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 08/04/11 EST. NO.43 TIME 02:50 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 --------------------------------------------------------------------------- 039 0001-1 107,518.32 A.C. @ U.P.(-) 072010 N 1 0 DAO CORRECTING ENTRY 041 0001 2,407.50 A.C. @ L.S.(+) 080411 N 001 0 046 0007 85,559.94 A.C. @ L.S.(+) 080411 N 001 0 195,485.76 TOTAL THIS ESTIMATE 2,414,980.92 TOTAL PREVIOUS ESTIMATE 2,610,466.68 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 08/04/11 EST. NO.43 TIME 02:50 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 2009 SOLID WASTE RPT -10,000.00 28 2008 SOLID WASTE RPT -10,000.00 29 PCC GRADATION -9,170.37 34 SWPPP ACL -231,975.00 40 0.00 -266,145.37 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 -266,145.37 PROGRAM CAS145 PAGE 1 DATE 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000.00 002 TIME-RELATED OVERHEAD WDAY 7,500.0000 4,500,000.00 618.000 4,635,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 18.0000 65,160.00 1,994.800 35,906.40 (S) 004 TEMPORARY FENCE (TYPE ESA) M 25.0000 1,925.00 70.000 1,750.00 (S) 005 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 006 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 1.000 100,000.00 007 TEMPORARY FIBER ROLL M 10.0000 18,000.00 1,722.000 17,220.00 008 TEMPORARY SILT FENCE M 10.0000 50,000.00 2,392.000 23,920.00 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 50,000.00 35.000 35,000.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 58,500.00 13.000 58,500.00 011 TEMPORARY COVER M2 8.0000 80,000.00 10,267.000 82,136.00 012 TEMPORARY CHECK DAM M 75.0000 15,000.00 86.000 6,450.00 013 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 2.000 1,000.00 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 1,000.0000 16,000.00 16.000 16,000.00 015 TEMPORARY HYDRAULIC MULCH M2 0.5700 153,900.00 44,097.000 25,135.29 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 150,000.0000 150,000.00 1.000 150,000.00 017 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 018 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 019 TYPE III BARRICADE EA 80.0000 10,400.00 105.000 8,400.00 (S) 020 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 10,800.00 1,095.070 43,802.80 (S) 021 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.2500 82,875.00 183,064.040 228,830.05 (S) 022 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 51,600.00 955.000 38,200.00 (S) PROGRAM CAS145 PAGE 2 DATE 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKER EA 4.0000 81,600.00 21,217.000 84,868.00 (S) 024 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 120,000.00 12.000 120,000.00 (S) 025 TEMPORARY RAILING (TYPE K) M 40.0000 864,000.00 18,086.798 723,471.92 026 TEMPORARY CRASH CUSHION MODULE EA 300.0000 114,000.00 132.000 39,600.00 (S) 027 TEMPORARY TRAFFIC SCREEN M 25.0000 90,750.00 0.000 0.00 (S) 028 ABANDON CULVERT M 70.0000 88,200.00 1,158.500 81,095.00 029 OBLITERATE SURFACING M2 5.0000 23,900.00 4,775.000 23,875.00 030 REMOVE CHAIN LINK FENCE M 5.0000 29,850.00 5,594.000 27,970.00 (S) 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.5000 27,250.00 9,800.340 24,500.85 (S) STRIPE 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7500 24,675.00 15,907.000 27,837.25 (S) 033 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 6,900.00 172.500 5,175.00 (S) 034 REMOVE PAVEMENT MARKER EA 1.0000 2,280.00 11,040.000 11,040.00 (S) 035 REMOVE ROADSIDE SIGN EA 150.0000 3,150.00 21.000 3,150.00 036 REMOVE SIGN STRUCTURE EA 5,000.0000 70,000.00 14.000 70,000.00 037 REMOVE CULVERT M 80.0000 134,400.00 1,674.430 133,954.40 038 REMOVE INLET EA 750.0000 51,000.00 68.000 51,000.00 039 REMOVE MANHOLE EA 1,600.0000 3,200.00 2.000 3,200.00 040 REMOVE CRIB WALL M 55.0000 6,600.00 116.000 6,380.00 041 SALVAGE SINGLE THRIE BEAM BARRIER M 22.0000 34,760.00 1,524.000 33,528.00 (S) 042 SALVAGE METAL BEAM GUARD RAILING M 22.0000 26,400.00 1,197.000 26,334.00 (S) 043 SALVAGE SINGLE METAL BEAM BARRIER M 17.0000 55,080.00 3,522.000 59,874.00 (S) 044 SALVAGE DOUBLE METAL BEAM BARRIER M 33.0000 4,290.00 123.400 4,072.20 (S) 045 RELOCATE ROADSIDE SIGN (WOOD POST) EA 250.0000 2,750.00 0.000 0.00 046 RELOCATE SIGN STRUCTURE EA 6,500.0000 6,500.00 1.000 6,500.00 047 RELOCATE SIGN PANEL EA 1,000.0000 1,000.00 1.000 1,000.00 048 ADJUST INLET EA 1,000.0000 1,000.00 1.000 1,000.00 049 ADJUST MANHOLE EA 2,000.0000 2,000.00 1.000 2,000.00 PROGRAM CAS145 PAGE 3 DATE 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 136,250.00 58,686.670 146,716.68 (S) 051 REMOVE CONCRETE (CURB AND GUTTER) M 12.0000 55,680.00 4,631.000 55,572.00 052 REMOVE CONCRETE (HEADWALL, WINGWALL AND M3 90.0000 23,400.00 298.810 26,892.90 REINFORCED CONCRETE BOX) 053 REMOVE CONCRETE (CHANNEL) M3 200.0000 66,000.00 203.500 40,700.00 054 CLEAN BRIDGE DECK M2 4.5000 11,655.00 2,590.000 11,655.00 055 REMOVE CONCRETE (MISCELLANEOUS) M2 12.0000 81,000.00 6,121.040 73,452.48 056 CAP INLET EA 1,200.0000 4,800.00 2.000 2,400.00 057 BRIDGE REMOVAL, LOCATION E LS 150,000.0000 150,000.00 1.000 150,000.00 058 BRIDGE REMOVAL, LOCATION F LS 75,000.0000 75,000.00 1.000 75,000.00 059 BRIDGE REMOVAL, LOCATION G LS 130,000.0000 130,000.00 1.000 130,000.00 060 BRIDGE REMOVAL (PORTION), LOCATION A LS 7,500.0000 7,500.00 1.000 7,500.00 061 BRIDGE REMOVAL (PORTION), LOCATION B LS 10,000.0000 10,000.00 1.000 10,000.00 062 BRIDGE REMOVAL (PORTION), LOCATION C LS 70,000.0000 70,000.00 1.000 70,000.00 063 BRIDGE REMOVAL (PORTION), LOCATION D LS 15,000.0000 15,000.00 1.000 15,000.00 064 BRIDGE REMOVAL (PORTION), LOCATION H LS 100,000.0000 100,000.00 1.000 100,000.00 065 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 066 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000.00 067 ROADWAY EXCAVATION M3 12.0000 2,208,000.00 180,862.180 2,170,346.16 068 HEALTH, SAFETY AND WORK PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 (ASBESTOS CONTAMINATED MATERIAL) 069 HAZARDOUS MATERIAL MANAGEMENT PLAN LS 25,000.0000 25,000.00 1.000 25,000.00 (ASBESTOS CONTAMINATED MATERIAL) 070 HAZARDOUS MATERIAL MANAGEMENT REPORT LS 25,000.0000 25,000.00 1.000 25,000.00 (ASBESTOS CONTAMINATED MATERIAL) 071 HAZARDOUS ROADWAY EXCAVATION M3 25.0000 132,500.00 5,262.370 131,559.25 (ASBESTOS CONTAMINATED MATERIAL) 072 TRANSPORTATION AND WASTE DISPOSAL TONN 80.0000 952,000.00 10,579.000 846,320.00 (ASBESTOS CONTAMINATED MATERIAL) 073 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 074 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 606,500.00 6,065.000 606,500.00 (F) 075 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 677,800.00 6,835.040 683,504.00 (F) 076 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 1,038,750.00 20,774.800 1,038,740.00 (F) PROGRAM CAS145 PAGE 4 DATE 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (TIEBACK WALL) M3 100.0000 11,200.00 112.000 11,200.00 (F) 078 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 290,010.00 8,286.000 290,010.00 (F) 079 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 705,560.00 35,278.000 705,560.00 (F) 080 STRUCTURE BACKFILL (TIEBACK WALL) M3 100.0000 500.00 5.000 500.00 (F) 081 PERVIOUS BACKFILL MATERIAL M3 100.0000 5,000.00 50.000 5,000.00 (F) 082 PERVIOUS BACKFILL MATERIAL (RETAINING M3 25.0000 43,450.00 1,738.000 43,450.00 (F) WALL) 083 SAND BACKFILL M3 160.0000 91,200.00 541.000 86,560.00 084 DITCH EXCAVATION M3 70.0000 3,220.00 0.000 0.00 085 EARTH RETAINING STRUCTURE, LOCATION A M2 570.0000 86,070.00 151.000 86,070.00 (F) 086 EARTH RETAINING STRUCTURE, LOCATION B M2 690.0000 24,840.00 36.000 24,840.00 (F) 087 EARTH RETAINING STRUCTURE, LOCATION C M2 510.0000 167,790.00 329.000 167,790.00 (F) 088 EARTH RETAINING STRUCTURE, LOCATION D M2 508.0000 209,804.00 413.000 209,804.00 (F) 089 IMPORTED BORROW M3 11.0000 558,800.00 50,800.000 558,800.00 090 HIGHWAY PLANTING LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 091 ROCK BLANKET (TYPE 1) M2 70.0000 1,687,000.00 24,270.500 1,698,935.00 (S) 092 EROSION CONTROL (BLANKET) M2 9.4500 47,533.50 3,400.000 32,130.00 (S) 093 FIBER (EROSION CONTROL) KG 1.0000 7,200.00 12,655.000 12,655.00 (S) 094 COMPOST (EROSION CONTROL) M3 35.0000 39,550.00 1,835.500 64,242.50 (S) 095 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 2.000 1,000.00 (S) 096 PURE LIVE SEED (EROSION CONTROL) KG 50.0000 7,000.00 206.000 10,300.00 (S) 097 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 1,360.00 1,025.000 2,050.00 (S) 098 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 2,250.00 1,476.000 7,380.00 (S) 099 TRANSPLANT PALM TREE EA 1,365.0000 354,900.00 251.000 342,615.00 (S) 100 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.032 1,600.00 1.000 50,000.00 (S) 101 IRRIGATION SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 (S) 102 50 MM WATER METER EA 27,500.0000 165,000.00 6.000 165,000.00 (S) 103 250 MM CORRUGATED STEEL PIPE CONDUIT M 211.0000 73,850.00 349.600 73,765.60 (S) (1.63 MM THICK) PROGRAM CAS145 PAGE 5 DATE 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 250 MM WELDED STEEL PIPE CONDUIT M 530.0000 132,500.00 164.460 87,163.80 (S) (6.35 MM THICK) 105 FINISHING ROADWAY LS 25,000.0000 25,000.00 1.000 25,000.00 106 CLASS 2 AGGREGATE SUBBASE M3 40.0000 512,000.00 12,701.540 508,061.60 107 CLASS 2 AGGREGATE BASE M3 45.0000 1,017,000.00 22,582.040 1,016,191.80 108 AGGREGATE BASE (APPROACH SLAB) M3 260.0000 8,840.00 34.000 8,840.00 109 LEAN CONCRETE BASE M3 210.0000 1,862,700.00 8,389.440 1,761,782.40 110 ASPHALT CONCRETE (TYPE A) TONN 82.0000 3,148,800.00 40,863.547 3,350,810.85 111 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 80.0000 368,000.00 4,531.030 362,482.40 112 PLACE ASPHALT CONCRETE DIKE M 8.0000 34,400.00 4,711.620 37,692.96 113 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 960.00 37.340 2,240.40 AREA) 114 ASPHALTIC EMULSION (PAINT BINDER) TONN 900.0000 49,500.00 21.431 19,287.90 115 CONCRETE PAVEMENT M3 317.0000 5,357,300.00 17,419.150 5,521,870.55 116 CONCRETE PAVEMENT (RAMP TERMINI) M3 335.0000 589,600.00 1,462.370 489,893.95 117 REPLACE CONCRETE PAVEMENT M3 1,240.0000 248,000.00 576.120 714,388.80 (RAPID STRENGTH CONCRETE) 118 SEAL PAVEMENT JOINT M 6.6000 92,400.00 13,986.305 92,309.61 119 SEAL LONGITUDINAL ISOLATION JOINT M 26.0000 243,100.00 9,342.800 242,912.80 120 GRIND EXISTING CONCRETE M2 5.2000 309,920.00 63,356.580 329,454.22 (S) PAVEMENT 121 FURNISH STEEL PILING (HP 250 X 62) M 70.0000 59,500.00 837.930 58,655.10 122 DRIVE STEEL PILE (HP 250 X 62) EA 1,500.0000 108,000.00 66.000 99,000.00 (S) 123 FURNISH STEEL PILING (HP 250 X 85) M 95.0000 151,240.00 1,306.000 124,070.00 124 DRIVE STEEL PILE (HP 250 X 85) EA 1,500.0000 156,000.00 80.000 120,000.00 (S) 125 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 126 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 127 FURNISH STEEL PILING (HP 360 X 174) M 195.0000 1,332,435.00 6,823.561 1,330,594.40 128 DRIVE STEEL PILE (HP 360 X 174) EA 1,600.0000 843,200.00 527.000 843,200.00 (S) 129 FURNISH PILING (CLASS 625) M 78.0000 597,636.00 6,990.940 545,293.32 (ALTERNATIVE V) 130 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 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 PRESTRESSING CAST-IN-PLACE CONCRETE LS 600,000.0000 600,000.00 1.000 600,000.00 (S) 132 TIEBACK ANCHOR EA 2,400.0000 86,400.00 36.000 86,400.00 (S) 133 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 650.0000 1,607,450.00 2,568.070 1,669,245.50 (F) 134 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 9,073,600.00 11,445.100 9,156,080.00 (F) 135 STRUCTURAL CONCRETE, RETAINING WALL M3 382.0000 3,875,390.00 10,145.000 3,875,390.00 (F) 136 STRUCTURAL CONCRETE (TIEBACK WALL) M3 1,000.0000 34,000.00 34.000 34,000.00 (F) 137 STRUCTURAL CONCRETE, BARRIER SLAB M3 350.0000 104,300.00 298.000 104,300.00 (F) 138 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 530,800.00 1,327.000 530,800.00 (F) (TYPE N) 139 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 413,000.00 590.000 413,000.00 (F) (TYPE R) 140 CLASS 3 CONCRETE (CHANNEL LINING) M3 750.0000 187,500.00 257.220 192,915.00 141 CLASS 1 CONCRETE (STRUCTURE) M3 800.0000 776,000.00 968.050 774,440.00 142 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 360,000.00 295.070 354,084.00 (F) 143 PAVING NOTCH EXTENSION M3 2,500.0000 37,000.00 14.800 37,000.00 144 FRACTURED RIB TEXTURE M2 25.0000 110,150.00 4,406.000 110,150.00 (F) 145 FRACTURED RIB TEXTURE M2 50.0000 261,800.00 5,236.000 261,800.00 (F) (MOUNTAIN RIDGE RELIEF) 146 ARCHITECTURAL TEXTURE (FOUNTAIN) M2 100.0000 66,000.00 660.000 66,000.00 (F) 147 DRILL AND BOND DOWEL M 75.0000 28,650.00 382.000 28,650.00 148 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,200.0000 83,200.00 16.000 83,200.00 (S) GIRDER (5 M - 10 M) 149 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,900.0000 55,200.00 8.000 55,200.00 (S) GIRDER (10 M - 15 M) 150 ERECT PRECAST PRESTRESSED CONCRETE EA 1,000.0000 24,000.00 24.000 24,000.00 (S) GIRDER 151 CORE CONCRETE (101 MM - 150 MM) M 1,000.0000 1,200.00 1.200 1,200.00 (S) 152 PTFE BEARING EA 2,500.0000 40,000.00 16.000 40,000.00 (S) 153 JOINT SEAL (MR 30 MM) M 200.0000 11,200.00 56.000 11,200.00 (S) 154 JOINT SEAL (MR 15 MM) M 180.0000 8,280.00 46.000 8,280.00 (S) 155 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,000.0000 44,000.00 22.000 44,000.00 (S) 156 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,800.0000 83,600.00 22.000 83,600.00 (S) 157 JOINT SEAL (MR 50 MM) M 220.0000 112,420.00 511.000 112,420.00 (S) PROGRAM CAS145 PAGE 7 DATE 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 BAR REINFORCING STEEL KG 1.7000 201,830.80 118,724.000 201,830.80 (SF) 159 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 3,409,690.00 2,055,481.390 3,494,318.36 (SF) 160 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 1,545,029.70 908,841.000 1,545,029.70 (SF) 161 BAR REINFORCING STEEL (TIEBACK WALL) KG 1.8000 20,052.00 11,140.000 20,052.00 (SF) 162 SHOTCRETE M3 800.0000 36,800.00 46.000 36,800.00 (SF) 163 TREAT BRIDGE DECK M2 4.5000 11,655.00 2,590.000 11,655.00 (F) 164 FURNISH BRIDGE DECK TREATMENT MATERIAL L 25.0000 25,875.00 1,071.000 26,775.00 (LOW ODOR) 165 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 96,000.00 6,000.000 96,000.00 (F) WITH WALKWAY) 166 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 12,000.00 6,000.000 12,000.00 (SF)WITH WALKWAY) 167 FURNISH SIGN STRUCTURE (TUBULAR) KG 9.7000 546,905.40 56,780.000 550,766.00 (F) 168 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 28,191.00 56,780.000 28,390.00 (SF) 169 FURNISH SIGN STRUCTURE (TRUSS) KG 9.3000 68,764.20 7,743.000 72,009.90 (F) 170 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 3,697.00 7,743.000 3,871.50 (SF) 171 FURNISH LAMINATED PANEL SIGN M2 170.0000 32,300.00 183.250 31,152.50 (25.4 MM-TYPE A) 172 FURNISH LAMINATED PANEL SIGN M2 175.0000 7,000.00 40.000 7,000.00 (25.4 MM-TYPE B) 173 FURNISH LAMINATED PANEL SIGN M2 180.0000 5,940.00 33.000 5,940.00 (63.5 MM-TYPE B) 174 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 12,600.00 140.000 12,600.00 (1.6 MM-UNFRAMED) 175 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 2,800.00 14.000 2,800.00 (1.6 MM-FRAMED) 176 1524 MM CAST-IN-DRILLED-HOLE M 2,000.0000 220,000.00 102.600 205,200.00 (S) CONCRETE PILE (SIGN FOUNDATION) 177 METAL (BARRIER MOUNTED SIGN) EA 2,000.0000 18,000.00 3.000 6,000.00 (S) 178 ROADSIDE SIGN - ONE POST EA 250.0000 21,250.00 81.000 20,250.00 179 ROADSIDE SIGN - TWO POST EA 500.0000 10,000.00 20.000 10,000.00 180 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,050.00 7.000 1,050.00 METHOD) 181 INSTALL ROADSIDE SIGN EA 2,000.0000 6,000.00 3.000 6,000.00 (LAMINATED WOOD BOX POST) 182 PREPARE AND PAINT CONCRETE MEDIAN M2 9.8000 56,350.00 0.000 0.00 BARRIER 183 200 MM ALTERNATIVE PIPE CULVERT M 260.0000 21,840.00 81.000 21,060.00 184 300 MM ALTERNATIVE PIPE CULVERT M 257.0000 38,550.00 145.600 37,419.20 PROGRAM CAS145 PAGE 8 DATE 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 450 MM ALTERNATIVE PIPE CULVERT M 294.0000 432,180.00 1,538.340 452,271.96 186 600 MM ALTERNATIVE PIPE CULVERT M 344.0000 419,680.00 1,225.860 421,695.84 187 450 MM REINFORCED CONCRETE PIPE M 338.0000 60,840.00 203.470 68,772.86 188 600 MM REINFORCED CONCRETE PIPE M 419.0000 100,560.00 284.750 119,310.25 189 750 MM REINFORCED CONCRETE PIPE M 620.0000 210,800.00 383.690 237,887.80 190 900 MM REINFORCED CONCRETE PIPE M 669.0000 321,120.00 455.900 304,997.10 191 1050 MM REINFORCED CONCRETE PIPE M 1,005.0000 371,850.00 369.400 371,247.00 192 1200 MM REINFORCED CONCRETE PIPE M 1,057.0000 190,260.00 175.700 185,714.90 193 1500 MM REINFORCED CONCRETE PIPE M 1,187.0000 652,850.00 546.400 648,576.80 194 1800 MM REINFORCED CONCRETE PIPE M 2,247.0000 10,785.60 4.800 10,785.60 195 600 MM REINFORCED CONCRETE PIPE M 419.0000 30,168.00 71.510 29,962.69 (CLASS III) 196 1050 MM REINFORCED CONCRETE PIPE M 1,015.0000 192,850.00 186.900 189,703.50 (CLASS III) 197 1800 MM REINFORCED CONCRETE PIPE M 1,755.0000 91,260.00 46.330 81,309.15 (CLASS III) 198 2400 MM REINFORCED CONCRETE PIPE M 2,300.0000 529,000.00 226.770 521,571.00 (CLASS III) 199 750 MM REINFORCED CONCRETE PIPE M 1,500.0000 69,000.00 46.000 69,000.00 (CLASS IV) 200 900 MM REINFORCED CONCRETE PIPE M 800.0000 35,200.00 43.600 34,880.00 (CLASS IV) 201 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,000.0000 300,000.00 146.700 293,400.00 (CLASS III) 202 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,300.0000 28,600.00 21.500 27,950.00 (CLASS 3) 203 300 MM BITUMINOUS COATED CORRUGATED M 300.0000 1,080.00 3.600 1,080.00 STEEL PIPE (1.63 MM THICK) 204 450 MM BITUMINOUS COATED CORRUGATED M 380.0000 28,880.00 78.610 29,871.80 STEEL PIPE (2.77 MM THICK) 205 600 MM BITUMINOUS COATED CORRUGATED M 650.0000 1,625.00 2.500 1,625.00 STEEL PIPE (1.63 MM THICK) 206 GRATED LINE DRAIN M 318.0000 50,880.00 165.000 52,470.00 207 OVERSIDE DRAIN EA 300.0000 300.00 3.000 900.00 208 900 MM CORRUGATED STEEL PIPE RISER M 750.0000 6,000.00 6.920 5,190.00 (2.01 MM THICK) 209 450 MM ALTERNATIVE STEEL FLARED END EA 300.0000 1,500.00 5.000 1,500.00 SECTION 210 600 MM ALTERNATIVE STEEL FLARED END EA 400.0000 800.00 2.000 800.00 SECTION 211 900 MM PRECAST CONCRETE PIPE INLET M 850.0000 14,450.00 16.430 13,965.50 PROGRAM CAS145 PAGE 9 DATE 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 900 MM PRECAST CONCRETE PIPE MANHOLE M 900.0000 35,100.00 38.550 34,695.00 213 ROCK SLOPE PROTECTION M3 95.0000 4,845.00 46.600 4,427.00 (BACKING NO. 2, METHOD B) 214 ROCK SLOPE PROTECTION M3 95.0000 1,140.00 12.000 1,140.00 (BACKING NO. 3, METHOD B) 215 SLOPE PAVING (COBBLESTONE) M3 650.0000 14,300.00 0.000 0.00 (F) 216 ROCK SLOPE PROTECTION FABRIC M2 5.0000 1,400.00 257.500 1,287.50 217 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 630,000.00 1,180.167 590,083.50 CONSTRUCTION) 218 MINOR CONCRETE (GUTTER) M 600.0000 50,400.00 83.500 50,100.00 219 MISCELLANEOUS IRON AND STEEL KG 5.0000 114,635.00 22,927.000 114,635.00 (SF) 220 ISOLATION CASING KG 4.0000 336,400.00 84,100.000 336,400.00 (SF) 221 MISCELLANEOUS METAL (DECK DRAINS) KG 6.0000 45,330.00 7,555.000 45,330.00 (SF) 222 CHAIN LINK FENCE (TYPE CL-0.9) M 36.0000 3,960.00 117.640 4,235.04 (S) 223 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 176,400.00 4,167.060 166,682.40 (S) 224 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,300.0000 19,500.00 17.000 22,100.00 (S) 225 RESET SURVEY MONUMENTS EA 1,500.0000 48,000.00 32.000 48,000.00 226 DELINEATOR (CLASS 1) EA 50.0000 7,000.00 140.000 7,000.00 227 OBJECT MARKER EA 50.0000 100.00 2.000 100.00 228 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 130,900.00 2,220.920 188,778.20 (S) 229 CHAIN LINK RAILING (TYPE 7) M 180.0000 157,140.00 873.000 157,140.00 (SF) 230 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 72,000.00 144.000 72,000.00 (F) 231 METAL HAND RAILING (MODIFIED) M 150.0000 12,750.00 84.700 12,705.00 (S) 232 CABLE RAILING M 50.0000 12,100.00 242.000 12,100.00 (SF) 233 BURIED POST ANCHOR EA 900.0000 900.00 0.000 0.00 (S) 234 TRANSITION RAILING (TYPE WB) EA 3,600.0000 64,800.00 15.000 54,000.00 (S) 235 TERMINAL SECTION (THRIE BEAM BARRIER) EA 800.0000 3,200.00 0.000 0.00 (S) 236 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 78,000.00 25.000 75,000.00 (S) 237 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 17,100.00 20.000 18,000.00 (S) 238 END CAP (TYPE A) EA 235.0000 940.00 6.000 1,410.00 (S) PROGRAM CAS145 PAGE 10 DATE 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CRASH CUSHION (TYPE CAT) EA 7,000.0000 14,000.00 2.000 14,000.00 (S) 240 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 2,000.00 2.000 2,000.00 (S) 241 CONCRETE BARRIER (TYPE 60R MODIFIED) M 1,000.0000 110,000.00 195.730 195,730.00 242 CONCRETE BARRIER (TYPE 60) M 190.0000 258,400.00 1,508.490 286,613.10 243 CONCRETE BARRIER (TYPE 60A) M 200.0000 41,200.00 206.000 41,200.00 (F) 244 CONCRETE BARRIER (TYPE 60C) M 244.0000 373,320.00 1,284.250 313,357.00 245 CONCRETE BARRIER (TYPE 60D) M 235.0000 131,600.00 560.000 131,600.00 (F) 246 CONCRETE BARRIER (TYPE 732B MODIFIED) M 350.0000 19,600.00 50.000 17,500.00 247 CONCRETE BARRIER (TYPE 732 MODIFIED) M 200.0000 374,800.00 1,874.000 374,800.00 (F) 248 CONCRETE BARRIER (TYPE 732A MODIFIED) M 200.0000 314,200.00 1,571.000 314,200.00 (F) 249 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 30,400.00 1,111.660 44,466.40 (S) 250 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 45,500.00 62,199.170 43,539.42 (S) (SPRAYABLE) 251 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 5,040.00 7,118.000 10,677.00 (S) 252 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 16,290.00 4,660.000 13,980.00 (S) 253 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 254 SIGNAL AND LIGHTING (LOCATION 2) LS 90,000.0000 90,000.00 1.000 90,000.00 (S) 255 SIGNAL AND LIGHTING (LOCATION 3) LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 256 SIGNAL AND LIGHTING (LOCATION 4) LS 90,000.0000 90,000.00 1.000 90,000.00 (S) 257 SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 1.000 75,000.00 (S) (CITY STREET LOCATION 1) 258 SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 1.000 70,000.00 (S) (CITY STREET LOCATION 2) 259 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 260 LIGHTING (STAGE CONSTRUCTION) LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 261 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 1.000 300,000.00 (S) 262 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 263 SIZE 25 INNERDUCT M 2.0000 21,360.00 10,764.900 21,529.80 (S) 264 53C FIBER OPTIC CONDUIT LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 265 53C COMMUNICATION CONDUIT LS 7,000.0000 7,000.00 1.000 7,000.00 (S) PROGRAM CAS145 PAGE 11 DATE 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 103C FIBER OPTIC CONDUIT M 70.0000 175,700.00 2,706.600 189,462.00 (S) 267 TEMPORARY FIBER OPTIC SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 (S) 268 ELECTRICAL SERVICE IRRIGATION LS 8,000.0000 8,000.00 1.000 8,000.00 (S) (LOCATION 1) 269 ELECTRICAL SERVICE IRRIGATION LS 8,100.0000 8,100.00 1.000 8,100.00 (S) (LOCATION 2) 270 ELECTRICAL SERVICE IRRIGATION LS 4,000.0000 4,000.00 1.000 4,000.00 (S) (LOCATION 3) 271 ELECTRICAL SERVICE IRRIGATION LS 4,500.0000 4,500.00 1.000 4,500.00 (S) (LOCATION 4) 272 ELECTRICAL SERVICE IRRIGATION LS 5,500.0000 5,500.00 1.000 5,500.00 (S) (LOCATION 5) 273 ELECTRICAL SERVICE IRRIGATION LS 3,500.0000 3,500.00 1.000 3,500.00 (S) (LOCATION 6) 274 RELOCATE CLOSED CIRCUIT TELEVISION LS 24,000.0000 24,000.00 1.000 24,000.00 (S) SYSTEM (LOCATION 1) 275 RELOCATE CLOSED CIRCUIT TELEVISION LS 18,000.0000 18,000.00 1.000 18,000.00 (S) SYSTEM (LOCATION 2) 276 RELOCATE CLOSED CIRCUIT TELEVISION LS 18,000.0000 18,000.00 1.000 18,000.00 (S) SYSTEM (LOCATION 3) 277 MODIFY RAMP METERING SYSTEM LS 12,000.0000 12,000.00 1.000 12,000.00 (S) (LOCATION 1) 278 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 (S) (LOCATION 2) 279 RELOCATE RAMP METERING SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 (S) (LOCATION 1) 280 RELOCATE RAMP METERING SYSTEM LS 45,000.0000 45,000.00 1.000 45,000.00 (S) (LOCATION 2) 281 RELOCATE RAMP METERING SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 (S) (LOCATION 3) 282 RELOCATE RAMP METERING SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 (S) (LOCATION 4) 283 MODIFY SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 1.000 30,000.00 (S) (CITY LOCATION 1) 284 MODIFY SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 1.000 90,000.00 (S) (CITY LOCATION 2) 285 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 120,000.0000 120,000.00 1.000 120,000.00 (S) 286 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 287 MODIFY AND REMOVE SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 1.000 5,000.00 (S) (STATE LOCATION 1) 288 REMOVE SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 1.000 4,000.00 (S) (STATE LOCATION 1) 289 REMOVE SIGNAL AND LIGHTING LS 4,000.0000 4,000.00 1.000 4,000.00 (S) (STATE LOCATION 2) 290 FIBER OPTIC TRENCH DELINEATOR EA 185.0000 4,440.00 24.000 4,440.00 (S) 291 12 SINGLEMODE FIBER OPTIC CABLE M 7.0000 13,160.00 1,620.000 11,340.00 (S) 292 48 SINGLEMODE FIBER OPTIC CABLE M 9.0000 28,080.00 4,089.000 36,801.00 (S) PROGRAM CAS145 PAGE 12 DATE 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 60 SINGLEMODE FIBER OPTIC CABLE M 12.0000 37,440.00 0.000 0.00 (S) 294 MODIFY EXISTING COMMUNICATION HUB LS 20,000.0000 20,000.00 1.000 20,000.00 (S) ASSEMBLY 295 SPLICE VAULT LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 296 SYSTEM TESTING AND DOCUMENTATION LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 297 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 298 TEMPORARY DRAINAGE FACILITIES LS 100,000.0000 100,000.00 1.000 100,000.00 PROGRAM CAS145 PAGE 13 DATE 08/04/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007174 TIME 02:50 PM ESTIMATE NO. 43 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 07/29/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 08/04/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,600.00 73,522,336.16 ADJUSTMENT OF COMPENSATION 195,485.76 541,501.21 EXTRA WORK 0.00 2,068,965.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 197,085.76 76,132,802.84 299 MOBILIZATION LS 999,933.0000 7,999,933.00 1.000 7,999,933.00 ORIGINAL CONTRACT AMOUNT 81,174,880.20 TOTAL WORK COMPLETED 197,085.76 84,132,735.84 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -266,145.37 TOTAL 197,085.76 83,866,590.47 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/14/07 850 12/26/07 12/31/07 07/29/11 847 50 4 0 100% 100% YOGARAJAH, MANNY RESIDENT ENGINEER PROGRAM CAS145 DATE 08/04/11