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 12/24/10 EST. NO.12 TIME 08:48 AM 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 --------------------------------------------------------------------------- 001 0159 550.49 E.W. @ F.A.(+) 102510 Y 0299.0 0160 327.87 102610 Y 0301.0 0161 816.65 102710 Y 0302.0 0162 1,910.62 102810 Y 0303.0 0163 255.54 102810 Y 0304.0 0164 646.67 102910 Y 0305.0 0165 297.12 102910 Y 0306.0 0166 604.17 102910 Y 0307.0 0167 191.66 110110 Y 0308.0 0168 498.23 110110 Y 0309.0 0169 175.68 110210 Y 0310.0 0170 297.12 111010 Y 0311.0 0171 255.54 111210 Y 0312.0 0172 255.54 110510 Y 0315.0 0173 180.50 110910 Y 0318.0 0174 12,248.11 111910 Y 0319.0 0175 289.50 111310 Y 0331.0 0176 20.79 111610 Y 0332.0 0177 522.09 111610 Y 0333.0 0178 255.54 111710 Y 0334.0 0179 289.50 111710 Y 0335.0 0180 289.50 111810 Y 0337.0 0181 504.65 111910 Y 0338.0 0182 287.48 112310 Y 0339.0 0183 843.71 120210 Y 0342.0 0184 10,458.68 120110 Y 0343.0 0185 297.12 120310 Y 0347.0 005 0009 273.16 E.W. @ F.A.(+) 081210 N 0190.0 008 0021 1,263.95 E.W. @ F.A.(+) 101510 Y 0280.0 0022 2,612.43 101810 Y 0282.0 0023 2,504.02 101910 Y 0286.0 0024 6,576.39 082410 N 0298.0 0025 3,281.29 102610 Y 0313.0 0026 3,851.00 110410 Y 0314.0 0028 934.55 110910 Y 0317.0 012 0011 192.02 E.W. @ F.A.(+) 051910 N 0244.0 0040 54.87 100110 N 264.00 0045 187.45 101410 Y 0278.0 0046 191.66 101810 Y 0283.0 0047 81.33 101910 Y 0285.0 0048 333.82 102210 Y 0291.0 0049 386.24 102510 Y 0300.0 0050 54.87 100110 N 0264.0 016 0002 25,358.33 A.C. @ U.P.(+) 112010 N 002 0 81,707.45 TOTAL THIS ESTIMATE 158,654.34 TOTAL PREVIOUS ESTIMATE 240,361.79 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 12/24/10 EST. NO.12 TIME 08:48 AM 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 0.00 -128,262.94 TOTAL DEDUCTIONS 0.00 -129,727.44 PROGRAM CAS145 PAGE 1 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.000 0.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 3,000.0000 2,250,000.00 16.000 48,000.00 212.000 636,000.00 04 BIOLOGICAL MONITOR LS 25,000.0000 25,000.00 0.000 0.00 05 TEMPORARY FENCE (TYPE CL-1.8) M 22.0000 3,740.00 0.000 0.00 06 TEMPORARY FENCE (TYPE ESA) M 6.4000 2,240.00 0.000 0.00 07 CONSTRUCTION SITE MANAGEMENT LS 17,500.0000 17,500.00 0.024 420.00 0.288 5,040.00 08 PREPARE STORM WATER POLLUTION LS 6,750.0000 6,750.00 0.010 67.50 0.580 3,915.00 PREVENTION PLAN 09 TEMPORARY EROSION CONTROL BLANKET M2 1.4500 7,438.50 0.000 0.00 10 TEMPORARY FIBER ROLL M 6.2500 105,000.00 137.000 856.25 3,101.000 19,381.25 11 TEMPORARY SILT FENCE M 4.7500 22,515.00 55.000 261.25 879.000 4,175.25 12 TEMPORARY GRAVEL BAG BERM M 7.9000 5,451.00 6.000 47.40 1,453.000 11,478.70 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 725.0000 29,000.00 13.000 9,425.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 36,000.00 21.000 25,200.00 15 TEMPORARY COVER M2 1.8500 13,708.50 1,559.000 2,884.15 16,447.000 30,426.95 16 TEMPORARY CHECK DAM M 8.2500 8,002.50 441.000 3,638.25 17 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 16,250.00 2.000 250.00 75.000 9,375.00 18 STREET SWEEPING LS 25,000.0000 25,000.00 0.224 5,600.00 19 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,350.0000 1,350.00 0.028 37.80 0.308 415.80 20 TEMPORARY SOIL BINDER M2 0.2500 42,500.00 18,168.000 4,542.00 71,517.000 17,879.25 21 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.020 1,000.00 0.620 31,000.00 22 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.020 3,000.00 0.250 37,500.00 PROGRAM CAS145 PAGE 2 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 FLASHING ARROW SIGN EA 2,500.0000 5,000.00 2.000 5,000.00 24 TYPE III BARRICADE EA 100.0000 5,000.00 22.000 2,200.00 25 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 60,000.00 36.000 1,800.00 408.000 20,400.00 26 PORTABLE DELINEATOR EA 50.0000 650.00 0.000 0.00 27 TEMPORARY TERMINAL SECTION (TYPE K EA 1,000.0000 4,000.00 0.000 0.00 MODIFIED) 28 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.360 3,600.00 29 TEMPORARY RAILING (TYPE K) M 25.0000 835,000.00 877.820 21,945.50 9,351.164 233,779.10 30 TEMPORARY CRASH CUSHION MODULE EA 300.0000 273,000.00 28.000 8,400.00 176.000 52,800.00 31 TEMPORARY TRAFFIC SCREEN M 6.0000 183,600.00 0.000 0.00 32 ABANDON CULVERT M 65.0000 14,300.00 15.000 975.00 245.920 15,984.80 33 OBLITERATE SURFACING M2 4.0000 12,520.00 0.000 0.00 34 REMOVE CHAIN LINK FENCE M 10.0000 12,600.00 578.800 5,788.00 35 REMOVE SINGLE THRIE BEAM BARRIER M 18.0000 93,600.00 5,669.800 102,056.40 36 REMOVE METAL BEAM GUARD RAILING M 28.0000 27,160.00 618.270 17,311.56 37 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.2500 17.50 225.000 281.25 225.000 281.25 38 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.1000 14,630.00 7,848.730 8,633.60 STRIPE 39 REMOVE PAINTED TRAFFIC STRIPE M 1.2500 50.00 0.000 0.00 40 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7200 10,800.00 69.000 49.68 15,034.300 10,824.70 41 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 2.5000 110.00 35.510 88.78 42 REMOVE PAVEMENT MARKER EA 1.2500 3,062.50 111.000 138.75 3,904.000 4,880.00 43 REMOVE ROADSIDE SIGN EA 150.0000 10,950.00 0.000 0.00 44 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 4,200.00 0.000 0.00 45 REMOVE SIGN STRUCTURE EA 5,000.0000 50,000.00 5.000 25,000.00 46 REMOVE DRAINAGE FACILITY EA 500.0000 13,500.00 15.000 7,500.00 47 REMOVE PIPE M 105.0000 58,800.00 74.000 7,770.00 48 REMOVE INLET EA 1,950.0000 17,550.00 0.000 0.00 49 REMOVE HEADWALL EA 2,150.0000 10,750.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE RETAINING WALL M 100.0000 31,000.00 0.000 0.00 51 REMOVE CONCRETE PAVEMENT M2 4.0000 116,400.00 1,280.400 5,121.60 52 REMOVE BASE AND SURFACING M3 16.0000 8,320.00 0.000 0.00 53 REMOVE ASPHALT CONCRETE V-DITCH M3 48.0000 3,312.00 0.000 0.00 54 RESET SURVEY MONUMENT EA 1,000.0000 15,000.00 0.000 0.00 55 RESET GATE EA 300.0000 300.00 0.000 0.00 56 RELOCATE ROADSIDE SIGN EA 300.0000 3,600.00 0.000 0.00 57 ADJUST MANHOLE TO GRADE EA 1,395.0000 15,345.00 0.000 0.00 58 ADJUST VALVE BOX FRAME AND COVER TO EA 795.0000 12,720.00 0.000 0.00 GRADE 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 4,160.00 18,367.410 36,734.82 60 REMOVE CONCRETE (STRUCTURE) M2 22.0000 29,260.00 0.000 0.00 61 REMOVE CONCRETE (CURB AND GUTTER) M 5.0000 8,200.00 2,061.600 10,308.00 62 REMOVE CONCRETE SIDEWALK M 6.0000 8,160.00 1,197.790 7,186.74 63 REMOVE CONCRETE (CHANNEL) M3 100.0000 3,200.00 0.000 0.00 64 REMOVE CONCRETE BARRIER (TYPE K) M 5.0000 8,150.00 0.000 0.00 65 REMOVE CONCRETE (CURB, GUTTER, AND M3 28.0000 12,600.00 0.000 0.00 SIDEWALK) 66 REMOVE CONCRETE (MISCELLANEOUS) M2 5.0000 1,700.00 34.140 170.70 67 REMOVE CONCRETE (WALKWAY) M3 48.0000 864.00 0.000 0.00 68 CAP INLET EA 1,450.0000 2,900.00 2.000 2,900.00 69 REMOVE BOX CULVERT M 100.0000 1,500.00 0.000 0.00 70 REMOVE METAL RAILING M 18.0000 9,540.00 0.000 0.00 71 REMOVE CRASH CUSHION EA 500.0000 2,500.00 0.000 0.00 72 BRIDGE REMOVAL, LOCATION A LS 100,000.0000 100,000.00 0.000 0.00 73 BRIDGE REMOVAL, LOCATION B LS 300,000.0000 300,000.00 0.500 150,000.00 74 BRIDGE REMOVAL, LOCATION C LS 120,000.0000 120,000.00 0.000 0.00 75 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.200 30,000.00 76 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADWAY EXCAVATION M3 14.0000 2,660,000.00 786.600 11,012.40 94,497.018 1,322,958.25 78 ROADWAY EXCAVATION (TYPE Y-1) M3 10.0000 206,000.00 20,600.000 206,000.00 (AERIALLY DEPOSITED LEAD) 79 ROADWAY EXCAVATION (TYPE Y-2) M3 10.0000 121,000.00 12,100.000 121,000.00 (AERIALLY DEPOSITED LEAD) 80 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 81 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 335,000.00 642.000 32,100.00 5,782.000 289,100.00 F) 82 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 268,625.00 11,057.400 276,435.00 F) 83 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 32,000.00 0.000 0.00 F) (TYPE Y-1 AERIALLY DEPOSITED LEAD) 84 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 6,500.00 0.000 0.00 F) (TYPE Y-2 AERIALLY DEPOSITED LEAD) 85 STRUCTURE BACKFILL (BRIDGE) M3 30.0000 116,700.00 593.000 17,790.00 1,434.000 43,020.00 F) 86 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 335,600.00 11,640.000 232,800.00 F) 87 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 70,440.00 887.300 35,492.00 F) WALL) 88 SAND BACKFILL M3 50.0000 11,000.00 9.540 477.00 98.690 4,934.50 89 IMPORTED BORROW M3 8.0000 1,128,000.00 479.680 3,837.44 135,338.780 1,082,710.24 90 ROCK BLANKET M2 75.0000 1,132,500.00 0.000 0.00 91 EROSION CONTROL (BLANKET) M2 1.4500 19,575.00 125.000 181.25 92 EROSION CONTROL (TYPE D) HA 10,000.0000 150,000.00 0.000 0.00 93 FIBER ROLLS M 6.2500 96,250.00 0.000 0.00 94 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 425.0000 3,825.00 0.000 0.00 95 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 43,600.00 0.000 0.00 F) 96 40 MM WATER METER EA 13,650.0000 81,900.00 0.000 0.00 97 BACKFLOW PREVENTER ASSEMBLY EA 7,262.0000 43,572.00 0.000 0.00 98 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,325.0000 13,950.00 0.000 0.00 99 50 MM PLASTIC PIPE (SCHEDULE 40) M 58.0000 1,102.00 0.000 0.00 (SUPPLY LINE) 00 250 MM CORRUGATED STEEL PIPE CONDUIT M 137.0000 15,070.00 0.000 0.00 (1.63 MM THICK) 01 300 MM CORRUGATED STEEL PIPE CONDUIT M 166.0000 102,920.00 38.400 6,374.40 (1.63 MM THICK) 02 300 MM WELDED STEEL PIPE CONDUIT M 232.0000 53,360.00 0.000 0.00 (6.35 MM THICK) 03 CLASS 2 AGGREGATE BASE M3 30.0000 627,000.00 8,350.020 250,500.60 PROGRAM CAS145 PAGE 5 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 LEAN CONCRETE BASE M3 117.0000 1,848,600.00 2,437.790 285,221.43 05 HOT MIX ASPHALT (TYPE A, BOND BREAKER) TONN 77.0000 574,420.00 906.670 69,813.59 06 HOT MIX ASPHALT TONN 91.0000 4,550,000.00 895.890 81,525.99 19,047.200 1,733,295.20 07 DATA CORE LS 10,000.0000 10,000.00 0.000 0.00 08 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 14.5000 6,235.00 0.000 0.00 09 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 14.5000 24,795.00 0.000 0.00 10 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 14.5000 10,295.00 0.000 0.00 11 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 14.5000 13,195.00 0.000 0.00 12 PLACE HOT MIX ASPHALT M2 250.0000 10,750.00 0.000 0.00 (MISCELLANEOUS AREA) 13 TACK COAT TONN 550.0000 15,950.00 17.640 9,702.00 14 CONCRETE PAVEMENT M3 190.0000 5,358,000.00 16.340 3,104.60 4,180.040 794,207.60 15 CONCRETE PAVEMENT (RAMP TERMINI) M3 220.0000 180,400.00 0.000 0.00 16 SEAL PAVEMENT JOINT M 7.5000 401,250.00 5,958.300 44,687.25 5,958.300 44,687.25 17 SEAL LONGITUDINAL ISOLATION JOINT M 22.0000 11,220.00 0.000 0.00 18 FURNISH STEEL PILING (HP 250 X 62) M 63.0000 104,454.00 1,633.000 102,879.00 19 DRIVE STEEL PILE (HP 250 X 62) EA 700.0000 95,200.00 136.000 95,200.00 20 FURNISH STEEL PILING (HP 250 X 85) M 85.0000 160,735.00 1,915.114 162,784.69 21 DRIVE STEEL PILE (HP 250 X 85) EA 700.0000 112,700.00 161.000 112,700.00 22 FURNISH STEEL PILING (HP 310 X 110) M 109.0000 147,913.00 272.500 29,702.50 272.500 29,702.50 23 DRIVE STEEL PILE (HP 310 X 110) EA 800.0000 72,000.00 28.000 22,400.00 28.000 22,400.00 24 FURNISH STEEL PILING (HP 360 X 132) M 131.0000 1,379,692.00 4,857.370 636,315.47 25 DRIVE STEEL PILE (HP 360 X 132) EA 800.0000 624,800.00 402.000 321,600.00 26 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 130.0000 62,790.00 483.000 62,790.00 PILING 27 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 163,800.00 91.000 163,800.00 PILING 28 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 900,000.00 41.100 82,200.00 450.000 900,000.00 PILING 29 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 108,000.00 368.900 36,890.00 442.900 44,290.00 PILING (SOUND WALL) 30 PRESTRESSING CAST-IN-PLACE CONCRETE LS 750,000.0000 750,000.00 0.221 165,750.00 PROGRAM CAS145 PAGE 6 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BALLAST M3 60.0000 7,320.00 0.000 0.00 F) 32 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 623,700.00 1,048.900 367,115.00 F) 33 STRUCTURAL CONCRETE, BRIDGE M3 505.0000 8,902,140.00 760.650 384,128.25 7,288.150 3,680,515.75 F) 34 STRUCTURAL CONCRETE, RETAINING WALL M3 505.0000 2,920,920.00 37.800 19,089.00 5,003.600 2,526,818.00 F) 35 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 230,800.00 210.000 84,000.00 F) (TYPE N) 36 CLASS 1 CONCRETE (BOX CULVERT) M3 500.0000 48,000.00 39.000 19,500.00 F) 37 CLASS 1 CONCRETE (HEADWALLS) M3 500.0000 3,500.00 1.690 845.00 F) 38 MINOR CONCRETE (MINOR STRUCTURE) M3 410.0000 137,350.00 26.820 10,996.20 166.950 68,449.50 F) 39 MINOR CONCRETE (SOUND WALL) M3 700.0000 7,000.00 0.000 0.00 F) 40 FRACTURED RIB TEXTURE M2 12.0000 66,168.00 123.000 1,476.00 3,467.000 41,604.00 F) 41 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 150.0000 177,000.00 0.000 0.00 42 SOUND WALL (MASONRY BLOCK) M2 150.0000 181,050.00 0.000 0.00 43 PTFE BEARING EA 2,000.0000 10,000.00 0.000 0.00 44 PTFE SPHERICAL BEARING EA 4,500.0000 45,000.00 0.000 0.00 45 JOINT SEAL ASSEMBLY (MR 60 MM) M 270.0000 3,510.00 0.000 0.00 46 JOINT SEAL ASSEMBLY (MR 70 MM) M 270.0000 3,510.00 0.000 0.00 47 JOINT SEAL ASSEMBLY (MR 80 MM) M 270.0000 17,550.00 0.000 0.00 48 JOINT SEAL ASSEMBLY (MR 90 MM) M 270.0000 3,240.00 0.000 0.00 49 JOINT SEAL ASSEMBLY (MR 100 MM) M 270.0000 3,240.00 0.000 0.00 50 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,200.0000 123,200.00 22.000 48,400.00 22.000 48,400.00 51 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,600.0000 244,800.00 22.000 79,200.00 22.000 79,200.00 52 JOINT SEAL (MR 40 MM) M 200.0000 5,000.00 0.000 0.00 53 BAR REINFORCING STEEL KG 2.2500 504.00 604.000 1,359.00 1,262.000 2,839.50 F) 54 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 5,383,080.00 91,456.000 109,747.20 2,119,788.500 2,543,746.20 F) 55 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 681,870.00 3,388.000 4,065.60 453,516.000 544,219.20 F) 56 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5000 8,925.00 1,740.000 2,610.00 F) 57 HEADED BAR REINFORCEMENT EA 37.0000 4,218.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 21.0000 38,724.00 0.000 0.00 F) WITH WALKWAY) 59 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.2500 5,993.00 0.000 0.00 F) WITH WALKWAY) 60 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 777,470.00 0.000 0.00 F) 61 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.7500 58,310.25 0.000 0.00 F) 62 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 14.0000 138,894.00 0.000 0.00 F) 63 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.5000 14,881.50 0.000 0.00 F) 64 FURNISH LAMINATED PANEL SIGN M2 162.0000 40,500.00 0.000 0.00 (25.4 MM-TYPE A) 65 FURNISH LAMINATED PANEL SIGN M2 155.0000 1,240.00 0.000 0.00 (25.4 MM-TYPE B) 66 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 4,240.00 0.000 0.00 (1.6 MM-UNFRAMED) 67 FURNISH SINGLE SHEET ALUMINUM SIGN M2 85.0000 3,400.00 0.000 0.00 (2.0 MM-UNFRAMED) 68 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,000.00 0.000 0.00 (1.6 MM-FRAMED) 69 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 693.00 0.000 0.00 (2.0 MM-FRAMED) 70 760 MM CAST-IN-DRILLED-HOLE M 2,250.0000 7,650.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 71 920 MM CAST-IN-DRILLED-HOLE M 2,800.0000 56,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 72 1524 MM CAST-IN-DRILLED-HOLE M 2,950.0000 324,500.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 ROADSIDE SIGN - ONE POST EA 150.0000 14,700.00 0.000 0.00 75 ROADSIDE SIGN - TWO POST EA 300.0000 3,000.00 0.000 0.00 76 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 170.0000 1,530.00 0.000 0.00 METHOD) 77 PREPARE AND PAINT CONCRETE BARRIER M2 8.0000 20,560.00 0.000 0.00 SURFACES 78 450 MM ALTERNATIVE PIPE CULVERT M 85.0000 192,100.00 8.000 680.00 1,001.360 85,115.60 79 600 MM ALTERNATIVE PIPE CULVERT M 88.0000 108,240.00 112.000 9,856.00 585.640 51,536.32 80 750 MM ALTERNATIVE PIPE CULVERT M 165.0000 31,350.00 177.000 29,205.00 81 900 MM ALTERNATIVE PIPE CULVERT M 172.0000 68,800.00 105.100 18,077.20 465.250 80,023.00 82 1350 MM ALTERNATIVE PIPE CULVERT M 235.0000 10,810.00 0.000 0.00 83 450 MM REINFORCED CONCRETE PIPE M 106.0000 15,900.00 9.750 1,033.50 84 600 MM REINFORCED CONCRETE PIPE M 126.0000 7,938.00 45.700 5,758.20 PROGRAM CAS145 PAGE 8 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 750 MM REINFORCED CONCRETE PIPE M 135.0000 27,000.00 158.380 21,381.30 86 900 MM REINFORCED CONCRETE PIPE M 142.0000 3,834.00 17.200 2,442.40 87 1200 MM REINFORCED CONCRETE PIPE M 235.0000 7,520.00 26.830 6,305.05 88 1350 MM REINFORCED CONCRETE PIPE M 352.0000 19,712.00 53.640 18,881.28 89 1500 MM REINFORCED CONCRETE PIPE M 369.0000 44,280.00 109.000 40,221.00 90 900 MM CORRUGATED STEEL PIPE M 625.0000 7,500.00 0.000 0.00 (2.01 MM THICK) 91 150 MM PLASTIC PIPE M 39.0000 7,020.00 0.000 0.00 92 DRAINAGE INLET MARKER EA 100.0000 1,300.00 0.000 0.00 93 900 MM CORRUGATED STEEL PIPE INLET M 465.0000 5,115.00 1.100 511.50 (2.77 MM THICK) 94 GRATED LINE DRAIN M 128.0000 7,808.00 0.000 0.00 95 1200 MM CORRUGATED STEEL PIPE RISER M 675.0000 1,215.00 0.000 0.00 (2.01 MM THICK) 96 NPS 12 WELDED STEEL PIPE CASING (BRIDGE) M 176.0000 8,448.00 0.000 0.00 97 NPS 14 WELDED STEEL PIPE CASING (BRIDGE) M 284.0000 13,632.00 8.000 2,272.00 48.000 13,632.00 98 NPS 18 WELDED STEEL PIPE CASING (BRIDGE) M 418.0000 20,900.00 12.500 5,225.00 99 450 MM ALTERNATIVE FLARED END SECTION EA 575.0000 4,025.00 0.000 0.00 00 600 MM ALTERNATIVE FLARED END SECTION EA 695.0000 3,475.00 0.000 0.00 01 750 MM ALTERNATIVE FLARED END SECTION EA 786.0000 786.00 0.000 0.00 02 900 MM ALTERNATIVE FLARED END SECTION EA 825.0000 2,475.00 0.000 0.00 03 1050 MM ALTERNATIVE FLARED END SECTION EA 1,050.0000 1,050.00 0.000 0.00 04 1350 MM ALTERNATIVE FLARED END SECTION EA 1,325.0000 1,325.00 0.000 0.00 05 900 MM PRECAST CONCRETE PIPE INLET M 652.0000 5,868.00 0.000 0.00 06 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,255.0000 2,008.00 0.000 0.00 07 ROCK SLOPE PROTECTION M3 115.0000 5,865.00 0.000 0.00 (FACING, METHOD B) 08 ROCK SLOPE PROTECTION M3 125.0000 1,250.00 0.000 0.00 (BACKING NO. 2, METHOD B) 09 ROCK SLOPE PROTECTION M3 129.0000 2,322.00 0.000 0.00 (BACKING NO. 3, METHOD B) 10 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 132.0000 13,068.00 0.000 0.00 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 SLOPE PAVING (CONCRETE)(ROCK BLANKET) M3 500.0000 127,000.00 0.000 0.00 F) 13 SLOPE PAVING (CONCRETE PAVERS) M3 500.0000 94,500.00 0.000 0.00 F) 14 MINOR CONCRETE (DITCH LINING) M3 200.0000 17,200.00 0.000 0.00 15 MINOR CONCRETE (CHANNEL LINING) M3 190.0000 26,600.00 0.000 0.00 16 ROCK SLOPE PROTECTION FABRIC M2 5.7500 2,702.50 0.000 0.00 17 MINOR CONCRETE (MISCELLANEOUS M3 275.0000 233,750.00 79.200 21,780.00 334.620 92,020.50 CONSTRUCTION) 18 MINOR CONCRETE (CURB AND GUTTER) M3 243.0000 51,030.00 215.500 52,366.50 19 MINOR CONCRETE (GUTTER DEPRESSION) M3 500.0000 1,750.00 0.000 0.00 20 MINOR CONCRETE (DRIVEWAY) M3 190.0000 22,800.00 6.450 1,225.50 77.790 14,780.10 21 MINOR CONCRETE (GUTTER) M3 388.0000 3,492.00 0.000 0.00 22 MINOR CONCRETE (STAMPED CONCRETE) M3 758.0000 65,946.00 0.000 0.00 23 MINOR CONCRETE (SIDEWALK) M3 277.0000 74,790.00 45.180 12,514.86 270.000 74,790.00 24 MINOR CONCRETE (CURB RAMP) M3 825.0000 17,325.00 8.290 6,839.25 15.590 12,861.75 25 MISCELLANEOUS METAL (WATER QUALITY KG 36.0000 6,480.00 0.000 0.00 F) OUTLET RISER) 26 MISCELLANEOUS IRON AND STEEL KG 2.2500 52,425.00 3,492.000 7,857.00 F) 27 ISOLATION CASING KG 7.0000 152,635.00 17,380.000 121,660.00 F) 28 MISCELLANEOUS METAL KG 5.0000 28,750.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 29 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 9,200.00 180.000 900.00 492.000 2,460.00 F) 30 BRIDGE DECK DRAINAGE SYSTEM KG 5.0000 29,360.00 1,880.000 9,400.00 F) 31 WROUGHT IRON FENCE M 258.0000 25,800.00 0.000 0.00 32 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 80,800.00 778.000 31,120.00 33 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 4,000.00 0.000 0.00 34 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,400.0000 1,400.00 0.000 0.00 35 SURVEY MONUMENT EA 1,000.0000 10,000.00 0.000 0.00 36 DELINEATOR (CLASS 1) EA 50.0000 8,000.00 0.000 0.00 37 METAL BEAM GUARD RAILING (WOOD POST) M 64.0000 158,720.00 0.000 0.00 38 CHAIN LINK RAILING (TYPE 3 MODIFIED) M 204.0000 58,752.00 0.000 0.00 F) PROGRAM CAS145 PAGE 10 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CHAIN LINK RAILING (TYPE 7) M 128.0000 64,384.00 0.000 0.00 F) 40 CHAIN LINK RAILING (TYPE 6 MODIFIED) M 268.0000 136,948.00 0.000 0.00 F) 41 PORTABLE CONCRETE BARRIER (TYPE 60K) M 105.0000 42,000.00 0.000 0.00 42 PIPE HANDRAILING M 55.0000 33,550.00 0.000 0.00 43 TUBULAR HANDRAILING M 117.0000 24,336.00 0.000 0.00 F) 44 CONCRETE BARRIER (TYPE 26) M 130.0000 32,500.00 0.000 0.00 45 CONCRETE BARRIER (TYPE 26A) M 150.0000 4,200.00 0.000 0.00 46 CONCRETE BARRIER (TYPE 26 MODIFIED) M 155.0000 145,235.00 88.000 13,640.00 393.000 60,915.00 F) 47 CONCRETE BARRIER (TYPE 26A MODIFIED) M 160.0000 21,760.00 0.000 0.00 F) 48 CONCRETE BARRIER (TYPE 60R) M 900.0000 130,500.00 0.000 0.00 F) 49 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 96.0000 34,560.00 0.000 0.00 50 CABLE RAILING M 78.0000 10,140.00 0.000 0.00 51 TRANSITION RAILING (TYPE WB) EA 3,000.0000 60,000.00 0.000 0.00 52 TRANSITION RAILING (TYPE DTB) EA 3,200.0000 6,400.00 0.000 0.00 53 TERMINAL SYSTEM (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 54 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 600.0000 600.00 0.000 0.00 55 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 13,800.00 0.000 0.00 56 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 17,500.00 0.000 0.00 57 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 53,200.00 0.000 0.00 58 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 59 CRASH CUSHION (TYPE CAT) BACKUP EA 600.0000 600.00 0.000 0.00 60 CONCRETE BARRIER (TYPE 60) M 129.0000 361,200.00 301.580 38,903.82 61 CONCRETE BARRIER (TYPE 60C) M 177.0000 348,690.00 1,437.020 254,352.54 62 CONCRETE BARRIER (TYPE 60D) M 252.0000 50,400.00 0.000 0.00 63 CONCRETE BARRIER (TYPE 60E) M 518.0000 46,620.00 0.000 0.00 64 CONCRETE BARRIER (TYPE 732 MODIFIED) M 100.0000 98,400.00 138.000 13,800.00 138.000 13,800.00 F) 65 CONCRETE BARRIER (TYPE 732A) M 100.0000 600.00 0.000 0.00 F) PROGRAM CAS145 PAGE 11 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 CONCRETE BARRIER (TYPE 732B) M 160.0000 25,600.00 0.000 0.00 67 CONCRETE BARRIER (TYPE 732B MODIFIED) M 160.0000 6,720.00 0.000 0.00 68 CONCRETE BARRIER (TYPE 736A) M 100.0000 105,000.00 0.000 0.00 69 CONCRETE BARRIER (TYPE 736 MODIFIED) M 100.0000 17,400.00 0.000 0.00 F) 70 CONCRETE BARRIER (TYPE 736A MODIFIED) M 100.0000 4,700.00 0.000 0.00 F) 71 CONCRETE BARRIER (TYPE 736S) M 160.0000 27,040.00 0.000 0.00 72 CONCRETE BARRIER (TYPE 736B) M 160.0000 40,000.00 0.000 0.00 73 CONCRETE BARRIER (TYPE 736SV) M 300.0000 81,000.00 0.000 0.00 74 CONCRETE BARRIER (TYPE 742A) M 100.0000 9,500.00 0.000 0.00 75 CONCRETE BARRIER (TYPE 742B) M 160.0000 25,600.00 0.000 0.00 76 CONCRETE BARRIER (TYPE 742 MODIFIED) M 100.0000 67,300.00 0.000 0.00 F) 77 CONCRETE BARRIER (TYPE 60E MODIFIED) M 421.0000 17,682.00 0.000 0.00 78 THERMOPLASTIC PAVEMENT MARKING M2 10.0000 8,000.00 0.000 0.00 79 THERMOPLASTIC TRAFFIC STRIPE M 0.8800 59,928.00 0.000 0.00 (SPRAYABLE) 80 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 49,595.00 2,941.380 1,911.90 28,566.380 18,568.15 81 PAINT PAVEMENT MARKING (2-COAT) M2 8.0000 1,760.00 49.110 392.88 82 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 20,250.00 196.000 294.00 1,961.000 2,941.50 83 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 30,250.00 126.000 315.00 2,216.000 5,540.00 84 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 85 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.031 1,550.00 0.127 6,350.00 86 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.060 3,000.00 0.234 11,700.00 87 SIGNAL AND LIGHTING (LOCATION 3) LS 60,000.0000 60,000.00 0.050 3,000.00 0.216 12,960.00 88 SIGNAL AND LIGHTING (CITY) LS 70,000.0000 70,000.00 0.230 16,100.00 0.291 20,370.00 89 LIGHTING AND SIGN ILLUMINATION LS 800,000.0000 800,000.00 0.024 19,200.00 0.164 131,200.00 90 INTERCONNECTION CONDUIT AND CABLE LS 10,000.0000 10,000.00 0.183 1,830.00 0.533 5,330.00 91 FIBER OPTIC CONDUIT 53C M 16.0000 18,400.00 0.000 0.00 92 FIBER OPTIC CONDUIT 41C M 15.0000 6,000.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 FIBER OPTIC CONDUIT 103C M 19.0000 83,600.00 189.000 3,591.00 94 COMMUNICATION CONDUIT (BRIDGE) M 24.0000 5,232.00 0.000 0.00 F) 95 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.340 1,700.00 96 TRAFFIC MONITORING STATION (LOCATION 1) LS 10,000.0000 10,000.00 0.000 0.00 97 TRAFFIC MONITORING STATION (LOCATION 2) LS 15,000.0000 15,000.00 0.000 0.00 98 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 0.000 0.00 99 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 0.000 0.00 (LOCATION 2) 00 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 3) 01 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (LOCATION 4) 02 CLOSED CIRCUIT TELEVISION SYSTEM LS 18,000.0000 18,000.00 0.000 0.00 (LOCATION 5) 03 CLOSED CIRCUIT TELEVISION SYSTEM LS 18,000.0000 18,000.00 0.000 0.00 (LOCATION 1) 04 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 0.065 2,275.00 0.211 7,385.00 (LOCATION 6) 05 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.009 450.00 06 RAMP METERING SYSTEM (LOCATION 2) LS 75,000.0000 75,000.00 0.000 0.00 07 RAMP METERING SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 0.000 0.00 08 RAMP METERING SYSTEM (LOCATION 4) LS 60,000.0000 60,000.00 0.000 0.00 09 REMOVE EXISTING SIGNAL SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 10 MODIFY COMMUNICATION SYSTEM LS 9,000.0000 9,000.00 0.021 189.00 11 12 SINGLEMODE FIBER OPTIC CABLE M 11.0000 9,570.00 0.000 0.00 12 48 SINGLEMODE FIBER OPTIC CABLE M 8.0000 36,640.00 0.000 0.00 13 144 SINGLE MODE FIBER OPTIC CABLE M 16.0000 73,280.00 0.000 0.00 14 FIBER OPTIC SPLICE CLOSURE EA 1,700.0000 17,000.00 0.000 0.00 15 MODIFY EXISTING COMMUNICATION HUB LS 60,000.0000 60,000.00 0.000 0.00 ASSEMBLY 16 MODIFY TRANSPORTATION MANAGEMENT CENTER LS 15,000.0000 15,000.00 0.000 0.00 17 SPLICE VAULT EA 4,000.0000 40,000.00 0.000 0.00 18 SYSTEM TESTING AND DOCUMENTATION LS 15,000.0000 15,000.00 0.000 0.00 19 TRAINING LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 20 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 21 FORMED RELIEF TEXTURE M2 150.0000 87,750.00 585.000 87,750.00 (MOUNTAIN RIDGE RELIEF) 22 FRACTURED RIB ARROWHEAD CLUSTER M2 200.0000 43,000.00 215.000 43,000.00 TEXTURE 23 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 24 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 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 08:48 AM ESTIMATE NO. 12 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 12/20/10 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,275,205.67 22,768,253.51 ADJUSTMENT OF COMPENSATION 25,358.33 44,878.62 EXTRA WORK 56,349.12 195,483.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,356,913.12 23,008,615.30 25 MOBILIZATION LS 6687,827.0000 6,687,827.00 0.950 6,353,435.65 ORIGINAL CONTRACT AMOUNT 65,528,133.75 TOTAL WORK COMPLETED 1,356,913.12 29,362,050.95 MATERIALS ON HAND ON SITE 997,064.95 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -129,727.44 TOTAL 1,356,913.12 30,229,388.46 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 02/11/13 212 23 0 0 44% 28% PROGRESS IS SATISFACTORY YOGARAJAH, MANNY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/24/10