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 11/24/10 EST. NO.37 TIME 09:20 AM 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 0415 255.54 E.W. @ F.A.(+) 092310 Y 1687.0 004 0013 787.50 A.C. @ U.P.(+) 093010 Y 1659.1 007 0268 1,494.58 E.W. @ F.A.(+) 082810 N 1643.0 0271 3,209.61 082710 N 1650.0 013 0040 850.71 E.W. @ F.A.(+) 090809 Y 1189.1 0041 670.23 010510 Y 1559.0 0043 1,056.33 062110 Y 1579.0 0044 2,317.77 063010 Y 1586.0 0045 2,148.86 070110 Y 1587.0 0046 532.19 062110 Y 1579.1 0047 4,864.73 051910 Y 1615.0 0048 1,001.00 110409 Y 1534.1 0049 1,339.16 062810 Y 1632.0 0051 25.10 050410 Y 1467.1 0052 339.81 012810 Y 1667.0 0053 667.26 070210 Y 1674.0 0054 1,478.62 070610 Y 1675.0 019 0073 512.90 E.W. @ F.A.(+) 031210 Y 1669.0 022 0074 419.85 E.W. @ F.A.(+) 080210 N 1649.0 029 0376 88.35 E.W. @ F.A.(+) 062910 Y 1672.0 031 0017 479.85 E.W. @ F.A.(+) 020110 Y 1668.0 037 0091 1,389.35 E.W. @ F.A.(+) 111609 Y 1539.0 25,929.30 TOTAL THIS ESTIMATE 2,269,521.75 TOTAL PREVIOUS ESTIMATE 2,295,451.05 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 11/24/10 EST. NO.37 TIME 09:20 AM 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 2009 SOLID WASTE RPT -10,000.00 28 2008 SOLID WASTE RPT -10,000.00 29 PCC GRADATION -9,170.37 34 0.00 -34,170.37 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 -34,170.37 PROGRAM CAS145 PAGE 1 DATE 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 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 1.000 10,000.00 02 TIME-RELATED OVERHEAD WDAY 7,500.0000 4,500,000.00 9.000 67,500.00 618.000 4,635,000.00 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 1.000 5,000.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 1.000 100,000.00 07 TEMPORARY FIBER ROLL M 10.0000 18,000.00 1,722.000 17,220.00 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 20.000 20,000.00 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 10,267.000 82,136.00 12 TEMPORARY CHECK DAM M 75.0000 15,000.00 86.000 6,450.00 13 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 2.000 1,000.00 (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 1,000.0000 16,000.00 16.000 16,000.00 15 TEMPORARY HYDRAULIC MULCH M2 0.5700 153,900.00 44,097.000 25,135.29 (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 150,000.0000 150,000.00 1.000 150,000.00 17 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 1.000 80,000.00 S) 18 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 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 54.650 2,186.00 1,095.070 43,802.80 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.2500 82,875.00 12,292.700 15,365.88 183,064.040 228,830.05 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 51,600.00 757.000 30,280.00 S) PROGRAM CAS145 PAGE 2 DATE 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,217.000 84,868.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 120,000.00 12.000 120,000.00 S) 25 TEMPORARY RAILING (TYPE K) M 40.0000 864,000.00 18,086.798 723,471.92 26 TEMPORARY CRASH CUSHION MODULE EA 300.0000 114,000.00 66.000 19,800.00 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 1,158.500 81,095.00 29 OBLITERATE SURFACING M2 5.0000 23,900.00 4,775.000 23,875.00 4,775.000 23,875.00 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 78.920 2,367.60 S) 34 REMOVE PAVEMENT MARKER EA 1.0000 2,280.00 11,040.000 11,040.00 S) 35 REMOVE ROADSIDE SIGN EA 150.0000 3,150.00 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 1,674.430 133,954.40 38 REMOVE INLET EA 750.0000 51,000.00 61.000 45,750.00 39 REMOVE MANHOLE EA 1,600.0000 3,200.00 2.000 3,200.00 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 3,522.000 59,874.00 S) 44 SALVAGE DOUBLE METAL BEAM BARRIER M 33.0000 4,290.00 123.400 4,072.20 123.400 4,072.20 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 1.000 6,500.00 1.000 6,500.00 47 RELOCATE SIGN PANEL EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 48 ADJUST INLET EA 1,000.0000 1,000.00 1.000 1,000.00 49 ADJUST MANHOLE EA 2,000.0000 2,000.00 1.000 2,000.00 PROGRAM CAS145 PAGE 3 DATE 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 58,686.670 146,716.68 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 2,590.000 11,655.00 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 1.000 7,500.00 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 1.000 40,000.00 66 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000.00 67 ROADWAY EXCAVATION M3 12.0000 2,208,000.00 180,862.180 2,170,346.16 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 1.000 25,000.00 (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 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,286.000 290,010.00 F) 79 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 705,560.00 0.500 10.00 35,278.000 705,560.00 F) 80 STRUCTURE BACKFILL (TIEBACK WALL) M3 100.0000 500.00 5.000 500.00 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 1,738.000 43,450.00 F) WALL) 83 SAND BACKFILL M3 160.0000 91,200.00 541.000 86,560.00 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 1.000 200,000.00 S) 91 ROCK BLANKET (TYPE 1) M2 70.0000 1,687,000.00 24,270.500 1,698,935.00 S) 92 EROSION CONTROL (BLANKET) M2 9.4500 47,533.50 3,400.000 32,130.00 3,400.000 32,130.00 S) 93 FIBER (EROSION CONTROL) KG 1.0000 7,200.00 12,655.000 12,655.00 S) 94 COMPOST (EROSION CONTROL) M3 35.0000 39,550.00 1,835.500 64,242.50 S) 95 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 2.000 1,000.00 S) 96 PURE LIVE SEED (EROSION CONTROL) KG 50.0000 7,000.00 206.000 10,300.00 S) 97 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 1,360.00 1,025.000 2,050.00 S) 98 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 2,250.00 1,476.000 7,380.00 S) 99 TRANSPLANT PALM TREE EA 1,365.0000 354,900.00 251.000 342,615.00 S) 00 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.084 4,200.00 0.304 15,200.00 S) 01 IRRIGATION SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 S) 02 50 MM WATER METER EA 27,500.0000 165,000.00 6.000 165,000.00 S) 03 250 MM CORRUGATED STEEL PIPE CONDUIT M 211.0000 73,850.00 100.600 21,226.60 S) (1.63 MM THICK) PROGRAM CAS145 PAGE 5 DATE 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 25,000.00 06 CLASS 2 AGGREGATE SUBBASE M3 40.0000 512,000.00 12,270.540 490,821.60 07 CLASS 2 AGGREGATE BASE M3 45.0000 1,017,000.00 21,189.040 953,506.80 08 AGGREGATE BASE (APPROACH SLAB) M3 260.0000 8,840.00 34.000 8,840.00 09 LEAN CONCRETE BASE M3 210.0000 1,862,700.00 8,389.440 1,761,782.40 10 ASPHALT CONCRETE (TYPE A) TONN 82.0000 3,148,800.00 40,863.547 3,350,810.85 11 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 80.0000 368,000.00 4,531.030 362,482.40 12 PLACE ASPHALT CONCRETE DIKE M 8.0000 34,400.00 3,686.670 29,493.36 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 21.431 19,287.90 15 CONCRETE PAVEMENT M3 317.0000 5,357,300.00 17,419.150 5,521,870.55 16 CONCRETE PAVEMENT (RAMP TERMINI) M3 335.0000 589,600.00 1,462.370 489,893.95 17 REPLACE CONCRETE PAVEMENT M3 1,240.0000 248,000.00 576.120 714,388.80 (RAPID STRENGTH CONCRETE) 18 SEAL PAVEMENT JOINT M 6.6000 92,400.00 13,986.305 92,309.61 19 SEAL LONGITUDINAL ISOLATION JOINT M 26.0000 243,100.00 9,342.800 242,912.80 20 GRIND EXISTING CONCRETE M2 5.2000 309,920.00 63,356.580 329,454.22 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 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 600,000.00 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 11,445.100 9,156,080.00 F) 35 STRUCTURAL CONCRETE, RETAINING WALL M3 382.0000 3,875,390.00 10,145.000 3,875,390.00 F) 36 STRUCTURAL CONCRETE (TIEBACK WALL) M3 1,000.0000 34,000.00 34.000 34,000.00 F) 37 STRUCTURAL CONCRETE, BARRIER SLAB M3 350.0000 104,300.00 298.000 104,300.00 F) 38 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 530,800.00 1,327.000 530,800.00 F) (TYPE N) 39 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 413,000.00 590.000 413,000.00 F) (TYPE R) 40 CLASS 3 CONCRETE (CHANNEL LINING) M3 750.0000 187,500.00 257.220 192,915.00 41 CLASS 1 CONCRETE (STRUCTURE) M3 800.0000 776,000.00 968.050 774,440.00 42 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 360,000.00 295.070 354,084.00 F) 43 PAVING NOTCH EXTENSION M3 2,500.0000 37,000.00 14.800 37,000.00 44 FRACTURED RIB TEXTURE M2 25.0000 110,150.00 4,406.000 110,150.00 F) 45 FRACTURED RIB TEXTURE M2 50.0000 261,800.00 5,236.000 261,800.00 F) (MOUNTAIN RIDGE RELIEF) 46 ARCHITECTURAL TEXTURE (FOUNTAIN) M2 100.0000 66,000.00 660.000 66,000.00 F) 47 DRILL AND BOND DOWEL M 75.0000 28,650.00 294.500 22,087.50 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 16.000 40,000.00 S) 53 JOINT SEAL (MR 30 MM) M 200.0000 11,200.00 56.000 11,200.00 S) 54 JOINT SEAL (MR 15 MM) M 180.0000 8,280.00 46.000 8,280.00 S) 55 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,000.0000 44,000.00 22.000 44,000.00 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 112,420.00 511.000 112,420.00 S) PROGRAM CAS145 PAGE 7 DATE 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,181.849 25,809.14 118,724.000 201,830.80 SF) 59 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 3,409,690.00 2,055,481.390 3,494,318.36 SF) 60 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 1,545,029.70 908,841.000 1,545,029.70 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 2,590.000 11,655.00 F) 64 FURNISH BRIDGE DECK TREATMENT MATERIAL L 25.0000 25,875.00 1,071.000 26,775.00 (LOW ODOR) 65 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 96,000.00 6,000.000 96,000.00 F) WITH WALKWAY) 66 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 12,000.00 6,000.000 12,000.00 SF)WITH WALKWAY) 67 FURNISH SIGN STRUCTURE (TUBULAR) KG 9.7000 546,905.40 56,780.000 550,766.00 F) 68 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 28,191.00 56,780.000 28,390.00 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 40.000 7,000.00 40.000 7,000.00 (25.4 MM-TYPE B) 73 FURNISH LAMINATED PANEL SIGN M2 180.0000 5,940.00 33.000 5,940.00 33.000 5,940.00 (63.5 MM-TYPE B) 74 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 12,600.00 140.000 12,600.00 140.000 12,600.00 (1.6 MM-UNFRAMED) 75 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 2,800.00 14.000 2,800.00 14.000 2,800.00 (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 3.000 6,000.00 S) 78 ROADSIDE SIGN - ONE POST EA 250.0000 21,250.00 75.000 18,750.00 79 ROADSIDE SIGN - TWO POST EA 500.0000 10,000.00 18.000 9,000.00 80 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,050.00 7.000 1,050.00 7.000 1,050.00 METHOD) 81 INSTALL ROADSIDE SIGN EA 2,000.0000 6,000.00 3.000 6,000.00 (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 81.000 21,060.00 84 300 MM ALTERNATIVE PIPE CULVERT M 257.0000 38,550.00 100.000 25,700.00 PROGRAM CAS145 PAGE 8 DATE 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,538.340 452,271.96 86 600 MM ALTERNATIVE PIPE CULVERT M 344.0000 419,680.00 1,225.860 421,695.84 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 190,260.00 171.480 181,254.36 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 3.600 1,080.00 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 50,880.00 157.000 49,926.00 07 OVERSIDE DRAIN EA 300.0000 300.00 3.000 900.00 3.000 900.00 08 900 MM CORRUGATED STEEL PIPE RISER M 750.0000 6,000.00 6.920 5,190.00 (2.01 MM THICK) 09 450 MM ALTERNATIVE STEEL FLARED END EA 300.0000 1,500.00 5.000 1,500.00 SECTION 10 600 MM ALTERNATIVE STEEL FLARED END EA 400.0000 800.00 2.000 800.00 SECTION 11 900 MM PRECAST CONCRETE PIPE INLET M 850.0000 14,450.00 7.740 6,579.00 PROGRAM CAS145 PAGE 9 DATE 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 36.950 33,255.00 13 ROCK SLOPE PROTECTION M3 95.0000 4,845.00 46.600 4,427.00 (BACKING NO. 2, METHOD B) 14 ROCK SLOPE PROTECTION M3 95.0000 1,140.00 12.000 1,140.00 (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 1,400.00 257.500 1,287.50 17 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 630,000.00 1,180.167 590,083.50 CONSTRUCTION) 18 MINOR CONCRETE (GUTTER) M 600.0000 50,400.00 83.500 50,100.00 19 MISCELLANEOUS IRON AND STEEL KG 5.0000 114,635.00 22,927.000 114,635.00 SF) 20 ISOLATION CASING KG 4.0000 336,400.00 84,100.000 336,400.00 SF) 21 MISCELLANEOUS METAL (DECK DRAINS) KG 6.0000 45,330.00 7,555.000 45,330.00 SF) 22 CHAIN LINK FENCE (TYPE CL-0.9) M 36.0000 3,960.00 117.640 4,235.04 S) 23 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 176,400.00 4,167.060 166,682.40 S) 24 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,300.0000 19,500.00 17.000 22,100.00 S) 25 RESET SURVEY MONUMENTS EA 1,500.0000 48,000.00 32.000 48,000.00 26 DELINEATOR (CLASS 1) EA 50.0000 7,000.00 140.000 7,000.00 27 OBJECT MARKER EA 50.0000 100.00 2.000 100.00 28 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 130,900.00 2,220.920 188,778.20 S) 29 CHAIN LINK RAILING (TYPE 7) M 180.0000 157,140.00 873.000 157,140.00 SF) 30 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 72,000.00 144.000 72,000.00 F) 31 METAL HAND RAILING (MODIFIED) M 150.0000 12,750.00 84.700 12,705.00 S) 32 CABLE RAILING M 50.0000 12,100.00 242.000 12,100.00 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 15.000 54,000.00 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 25.000 75,000.00 S) 37 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 17,100.00 20.000 18,000.00 S) 38 END CAP (TYPE A) EA 235.0000 940.00 6.000 1,410.00 S) PROGRAM CAS145 PAGE 10 DATE 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 14,000.00 S) 40 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 2,000.00 2.000 2,000.00 S) 41 CONCRETE BARRIER (TYPE 60R MODIFIED) M 1,000.0000 110,000.00 195.730 195,730.00 42 CONCRETE BARRIER (TYPE 60) M 190.0000 258,400.00 1,508.490 286,613.10 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 1,284.250 313,357.00 45 CONCRETE BARRIER (TYPE 60D) M 235.0000 131,600.00 560.000 131,600.00 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 1,874.000 374,800.00 F) 48 CONCRETE BARRIER (TYPE 732A MODIFIED) M 200.0000 314,200.00 1,571.000 314,200.00 F) 49 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 30,400.00 1,111.660 44,466.40 S) 50 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 45,500.00 56,179.170 39,325.42 S) (SPRAYABLE) 51 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 5,040.00 856.000 1,284.00 7,118.000 10,677.00 S) 52 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 16,290.00 1,542.000 4,626.00 4,110.000 12,330.00 S) 53 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 54 SIGNAL AND LIGHTING (LOCATION 2) LS 90,000.0000 90,000.00 1.000 90,000.00 S) 55 SIGNAL AND LIGHTING (LOCATION 3) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 56 SIGNAL AND LIGHTING (LOCATION 4) LS 90,000.0000 90,000.00 1.000 90,000.00 S) 57 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 1.000 75,000.00 S) (CITY STREET LOCATION 1) 58 SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 1.000 70,000.00 S) (CITY STREET LOCATION 2) 59 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 60 LIGHTING (STAGE CONSTRUCTION) LS 30,000.0000 30,000.00 1.000 30,000.00 S) 61 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 1.000 300,000.00 S) 62 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) 63 SIZE 25 INNERDUCT M 2.0000 21,360.00 10,764.900 21,529.80 S) 64 53C FIBER OPTIC CONDUIT LS 60,000.0000 60,000.00 1.000 60,000.00 S) 65 53C COMMUNICATION CONDUIT LS 7,000.0000 7,000.00 1.000 7,000.00 S) PROGRAM CAS145 PAGE 11 DATE 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,706.600 189,462.00 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 1.000 8,000.00 S) (LOCATION 1) 69 ELECTRICAL SERVICE IRRIGATION LS 8,100.0000 8,100.00 1.000 8,100.00 S) (LOCATION 2) 70 ELECTRICAL SERVICE IRRIGATION LS 4,000.0000 4,000.00 1.000 4,000.00 S) (LOCATION 3) 71 ELECTRICAL SERVICE IRRIGATION LS 4,500.0000 4,500.00 1.000 4,500.00 S) (LOCATION 4) 72 ELECTRICAL SERVICE IRRIGATION LS 5,500.0000 5,500.00 1.000 5,500.00 S) (LOCATION 5) 73 ELECTRICAL SERVICE IRRIGATION LS 3,500.0000 3,500.00 1.000 3,500.00 S) (LOCATION 6) 74 RELOCATE CLOSED CIRCUIT TELEVISION LS 24,000.0000 24,000.00 1.000 24,000.00 S) SYSTEM (LOCATION 1) 75 RELOCATE CLOSED CIRCUIT TELEVISION LS 18,000.0000 18,000.00 1.000 18,000.00 S) SYSTEM (LOCATION 2) 76 RELOCATE CLOSED CIRCUIT TELEVISION LS 18,000.0000 18,000.00 1.000 18,000.00 S) SYSTEM (LOCATION 3) 77 MODIFY RAMP METERING SYSTEM LS 12,000.0000 12,000.00 1.000 12,000.00 S) (LOCATION 1) 78 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) (LOCATION 2) 79 RELOCATE RAMP METERING SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 S) (LOCATION 1) 80 RELOCATE RAMP METERING SYSTEM LS 45,000.0000 45,000.00 1.000 45,000.00 S) (LOCATION 2) 81 RELOCATE RAMP METERING SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) (LOCATION 3) 82 RELOCATE RAMP METERING SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) (LOCATION 4) 83 MODIFY SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 S) (CITY LOCATION 1) 84 MODIFY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 1.000 90,000.00 S) (CITY LOCATION 2) 85 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 86 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 87 MODIFY AND REMOVE SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 1.000 5,000.00 S) (STATE LOCATION 1) 88 REMOVE SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 1.000 4,000.00 S) (STATE LOCATION 1) 89 REMOVE SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 1.000 4,000.00 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 4,089.000 36,801.00 S) PROGRAM CAS145 PAGE 12 DATE 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 20,000.00 S) ASSEMBLY 95 SPLICE VAULT LS 40,000.0000 40,000.00 1.000 40,000.00 S) 96 SYSTEM TESTING AND DOCUMENTATION LS 30,000.0000 30,000.00 1.000 30,000.00 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 1.000 100,000.00 PROGRAM CAS145 PAGE 13 DATE 11/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 09:20 AM ESTIMATE NO. 37 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 11/19/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 218,848.22 73,120,485.48 ADJUSTMENT OF COMPENSATION 787.50 343,515.45 EXTRA WORK 25,141.80 1,951,935.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 244,777.52 75,415,936.53 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 244,777.52 83,415,869.53 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -34,170.37 TOTAL 244,777.52 83,381,699.16 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 08/10/11 675 50 4 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY YOGARAJAH, MANNY RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 11/24/10