 103,480.551 175,916.94 SF) 59 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 3,409,690.00 45,553.000 77,440.10 1,727,292.000 2,936,396.40 SF) 60 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 1,545,029.70 897,110.000 1,525,087.00 SF) 61 BAR REINFORCING STEEL (TIEBACK WALL) KG 1.8000 20,052.00 11,140.000 20,052.00 SF) 62 SHOTCRETE M3 800.0000 36,800.00 46.000 36,800.00 SF) 63 TREAT BRIDGE DECK M2 4.5000 11,655.00 0.000 0.00 F) 64 FURNISH BRIDGE DECK TREATMENT MATERIAL L 25.0000 25,875.00 0.000 0.00 (LOW ODOR) 65 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 96,000.00 0.000 0.00 F) WITH WALKWAY) 66 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 12,000.00 0.000 0.00 SF)WITH WALKWAY) 67 FURNISH SIGN STRUCTURE (TUBULAR) KG 9.7000 546,905.40 0.000 0.00 F) 68 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 28,191.00 0.000 0.00 SF) 69 FURNISH SIGN STRUCTURE (TRUSS) KG 9.3000 68,764.20 7,743.000 72,009.90 F) 70 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 3,697.00 7,743.000 3,871.50 SF) 71 FURNISH LAMINATED PANEL SIGN M2 170.0000 32,300.00 0.000 0.00 (25.4 MM-TYPE A) 72 FURNISH LAMINATED PANEL SIGN M2 175.0000 7,000.00 0.000 0.00 (25.4 MM-TYPE B) 73 FURNISH LAMINATED PANEL SIGN M2 180.0000 5,940.00 0.000 0.00 (63.5 MM-TYPE B) 74 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 12,600.00 0.000 0.00 (1.6 MM-UNFRAMED) 75 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 2,800.00 0.000 0.00 (1.6 MM-FRAMED) 76 1524 MM CAST-IN-DRILLED-HOLE M 2,000.0000 220,000.00 102.600 205,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 77 METAL (BARRIER MOUNTED SIGN) EA 2,000.0000 18,000.00 0.000 0.00 S) 78 ROADSIDE SIGN - ONE POST EA 250.0000 21,250.00 4.000 1,000.00 4.000 1,000.00 79 ROADSIDE SIGN - TWO POST EA 500.0000 10,000.00 0.000 0.00 80 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,050.00 0.000 0.00 METHOD) 81 INSTALL ROADSIDE SIGN EA 2,000.0000 6,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 82 PREPARE AND PAINT CONCRETE MEDIAN M2 9.8000 56,350.00 0.000 0.00 BARRIER 83 200 MM ALTERNATIVE PIPE CULVERT M 260.0000 21,840.00 68.800 17,888.00 84 300 MM ALTERNATIVE PIPE CULVERT M 257.0000 38,550.00 100.000 25,700.00 PROGRAM CAS145 PAGE 8 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 450 MM ALTERNATIVE PIPE CULVERT M 294.0000 432,180.00 48.700 14,317.80 1,377.440 404,967.36 86 600 MM ALTERNATIVE PIPE CULVERT M 344.0000 419,680.00 1,221.750 420,282.00 87 450 MM REINFORCED CONCRETE PIPE M 338.0000 60,840.00 203.470 68,772.86 88 600 MM REINFORCED CONCRETE PIPE M 419.0000 100,560.00 284.750 119,310.25 89 750 MM REINFORCED CONCRETE PIPE M 620.0000 210,800.00 383.690 237,887.80 90 900 MM REINFORCED CONCRETE PIPE M 669.0000 321,120.00 455.900 304,997.10 91 1050 MM REINFORCED CONCRETE PIPE M 1,005.0000 371,850.00 351.940 353,699.70 92 1200 MM REINFORCED CONCRETE PIPE M 1,057.0000 190,260.00 170.480 180,197.36 93 1500 MM REINFORCED CONCRETE PIPE M 1,187.0000 652,850.00 524.880 623,032.56 94 1800 MM REINFORCED CONCRETE PIPE M 2,247.0000 10,785.60 2.400 5,392.80 95 600 MM REINFORCED CONCRETE PIPE M 419.0000 30,168.00 37.210 15,590.99 (CLASS III) 96 1050 MM REINFORCED CONCRETE PIPE M 1,015.0000 192,850.00 186.900 189,703.50 (CLASS III) 97 1800 MM REINFORCED CONCRETE PIPE M 1,755.0000 91,260.00 46.330 81,309.15 (CLASS III) 98 2400 MM REINFORCED CONCRETE PIPE M 2,300.0000 529,000.00 226.770 521,571.00 (CLASS III) 99 750 MM REINFORCED CONCRETE PIPE M 1,500.0000 69,000.00 46.000 69,000.00 (CLASS IV) 00 900 MM REINFORCED CONCRETE PIPE M 800.0000 35,200.00 43.600 34,880.00 (CLASS IV) 01 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,000.0000 300,000.00 143.860 287,720.00 (CLASS III) 02 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,300.0000 28,600.00 21.500 27,950.00 (CLASS 3) 03 300 MM BITUMINOUS COATED CORRUGATED M 300.0000 1,080.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 04 450 MM BITUMINOUS COATED CORRUGATED M 380.0000 28,880.00 78.610 29,871.80 STEEL PIPE (2.77 MM THICK) 05 600 MM BITUMINOUS COATED CORRUGATED M 650.0000 1,625.00 2.500 1,625.00 STEEL PIPE (1.63 MM THICK) 06 GRATED LINE DRAIN M 318.0000 50,880.00 65.000 20,670.00 07 OVERSIDE DRAIN EA 300.0000 300.00 0.000 0.00 08 900 MM CORRUGATED STEEL PIPE RISER M 750.0000 6,000.00 5.950 4,462.50 (2.01 MM THICK) 09 450 MM ALTERNATIVE STEEL FLARED END EA 300.0000 1,500.00 0.000 0.00 SECTION 10 600 MM ALTERNATIVE STEEL FLARED END EA 400.0000 800.00 0.000 0.00 SECTION 11 900 MM PRECAST CONCRETE PIPE INLET M 850.0000 14,450.00 4.440 3,774.00 PROGRAM CAS145 PAGE 9 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 900 MM PRECAST CONCRETE PIPE MANHOLE M 900.0000 35,100.00 34.330 30,897.00 13 ROCK SLOPE PROTECTION M3 95.0000 4,845.00 0.000 0.00 (BACKING NO. 2, METHOD B) 14 ROCK SLOPE PROTECTION M3 95.0000 1,140.00 0.000 0.00 (BACKING NO. 3, METHOD B) 15 SLOPE PAVING (COBBLESTONE) M3 650.0000 14,300.00 0.000 0.00 F) 16 ROCK SLOPE PROTECTION FABRIC M2 5.0000 1,400.00 0.000 0.00 17 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 630,000.00 22.280 11,140.00 895.397 447,698.50 CONSTRUCTION) 18 MINOR CONCRETE (GUTTER) M 600.0000 50,400.00 0.000 0.00 19 MISCELLANEOUS IRON AND STEEL KG 5.0000 114,635.00 1,521.000 7,605.00 21,091.530 105,457.65 SF) 20 ISOLATION CASING KG 4.0000 336,400.00 75,012.000 300,048.00 SF) 21 MISCELLANEOUS METAL (DECK DRAINS) KG 6.0000 45,330.00 6,605.000 39,630.00 SF) 22 CHAIN LINK FENCE (TYPE CL-0.9) M 36.0000 3,960.00 0.000 0.00 S) 23 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 176,400.00 1,954.200 78,168.00 S) 24 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,300.0000 19,500.00 1.000 1,300.00 S) 25 RESET SURVEY MONUMENTS EA 1,500.0000 48,000.00 0.000 0.00 26 DELINEATOR (CLASS 1) EA 50.0000 7,000.00 0.000 0.00 27 OBJECT MARKER EA 50.0000 100.00 0.000 0.00 28 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 130,900.00 417.200 35,462.00 S) 29 CHAIN LINK RAILING (TYPE 7) M 180.0000 157,140.00 68.500 12,330.00 SF) 30 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 72,000.00 69.000 34,500.00 138.000 69,000.00 F) 31 METAL HAND RAILING (MODIFIED) M 150.0000 12,750.00 0.000 0.00 S) 32 CABLE RAILING M 50.0000 12,100.00 0.000 0.00 SF) 33 BURIED POST ANCHOR EA 900.0000 900.00 0.000 0.00 S) 34 TRANSITION RAILING (TYPE WB) EA 3,600.0000 64,800.00 4.000 14,400.00 S) 35 TERMINAL SECTION (THRIE BEAM BARRIER) EA 800.0000 3,200.00 0.000 0.00 S) 36 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 78,000.00 8.000 24,000.00 S) 37 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 17,100.00 6.000 5,400.00 S) 38 END CAP (TYPE A) EA 235.0000 940.00 2.000 470.00 S) PROGRAM CAS145 PAGE 10 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CRASH CUSHION (TYPE CAT) EA 7,000.0000 14,000.00 0.000 0.00 S) 40 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 2,000.00 0.000 0.00 S) 41 CONCRETE BARRIER (TYPE 60R MODIFIED) M 1,000.0000 110,000.00 63.620 63,620.00 42 CONCRETE BARRIER (TYPE 60) M 190.0000 258,400.00 988.190 187,756.10 43 CONCRETE BARRIER (TYPE 60A) M 200.0000 41,200.00 206.000 41,200.00 F) 44 CONCRETE BARRIER (TYPE 60C) M 244.0000 373,320.00 496.800 121,219.20 45 CONCRETE BARRIER (TYPE 60D) M 235.0000 131,600.00 156.000 36,660.00 F) 46 CONCRETE BARRIER (TYPE 732B MODIFIED) M 350.0000 19,600.00 50.000 17,500.00 47 CONCRETE BARRIER (TYPE 732 MODIFIED) M 200.0000 374,800.00 230.000 46,000.00 1,155.000 231,000.00 F) 48 CONCRETE BARRIER (TYPE 732A MODIFIED) M 200.0000 314,200.00 206.000 41,200.00 1,121.850 224,370.00 F) 49 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 30,400.00 76.260 3,050.40 S) 50 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 45,500.00 3,644.000 2,550.80 S) (SPRAYABLE) 51 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 5,040.00 0.000 0.00 S) 52 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 16,290.00 0.000 0.00 S) 53 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.027 2,700.00 0.494 49,400.00 S) 54 SIGNAL AND LIGHTING (LOCATION 2) LS 90,000.0000 90,000.00 0.108 9,720.00 0.718 64,620.00 S) 55 SIGNAL AND LIGHTING (LOCATION 3) LS 80,000.0000 80,000.00 0.901 72,080.00 S) 56 SIGNAL AND LIGHTING (LOCATION 4) LS 90,000.0000 90,000.00 0.944 84,960.00 S) 57 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 0.270 20,250.00 S) (CITY STREET LOCATION 1) 58 SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 0.962 67,340.00 S) (CITY STREET LOCATION 2) 59 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 0.072 3,600.00 0.521 26,050.00 S) 60 LIGHTING (STAGE CONSTRUCTION) LS 30,000.0000 30,000.00 0.300 9,000.00 S) 61 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.030 9,000.00 0.933 279,900.00 S) 62 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 0.900 22,500.00 S) 63 SIZE 25 INNERDUCT M 2.0000 21,360.00 9,612.000 19,224.00 S) 64 53C FIBER OPTIC CONDUIT LS 60,000.0000 60,000.00 0.017 1,020.00 0.911 54,660.00 S) 65 53C COMMUNICATION CONDUIT LS 7,000.0000 7,000.00 0.800 5,600.00 S) PROGRAM CAS145 PAGE 11 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 103C FIBER OPTIC CONDUIT M 70.0000 175,700.00 2,670.000 186,900.00 S) 67 TEMPORARY FIBER OPTIC SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 S) 68 ELECTRICAL SERVICE IRRIGATION LS 8,000.0000 8,000.00 0.160 1,280.00 S) (LOCATION 1) 69 ELECTRICAL SERVICE IRRIGATION LS 8,100.0000 8,100.00 0.200 1,620.00 S) (LOCATION 2) 70 ELECTRICAL SERVICE IRRIGATION LS 4,000.0000 4,000.00 0.200 800.00 S) (LOCATION 3) 71 ELECTRICAL SERVICE IRRIGATION LS 4,500.0000 4,500.00 0.100 450.00 S) (LOCATION 4) 72 ELECTRICAL SERVICE IRRIGATION LS 5,500.0000 5,500.00 0.275 1,512.50 S) (LOCATION 5) 73 ELECTRICAL SERVICE IRRIGATION LS 3,500.0000 3,500.00 0.100 350.00 S) (LOCATION 6) 74 RELOCATE CLOSED CIRCUIT TELEVISION LS 24,000.0000 24,000.00 0.200 4,800.00 S) SYSTEM (LOCATION 1) 75 RELOCATE CLOSED CIRCUIT TELEVISION LS 18,000.0000 18,000.00 0.710 12,780.00 S) SYSTEM (LOCATION 2) 76 RELOCATE CLOSED CIRCUIT TELEVISION LS 18,000.0000 18,000.00 0.400 7,200.00 S) SYSTEM (LOCATION 3) 77 MODIFY RAMP METERING SYSTEM LS 12,000.0000 12,000.00 0.330 3,960.00 S) (LOCATION 1) 78 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.700 17,500.00 S) (LOCATION 2) 79 RELOCATE RAMP METERING SYSTEM LS 40,000.0000 40,000.00 0.012 480.00 0.272 10,880.00 S) (LOCATION 1) 80 RELOCATE RAMP METERING SYSTEM LS 45,000.0000 45,000.00 0.300 13,500.00 S) (LOCATION 2) 81 RELOCATE RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.014 700.00 0.604 30,200.00 S) (LOCATION 3) 82 RELOCATE RAMP METERING SYSTEM LS 50,000.0000 50,000.00 0.240 12,000.00 S) (LOCATION 4) 83 MODIFY SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.583 17,490.00 S) (CITY LOCATION 1) 84 MODIFY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.892 80,280.00 S) (CITY LOCATION 2) 85 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 120,000.0000 120,000.00 0.640 76,800.00 S) 86 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 80,000.0000 80,000.00 0.848 67,840.00 S) 87 MODIFY AND REMOVE SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 0.500 2,500.00 S) (STATE LOCATION 1) 88 REMOVE SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 0.750 3,000.00 S) (STATE LOCATION 1) 89 REMOVE SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 0.550 2,200.00 S) (STATE LOCATION 2) 90 FIBER OPTIC TRENCH DELINEATOR EA 185.0000 4,440.00 24.000 4,440.00 S) 91 12 SINGLEMODE FIBER OPTIC CABLE M 7.0000 13,160.00 1,620.000 11,340.00 S) 92 48 SINGLEMODE FIBER OPTIC CABLE M 9.0000 28,080.00 2,808.000 25,272.00 S) PROGRAM CAS145 PAGE 12 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 60 SINGLEMODE FIBER OPTIC CABLE M 12.0000 37,440.00 0.000 0.00 S) 94 MODIFY EXISTING COMMUNICATION HUB LS 20,000.0000 20,000.00 0.000 0.00 S) ASSEMBLY 95 SPLICE VAULT LS 40,000.0000 40,000.00 0.850 34,000.00 S) 96 SYSTEM TESTING AND DOCUMENTATION LS 30,000.0000 30,000.00 0.500 15,000.00 S) 97 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 98 TEMPORARY DRAINAGE FACILITIES LS 100,000.0000 100,000.00 0.750 75,000.00 PROGRAM CAS145 PAGE 13 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:44 PM ESTIMATE NO. 24 BID OPENING 09/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,620,801.30 57,206,253.46 ADJUSTMENT OF COMPENSATION 160,562.19 432,505.48 EXTRA WORK 5,769.60 1,242,476.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,787,133.09 58,881,235.74 99 MOBILIZATION LS 7999,933.0000 7,999,933.00 1.000 7,999,933.00 ORIGINAL CONTRACT AMOUNT 81,174,880.20 TOTAL WORK COMPLETED 2,787,133.09 66,881,168.74 MATERIALS ON HAND ON SITE 917,639.55 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 2,787,133.09 67,793,808.29 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 12/14/07 850 12/26/07 12/31/07 07/11/11 422 33 4 0 80% 70% PROGRESS IS SATISFACTORY YOGARAJAH, MANNY RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 10/23/09