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 11/28/11 EST. NO.23 TIME 01:52 PM R.E. NAME: YOGARAJAH, MANNY 08-4440U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0024 4,031.25 E.W. @ F.A.(+) 080911 N 0680.0 010 0122 1,375.17 E.W. @ F.A.(+) 060111 Y 0688.0 0123 5,761.62 061011 Y 0638.0 0131 1,626.03 053111 Y 0646.0 0132 1,253.72 060111 Y 0647.0 0133 1,565.00 060311 Y 0648.0 0134 13,378.28 070711 Y 0649.0 016 0009 42,512.89 A.C. @ U.P.(+) 112011 N 009 0 71,503.96 TOTAL THIS ESTIMATE 1,589,349.50 TOTAL PREVIOUS ESTIMATE 1,660,853.46 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 11/28/11 EST. NO.23 TIME 01:52 PM R.E. NAME: YOGARAJAH, MANNY 08-4440U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AGGREGATE GRADATION -1,464.50 05 0.00 -1,464.50 OVERBID ITEMS OVERBID ITEM NO. 325 -67,506.81 03 OVERBID ITEM NO. 325 -33,753.41 05 OVERBID ITEM NO. 325 -27,002.72 08 OVERBID ITEM NO. 325 -6,750.69 15 0.00 -135,013.63 TOTAL DEDUCTIONS 0.00 -136,478.13 PROGRAM CAS145 PAGE 1 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 LOCATION PROGRESS ESTIMATE 08-SBD-215-8.8/11.6 ----------------- MCM CONSTRUCTION INC IN SAN BERNARDINO COUNTY IN SAN P O BOX 620 BERNARDINO ON ROUTE 210 AND ON NORTH HIGHLANDS CA 95660 ROUTE 215 FED. AID NO. N O N E CONSTRUCT BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 3,000.0000 2,250,000.00 20.000 60,000.00 428.000 1,284,000.00 004 BIOLOGICAL MONITOR LS 25,000.0000 25,000.00 0.000 0.00 005 TEMPORARY FENCE (TYPE CL-1.8) M 22.0000 3,740.00 0.000 0.00 006 TEMPORARY FENCE (TYPE ESA) M 6.4000 2,240.00 335.000 2,144.00 007 CONSTRUCTION SITE MANAGEMENT LS 17,500.0000 17,500.00 0.024 420.00 0.540 9,450.00 008 PREPARE STORM WATER POLLUTION LS 6,750.0000 6,750.00 0.010 67.50 0.690 4,657.50 PREVENTION PLAN 009 TEMPORARY EROSION CONTROL BLANKET M2 1.4500 7,438.50 0.000 0.00 010 TEMPORARY FIBER ROLL M 6.2500 105,000.00 1,624.000 10,150.00 14,337.000 89,606.25 011 TEMPORARY SILT FENCE M 4.7500 22,515.00 228.000 1,083.00 2,550.000 12,112.50 012 TEMPORARY GRAVEL BAG BERM M 7.9000 5,451.00 3,325.000 26,267.50 013 TEMPORARY CONCRETE WASHOUT FACILITY EA 725.0000 29,000.00 28.000 20,300.00 014 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 36,000.00 38.000 45,600.00 015 TEMPORARY COVER M2 1.8500 13,708.50 25,927.000 47,964.95 016 TEMPORARY CHECK DAM M 8.2500 8,002.50 766.000 6,319.50 017 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 16,250.00 183.000 22,875.00 018 STREET SWEEPING LS 25,000.0000 25,000.00 0.028 700.00 0.588 14,700.00 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,350.0000 1,350.00 0.028 37.80 0.616 831.60 020 TEMPORARY SOIL BINDER M2 0.2500 42,500.00 72,823.000 18,205.75 202,356.000 50,589.00 021 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.020 1,000.00 0.800 40,000.00 022 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.020 3,000.00 0.450 67,500.00 PROGRAM CAS145 PAGE 2 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 FLASHING ARROW SIGN EA 2,500.0000 5,000.00 2.000 5,000.00 024 TYPE III BARRICADE EA 100.0000 5,000.00 22.000 2,200.00 025 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 60,000.00 618.000 30,900.00 026 PORTABLE DELINEATOR EA 50.0000 650.00 20.000 1,000.00 027 TEMPORARY TERMINAL SECTION (TYPE K EA 1,000.0000 4,000.00 0.000 0.00 MODIFIED) 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.360 3,600.00 029 TEMPORARY RAILING (TYPE K) M 25.0000 835,000.00 17,672.214 441,805.35 030 TEMPORARY CRASH CUSHION MODULE EA 300.0000 273,000.00 257.000 77,100.00 031 TEMPORARY TRAFFIC SCREEN M 6.0000 183,600.00 30,600.000 183,600.00 032 ABANDON CULVERT M 65.0000 14,300.00 253.740 16,493.10 033 OBLITERATE SURFACING M2 4.0000 12,520.00 3,124.000 12,496.00 034 REMOVE CHAIN LINK FENCE M 10.0000 12,600.00 613.850 6,138.50 035 REMOVE SINGLE THRIE BEAM BARRIER M 18.0000 93,600.00 5,669.800 102,056.40 036 REMOVE METAL BEAM GUARD RAILING M 28.0000 27,160.00 43.580 1,220.24 1,027.360 28,766.08 037 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.2500 17.50 2,514.000 3,142.50 038 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.1000 14,630.00 8,059.730 8,865.70 STRIPE 039 REMOVE PAINTED TRAFFIC STRIPE M 1.2500 50.00 8,309.000 10,386.25 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7200 10,800.00 16,730.300 12,045.82 041 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 2.5000 110.00 35.510 88.78 042 REMOVE PAVEMENT MARKER EA 1.2500 3,062.50 5,936.000 7,420.00 043 REMOVE ROADSIDE SIGN EA 150.0000 10,950.00 29.000 4,350.00 044 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 4,200.00 10.000 1,500.00 045 REMOVE SIGN STRUCTURE EA 5,000.0000 50,000.00 5.000 25,000.00 046 REMOVE DRAINAGE FACILITY EA 500.0000 13,500.00 23.000 11,500.00 047 REMOVE PIPE M 105.0000 58,800.00 275.000 28,875.00 048 REMOVE INLET EA 1,950.0000 17,550.00 5.000 9,750.00 049 REMOVE HEADWALL EA 2,150.0000 10,750.00 5.000 10,750.00 PROGRAM CAS145 PAGE 3 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE RETAINING WALL M 100.0000 31,000.00 31.000 3,100.00 051 REMOVE CONCRETE PAVEMENT M2 4.0000 116,400.00 13,561.860 54,247.44 052 REMOVE BASE AND SURFACING M3 16.0000 8,320.00 377.000 6,032.00 053 REMOVE ASPHALT CONCRETE V-DITCH M3 48.0000 3,312.00 69.000 3,312.00 054 RESET SURVEY MONUMENT EA 1,000.0000 15,000.00 0.000 0.00 055 RESET GATE EA 300.0000 300.00 0.000 0.00 056 RELOCATE ROADSIDE SIGN EA 300.0000 3,600.00 0.000 0.00 057 ADJUST MANHOLE TO GRADE EA 1,395.0000 15,345.00 4.000 5,580.00 058 ADJUST VALVE BOX FRAME AND COVER TO EA 795.0000 12,720.00 8.000 6,360.00 GRADE 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 4,160.00 18,367.410 36,734.82 060 REMOVE CONCRETE (STRUCTURE) M2 22.0000 29,260.00 1,323.600 29,119.20 061 REMOVE CONCRETE (CURB AND GUTTER) M 5.0000 8,200.00 2,782.174 13,910.87 062 REMOVE CONCRETE SIDEWALK M 6.0000 8,160.00 1,585.843 9,515.06 063 REMOVE CONCRETE (CHANNEL) M3 100.0000 3,200.00 0.340 34.00 064 REMOVE CONCRETE BARRIER (TYPE K) M 5.0000 8,150.00 0.000 0.00 065 REMOVE CONCRETE (CURB, GUTTER, AND M3 28.0000 12,600.00 80.100 2,242.80 SIDEWALK) 066 REMOVE CONCRETE (MISCELLANEOUS) M2 5.0000 1,700.00 339.000 1,695.00 067 REMOVE CONCRETE (WALKWAY) M3 48.0000 864.00 25.000 1,200.00 068 CAP INLET EA 1,450.0000 2,900.00 3.000 4,350.00 069 REMOVE BOX CULVERT M 100.0000 1,500.00 0.000 0.00 070 REMOVE METAL RAILING M 18.0000 9,540.00 388.053 6,984.95 071 REMOVE CRASH CUSHION EA 500.0000 2,500.00 5.000 2,500.00 072 BRIDGE REMOVAL, LOCATION A LS 100,000.0000 100,000.00 1.000 100,000.00 073 BRIDGE REMOVAL, LOCATION B LS 300,000.0000 300,000.00 1.000 300,000.00 074 BRIDGE REMOVAL, LOCATION C LS 120,000.0000 120,000.00 1.000 120,000.00 075 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.900 135,000.00 076 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.500 50,000.00 PROGRAM CAS145 PAGE 4 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION M3 14.0000 2,660,000.00 167,207.103 2,340,899.44 078 ROADWAY EXCAVATION (TYPE Y-1) M3 10.0000 206,000.00 20,600.000 206,000.00 (AERIALLY DEPOSITED LEAD) 079 ROADWAY EXCAVATION (TYPE Y-2) M3 10.0000 121,000.00 12,100.000 121,000.00 (AERIALLY DEPOSITED LEAD) 080 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 081 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 335,000.00 6,700.000 335,000.00 (F) 082 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 268,625.00 13,936.820 348,420.50 (F) 083 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 32,000.00 1,280.000 32,000.00 (F) (TYPE Y-1 AERIALLY DEPOSITED LEAD) 084 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 6,500.00 260.000 6,500.00 (F) (TYPE Y-2 AERIALLY DEPOSITED LEAD) 085 STRUCTURE BACKFILL (BRIDGE) M3 30.0000 116,700.00 168.000 5,040.00 3,645.000 109,350.00 (F) 086 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 335,600.00 536.000 10,720.00 23,209.800 464,196.00 (F) 087 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 70,440.00 107.000 4,280.00 1,758.100 70,324.00 (F) WALL) 088 SAND BACKFILL M3 50.0000 11,000.00 99.930 4,996.50 089 IMPORTED BORROW M3 8.0000 1,128,000.00 139,522.382 1,116,179.06 090 ROCK BLANKET M2 75.0000 1,132,500.00 3,091.620 231,871.50 10,529.970 789,747.75 091 EROSION CONTROL (BLANKET) M2 1.4500 19,575.00 125.000 181.25 092 EROSION CONTROL (TYPE D) HA 10,000.0000 150,000.00 0.000 0.00 093 FIBER ROLLS M 6.2500 96,250.00 440.100 2,750.63 094 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 425.0000 3,825.00 0.000 0.00 095 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 43,600.00 124.000 24,800.00 124.000 24,800.00 (F) 096 40 MM WATER METER EA 13,650.0000 81,900.00 0.000 0.00 097 BACKFLOW PREVENTER ASSEMBLY EA 7,262.0000 43,572.00 0.000 0.00 098 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,325.0000 13,950.00 0.000 0.00 099 50 MM PLASTIC PIPE (SCHEDULE 40) M 58.0000 1,102.00 0.000 0.00 (SUPPLY LINE) 100 250 MM CORRUGATED STEEL PIPE CONDUIT M 137.0000 15,070.00 41.000 5,617.00 (1.63 MM THICK) 101 300 MM CORRUGATED STEEL PIPE CONDUIT M 166.0000 102,920.00 215.400 35,756.40 (1.63 MM THICK) 102 300 MM WELDED STEEL PIPE CONDUIT M 232.0000 53,360.00 114.000 26,448.00 (6.35 MM THICK) 103 CLASS 2 AGGREGATE BASE M3 30.0000 627,000.00 1,673.601 50,208.03 16,701.385 501,041.55 PROGRAM CAS145 PAGE 5 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 LEAN CONCRETE BASE M3 117.0000 1,848,600.00 916.690 107,252.73 11,658.754 1,364,074.22 105 HOT MIX ASPHALT (TYPE A, BOND BREAKER) TONN 77.0000 574,420.00 1,288.950 99,249.15 4,650.050 358,053.85 106 HOT MIX ASPHALT TONN 91.0000 4,550,000.00 1,390.050 126,494.55 34,048.990 3,098,458.09 107 DATA CORE LS 10,000.0000 10,000.00 0.000 0.00 108 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 14.5000 6,235.00 255.000 3,697.50 109 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 14.5000 24,795.00 1,099.000 15,935.50 110 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 14.5000 10,295.00 73.000 1,058.50 111 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 14.5000 13,195.00 237.000 3,436.50 112 PLACE HOT MIX ASPHALT M2 250.0000 10,750.00 8.000 2,000.00 (MISCELLANEOUS AREA) 113 TACK COAT TONN 550.0000 15,950.00 21.490 11,819.50 114 CONCRETE PAVEMENT M3 190.0000 5,358,000.00 3,128.700 594,453.00 17,016.512 3,233,137.28 115 CONCRETE PAVEMENT (RAMP TERMINI) M3 220.0000 180,400.00 812.000 178,640.00 116 SEAL PAVEMENT JOINT M 7.5000 401,250.00 1,814.750 13,610.63 18,337.620 137,532.15 117 SEAL LONGITUDINAL ISOLATION JOINT M 22.0000 11,220.00 0.000 0.00 118 FURNISH STEEL PILING (HP 250 X 62) M 63.0000 104,454.00 1,633.000 102,879.00 119 DRIVE STEEL PILE (HP 250 X 62) EA 700.0000 95,200.00 136.000 95,200.00 120 FURNISH STEEL PILING (HP 250 X 85) M 85.0000 160,735.00 1,930.114 164,059.69 121 DRIVE STEEL PILE (HP 250 X 85) EA 700.0000 112,700.00 161.000 112,700.00 122 FURNISH STEEL PILING (HP 310 X 110) M 109.0000 147,913.00 1,343.900 146,485.10 123 DRIVE STEEL PILE (HP 310 X 110) EA 800.0000 72,000.00 90.000 72,000.00 124 FURNISH STEEL PILING (HP 360 X 132) M 131.0000 1,379,692.00 10,511.449 1,376,999.82 125 DRIVE STEEL PILE (HP 360 X 132) EA 800.0000 624,800.00 784.000 627,200.00 126 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 130.0000 62,790.00 483.000 62,790.00 PILING 127 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 163,800.00 91.000 163,800.00 PILING 128 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 900,000.00 450.000 900,000.00 PILING 129 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 108,000.00 1,070.400 107,040.00 PILING (SOUND WALL) 130 PRESTRESSING CAST-IN-PLACE CONCRETE LS 750,000.0000 750,000.00 0.090 67,500.00 0.896 672,000.00 PROGRAM CAS145 PAGE 6 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 BALLAST M3 60.0000 7,320.00 122.000 7,320.00 (F) 132 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 623,700.00 1,781.500 623,525.00 (F) 133 STRUCTURAL CONCRETE, BRIDGE M3 505.0000 8,902,140.00 127.100 64,185.50 17,411.792 8,792,954.96 (F) 134 STRUCTURAL CONCRETE, RETAINING WALL M3 505.0000 2,920,920.00 6,704.786 3,385,916.93 (F) 135 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 230,800.00 357.000 142,800.00 (F) (TYPE N) 136 CLASS 1 CONCRETE (BOX CULVERT) M3 500.0000 48,000.00 96.000 48,000.00 (F) 137 CLASS 1 CONCRETE (HEADWALLS) M3 500.0000 3,500.00 4.690 2,345.00 (F) 138 MINOR CONCRETE (MINOR STRUCTURE) M3 410.0000 137,350.00 354.830 145,480.30 (F) 139 MINOR CONCRETE (SOUND WALL) M3 700.0000 7,000.00 9.200 6,440.00 (F) 140 FRACTURED RIB TEXTURE M2 12.0000 66,168.00 6,403.098 76,837.18 (F) 141 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 150.0000 177,000.00 1,013.600 152,040.00 142 SOUND WALL (MASONRY BLOCK) M2 150.0000 181,050.00 1,203.300 180,495.00 143 PTFE BEARING EA 2,000.0000 10,000.00 5.000 10,000.00 144 PTFE SPHERICAL BEARING EA 4,500.0000 45,000.00 10.000 45,000.00 145 JOINT SEAL ASSEMBLY (MR 60 MM) M 270.0000 3,510.00 0.000 0.00 146 JOINT SEAL ASSEMBLY (MR 70 MM) M 270.0000 3,510.00 0.000 0.00 147 JOINT SEAL ASSEMBLY (MR 80 MM) M 270.0000 17,550.00 65.000 17,550.00 148 JOINT SEAL ASSEMBLY (MR 90 MM) M 270.0000 3,240.00 12.000 3,240.00 149 JOINT SEAL ASSEMBLY (MR 100 MM) M 270.0000 3,240.00 12.000 3,240.00 150 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,200.0000 123,200.00 34.000 74,800.00 151 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,600.0000 244,800.00 46.000 165,600.00 152 JOINT SEAL (MR 40 MM) M 200.0000 5,000.00 0.000 0.00 153 BAR REINFORCING STEEL KG 2.2500 504.00 2,398.800 5,397.30 (F) 154 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 5,383,080.00 43,733.000 52,479.60 4,402,066.000 5,282,479.20 (F) 155 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 681,870.00 605,085.000 726,102.00 (F) 156 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5000 8,925.00 7,481.000 11,221.50 (F) 157 HEADED BAR REINFORCEMENT EA 37.0000 4,218.00 114.000 4,218.00 (F) PROGRAM CAS145 PAGE 7 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 21.0000 38,724.00 0.000 0.00 (F) WITH WALKWAY) 159 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.2500 5,993.00 0.000 0.00 (F) WITH WALKWAY) 160 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 777,470.00 0.000 0.00 (F) 161 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.7500 58,310.25 0.000 0.00 (F) 162 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 14.0000 138,894.00 0.000 0.00 (F) 163 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.5000 14,881.50 0.000 0.00 (F) 164 FURNISH LAMINATED PANEL SIGN M2 162.0000 40,500.00 0.000 0.00 (25.4 MM-TYPE A) 165 FURNISH LAMINATED PANEL SIGN M2 155.0000 1,240.00 0.000 0.00 (25.4 MM-TYPE B) 166 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 4,240.00 0.000 0.00 (1.6 MM-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN M2 85.0000 3,400.00 0.000 0.00 (2.0 MM-UNFRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,000.00 0.000 0.00 (1.6 MM-FRAMED) 169 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 693.00 0.000 0.00 (2.0 MM-FRAMED) 170 760 MM CAST-IN-DRILLED-HOLE M 2,250.0000 7,650.00 1.700 3,825.00 1.700 3,825.00 CONCRETE PILE (SIGN FOUNDATION) 171 920 MM CAST-IN-DRILLED-HOLE M 2,800.0000 56,000.00 12.000 33,600.00 12.000 33,600.00 CONCRETE PILE (SIGN FOUNDATION) 172 1524 MM CAST-IN-DRILLED-HOLE M 2,950.0000 324,500.00 63.100 186,145.00 63.100 186,145.00 CONCRETE PILE (SIGN FOUNDATION) 173 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 174 ROADSIDE SIGN - ONE POST EA 150.0000 14,700.00 3.000 450.00 175 ROADSIDE SIGN - TWO POST EA 300.0000 3,000.00 0.000 0.00 176 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 170.0000 1,530.00 0.000 0.00 METHOD) 177 PREPARE AND PAINT CONCRETE BARRIER M2 8.0000 20,560.00 0.000 0.00 SURFACES 178 450 MM ALTERNATIVE PIPE CULVERT M 85.0000 192,100.00 1,649.700 140,224.50 179 600 MM ALTERNATIVE PIPE CULVERT M 88.0000 108,240.00 1,293.230 113,804.24 180 750 MM ALTERNATIVE PIPE CULVERT M 165.0000 31,350.00 177.000 29,205.00 181 900 MM ALTERNATIVE PIPE CULVERT M 172.0000 68,800.00 480.250 82,603.00 182 1350 MM ALTERNATIVE PIPE CULVERT M 235.0000 10,810.00 46.200 10,857.00 183 450 MM REINFORCED CONCRETE PIPE M 106.0000 15,900.00 143.550 15,216.30 184 600 MM REINFORCED CONCRETE PIPE M 126.0000 7,938.00 63.600 8,013.60 PROGRAM CAS145 PAGE 8 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 750 MM REINFORCED CONCRETE PIPE M 135.0000 27,000.00 243.600 32,886.00 186 900 MM REINFORCED CONCRETE PIPE M 142.0000 3,834.00 17.200 2,442.40 187 1200 MM REINFORCED CONCRETE PIPE M 235.0000 7,520.00 26.830 6,305.05 188 1350 MM REINFORCED CONCRETE PIPE M 352.0000 19,712.00 53.640 18,881.28 189 1500 MM REINFORCED CONCRETE PIPE M 369.0000 44,280.00 109.000 40,221.00 190 900 MM CORRUGATED STEEL PIPE M 625.0000 7,500.00 0.000 0.00 (2.01 MM THICK) 191 150 MM PLASTIC PIPE M 39.0000 7,020.00 25.300 986.70 192 DRAINAGE INLET MARKER EA 100.0000 1,300.00 0.000 0.00 193 900 MM CORRUGATED STEEL PIPE INLET M 465.0000 5,115.00 4.160 1,934.40 (2.77 MM THICK) 194 GRATED LINE DRAIN M 128.0000 7,808.00 0.000 0.00 195 1200 MM CORRUGATED STEEL PIPE RISER M 675.0000 1,215.00 0.000 0.00 (2.01 MM THICK) 196 NPS 12 WELDED STEEL PIPE CASING (BRIDGE) M 176.0000 8,448.00 48.000 8,448.00 197 NPS 14 WELDED STEEL PIPE CASING (BRIDGE) M 284.0000 13,632.00 48.000 13,632.00 198 NPS 18 WELDED STEEL PIPE CASING (BRIDGE) M 418.0000 20,900.00 25.000 10,450.00 199 450 MM ALTERNATIVE FLARED END SECTION EA 575.0000 4,025.00 0.000 0.00 200 600 MM ALTERNATIVE FLARED END SECTION EA 695.0000 3,475.00 1.000 695.00 1.000 695.00 201 750 MM ALTERNATIVE FLARED END SECTION EA 786.0000 786.00 0.000 0.00 202 900 MM ALTERNATIVE FLARED END SECTION EA 825.0000 2,475.00 0.000 0.00 203 1050 MM ALTERNATIVE FLARED END SECTION EA 1,050.0000 1,050.00 0.000 0.00 204 1350 MM ALTERNATIVE FLARED END SECTION EA 1,325.0000 1,325.00 0.000 0.00 205 900 MM PRECAST CONCRETE PIPE INLET M 652.0000 5,868.00 4.250 2,771.00 206 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,255.0000 2,008.00 0.000 0.00 207 ROCK SLOPE PROTECTION M3 115.0000 5,865.00 0.000 0.00 (FACING, METHOD B) 208 ROCK SLOPE PROTECTION M3 125.0000 1,250.00 0.000 0.00 (BACKING NO. 2, METHOD B) 209 ROCK SLOPE PROTECTION M3 129.0000 2,322.00 0.000 0.00 (BACKING NO. 3, METHOD B) 210 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 132.0000 13,068.00 28.100 3,709.20 211 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 SLOPE PAVING (CONCRETE)(ROCK BLANKET) M3 500.0000 127,000.00 105.500 52,750.00 152.500 76,250.00 (F) 213 SLOPE PAVING (CONCRETE PAVERS) M3 500.0000 94,500.00 0.000 0.00 (F) 214 MINOR CONCRETE (DITCH LINING) M3 200.0000 17,200.00 21.110 4,222.00 215 MINOR CONCRETE (CHANNEL LINING) M3 190.0000 26,600.00 0.610 115.90 0.610 115.90 216 ROCK SLOPE PROTECTION FABRIC M2 5.7500 2,702.50 67.900 390.43 217 MINOR CONCRETE (MISCELLANEOUS M3 275.0000 233,750.00 401.810 110,497.75 CONSTRUCTION) 218 MINOR CONCRETE (CURB AND GUTTER) M3 243.0000 51,030.00 79.020 19,201.86 485.470 117,969.21 219 MINOR CONCRETE (GUTTER DEPRESSION) M3 500.0000 1,750.00 0.000 0.00 220 MINOR CONCRETE (DRIVEWAY) M3 190.0000 22,800.00 81.970 15,574.30 221 MINOR CONCRETE (GUTTER) M3 388.0000 3,492.00 0.000 0.00 222 MINOR CONCRETE (STAMPED CONCRETE) M3 758.0000 65,946.00 0.000 0.00 223 MINOR CONCRETE (SIDEWALK) M3 277.0000 74,790.00 387.640 107,376.28 224 MINOR CONCRETE (CURB RAMP) M3 825.0000 17,325.00 25.530 21,062.25 225 MISCELLANEOUS METAL (WATER QUALITY KG 36.0000 6,480.00 0.000 0.00 (F) OUTLET RISER) 226 MISCELLANEOUS IRON AND STEEL KG 2.2500 52,425.00 5,500.000 12,375.00 19,933.000 44,849.25 (F) 227 ISOLATION CASING KG 7.0000 152,635.00 19,434.000 136,038.00 (F) 228 MISCELLANEOUS METAL KG 5.0000 28,750.00 0.000 0.00 (F) (RESTRAINER - CABLE TYPE) 229 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 9,200.00 1,562.000 7,810.00 (F) 230 BRIDGE DECK DRAINAGE SYSTEM KG 5.0000 29,360.00 472.000 2,360.00 5,572.000 27,860.00 (F) 231 WROUGHT IRON FENCE M 258.0000 25,800.00 170.870 44,084.46 170.870 44,084.46 232 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 80,800.00 778.000 31,120.00 233 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 4,000.00 0.000 0.00 234 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,400.0000 1,400.00 0.000 0.00 235 SURVEY MONUMENT EA 1,000.0000 10,000.00 0.000 0.00 236 DELINEATOR (CLASS 1) EA 50.0000 8,000.00 0.000 0.00 237 METAL BEAM GUARD RAILING (WOOD POST) M 64.0000 158,720.00 522.010 33,408.64 238 CHAIN LINK RAILING (TYPE 3 MODIFIED) M 204.0000 58,752.00 288.000 58,752.00 (F) PROGRAM CAS145 PAGE 10 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CHAIN LINK RAILING (TYPE 7) M 128.0000 64,384.00 182.700 23,385.60 (F) 240 CHAIN LINK RAILING (TYPE 6 MODIFIED) M 268.0000 136,948.00 0.000 0.00 (F) 241 PORTABLE CONCRETE BARRIER (TYPE 60K) M 105.0000 42,000.00 0.000 0.00 242 PIPE HANDRAILING M 55.0000 33,550.00 0.000 0.00 243 TUBULAR HANDRAILING M 117.0000 24,336.00 0.000 0.00 (F) 244 CONCRETE BARRIER (TYPE 26) M 130.0000 32,500.00 177.610 23,089.30 245 CONCRETE BARRIER (TYPE 26A) M 150.0000 4,200.00 0.000 0.00 246 CONCRETE BARRIER (TYPE 26 MODIFIED) M 155.0000 145,235.00 681.000 105,555.00 (F) 247 CONCRETE BARRIER (TYPE 26A MODIFIED) M 160.0000 21,760.00 94.000 15,040.00 (F) 248 CONCRETE BARRIER (TYPE 60R) M 900.0000 130,500.00 0.000 0.00 (F) 249 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 96.0000 34,560.00 0.000 0.00 250 CABLE RAILING M 78.0000 10,140.00 0.000 0.00 251 TRANSITION RAILING (TYPE WB) EA 3,000.0000 60,000.00 0.000 0.00 252 TRANSITION RAILING (TYPE DTB) EA 3,200.0000 6,400.00 0.000 0.00 253 TERMINAL SYSTEM (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 254 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 600.0000 600.00 0.000 0.00 255 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 13,800.00 5.000 3,000.00 256 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 17,500.00 0.000 0.00 257 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 53,200.00 2.000 3,800.00 258 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 1.000 5,000.00 259 CRASH CUSHION (TYPE CAT) BACKUP EA 600.0000 600.00 1.000 600.00 260 CONCRETE BARRIER (TYPE 60) M 129.0000 361,200.00 426.000 54,954.00 727.580 93,857.82 261 CONCRETE BARRIER (TYPE 60C) M 177.0000 348,690.00 1,437.020 254,352.54 262 CONCRETE BARRIER (TYPE 60D) M 252.0000 50,400.00 0.000 0.00 263 CONCRETE BARRIER (TYPE 60E) M 518.0000 46,620.00 0.000 0.00 264 CONCRETE BARRIER (TYPE 732 MODIFIED) M 100.0000 98,400.00 499.500 49,950.00 772.500 77,250.00 (F) 265 CONCRETE BARRIER (TYPE 732A) M 100.0000 600.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 11 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 CONCRETE BARRIER (TYPE 732B) M 160.0000 25,600.00 0.000 0.00 267 CONCRETE BARRIER (TYPE 732B MODIFIED) M 160.0000 6,720.00 0.000 0.00 268 CONCRETE BARRIER (TYPE 736A) M 100.0000 105,000.00 10.500 1,050.00 423.700 42,370.00 269 CONCRETE BARRIER (TYPE 736 MODIFIED) M 100.0000 17,400.00 174.000 17,400.00 (F) 270 CONCRETE BARRIER (TYPE 736A MODIFIED) M 100.0000 4,700.00 47.000 4,700.00 (F) 271 CONCRETE BARRIER (TYPE 736S) M 160.0000 27,040.00 159.920 25,587.20 272 CONCRETE BARRIER (TYPE 736B) M 160.0000 40,000.00 0.000 0.00 273 CONCRETE BARRIER (TYPE 736SV) M 300.0000 81,000.00 268.700 80,610.00 274 CONCRETE BARRIER (TYPE 742A) M 100.0000 9,500.00 80.000 8,000.00 426.000 42,600.00 275 CONCRETE BARRIER (TYPE 742B) M 160.0000 25,600.00 0.000 0.00 276 CONCRETE BARRIER (TYPE 742 MODIFIED) M 100.0000 67,300.00 471.000 47,100.00 (F) 277 CONCRETE BARRIER (TYPE 60E MODIFIED) M 421.0000 17,682.00 0.000 0.00 278 THERMOPLASTIC PAVEMENT MARKING M2 10.0000 8,000.00 0.000 0.00 279 THERMOPLASTIC TRAFFIC STRIPE M 0.8800 59,928.00 0.000 0.00 (SPRAYABLE) 280 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 49,595.00 60,862.380 39,560.55 281 PAINT PAVEMENT MARKING (2-COAT) M2 8.0000 1,760.00 177.520 1,420.16 282 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 20,250.00 3,639.000 5,458.50 283 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 30,250.00 4,777.000 11,942.50 284 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 285 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.284 14,200.00 286 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.234 11,700.00 287 SIGNAL AND LIGHTING (LOCATION 3) LS 60,000.0000 60,000.00 0.447 26,820.00 288 SIGNAL AND LIGHTING (CITY) LS 70,000.0000 70,000.00 0.310 21,700.00 289 LIGHTING AND SIGN ILLUMINATION LS 800,000.0000 800,000.00 0.013 10,400.00 0.601 480,800.00 290 INTERCONNECTION CONDUIT AND CABLE LS 10,000.0000 10,000.00 0.813 8,130.00 291 FIBER OPTIC CONDUIT 53C M 16.0000 18,400.00 1,390.000 22,240.00 292 FIBER OPTIC CONDUIT 41C M 15.0000 6,000.00 661.500 9,922.50 PROGRAM CAS145 PAGE 12 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 293 FIBER OPTIC CONDUIT 103C M 19.0000 83,600.00 900.000 17,100.00 4,021.260 76,403.94 294 COMMUNICATION CONDUIT (BRIDGE) M 24.0000 5,232.00 218.000 5,232.00 (F) 295 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.935 4,675.00 296 TRAFFIC MONITORING STATION (LOCATION 1) LS 10,000.0000 10,000.00 0.000 0.00 297 TRAFFIC MONITORING STATION (LOCATION 2) LS 15,000.0000 15,000.00 0.000 0.00 298 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 0.000 0.00 299 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 0.010 1,000.00 (LOCATION 2) 300 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 3) 301 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.025 500.00 (LOCATION 4) 302 CLOSED CIRCUIT TELEVISION SYSTEM LS 18,000.0000 18,000.00 0.548 9,864.00 (LOCATION 5) 303 CLOSED CIRCUIT TELEVISION SYSTEM LS 18,000.0000 18,000.00 0.000 0.00 (LOCATION 1) 304 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 0.703 24,605.00 (LOCATION 6) 305 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.931 46,550.00 306 RAMP METERING SYSTEM (LOCATION 2) LS 75,000.0000 75,000.00 0.903 67,725.00 307 RAMP METERING SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 0.020 1,400.00 0.180 12,600.00 308 RAMP METERING SYSTEM (LOCATION 4) LS 60,000.0000 60,000.00 0.045 2,700.00 0.275 16,500.00 309 REMOVE EXISTING SIGNAL SYSTEM LS 10,000.0000 10,000.00 0.800 8,000.00 310 MODIFY COMMUNICATION SYSTEM LS 9,000.0000 9,000.00 0.081 729.00 311 12 SINGLEMODE FIBER OPTIC CABLE M 11.0000 9,570.00 0.000 0.00 312 48 SINGLEMODE FIBER OPTIC CABLE M 8.0000 36,640.00 0.000 0.00 313 144 SINGLE MODE FIBER OPTIC CABLE M 16.0000 73,280.00 0.000 0.00 314 FIBER OPTIC SPLICE CLOSURE EA 1,700.0000 17,000.00 0.000 0.00 315 MODIFY EXISTING COMMUNICATION HUB LS 60,000.0000 60,000.00 0.000 0.00 ASSEMBLY 316 MODIFY TRANSPORTATION MANAGEMENT CENTER LS 15,000.0000 15,000.00 0.000 0.00 317 SPLICE VAULT EA 4,000.0000 40,000.00 1.000 4,000.00 10.000 40,000.00 318 SYSTEM TESTING AND DOCUMENTATION LS 15,000.0000 15,000.00 0.000 0.00 319 TRAINING LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 320 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 321 FORMED RELIEF TEXTURE M2 150.0000 87,750.00 585.000 87,750.00 (MOUNTAIN RIDGE RELIEF) 322 FRACTURED RIB ARROWHEAD CLUSTER M2 200.0000 43,000.00 215.000 43,000.00 TEXTURE 323 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 324 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 700.0000 1,400.00 0.000 0.00 PROGRAM CAS145 PAGE 14 DATE 11/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 01:52 PM ESTIMATE NO. 23 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/11 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 11/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,052,735.20 46,720,884.32 ADJUSTMENT OF COMPENSATION 42,512.89 618,736.27 EXTRA WORK 28,991.07 1,042,117.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,124,239.16 48,381,737.78 325 MOBILIZATION LS 687,827.0000 6,687,827.00 1.000 6,687,827.00 ORIGINAL CONTRACT AMOUNT 65,528,133.75 TOTAL WORK COMPLETED 2,124,239.16 55,069,564.78 MATERIALS ON HAND ON SITE 390,175.11 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -136,478.13 TOTAL 2,124,239.16 55,323,261.76 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 325 MOBILIZATION 6,552,813.37 6,687,827.00 135,013.63 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 11/17/09 750 01/11/10 01/11/10 03/11/13 428 38 0 0 80% 57% PROGRESS IS SATISFACTORY YOGARAJAH, MANNY RESIDENT ENGINEER PROGRAM CAS145 DATE 11/28/11