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 11/22/10 EST. NO.19 TIME 09:29 AM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- 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 0056 69.78 E.W. @ F.A.(+) 060810 Y 0279.0 0063 61.06 060910 Y 0303.0 0073 214.61 062910 Y 0328.0 0075 162.87 071310 Y 0330.0 0085 433.91 080410 Y 0340.0 0087 286.14 080610 Y 0342.0 0090 600.44 072310 Y 0349.0 0092 19.50 081010 Y 0351.0 0110 823.51 083110 Y 0381.0 0111 937.20 090210 Y 0382.0 0112 313.29 090210 Y 0383.0 0113 234.71 090310 Y 0384.0 0114 65.65 080910 Y 0392.0 0115 65.65 081110 Y 0393.0 0121 401.98 090910 Y 0401.0 0125 467.84 091410 Y 0405.0 0156 36.74 070210 Y 0286.2 0157 110.00 072310 Y 0349.2 0158 13.75 083110 Y 0381.2 007 0046 495.90 E.W. @ F.A.(+) 072610 Y 0377.0 008 0022 1,279.28 E.W. @ F.A.(+) 110209 N 0099.3 014 0035 2,277.74 E.W. @ F.A.(+) 050610 N 0357.0 0037 6,631.42 061710 N 0366.0 0039 1,616.56 092010 Y 0410.0 0040 1,786.83 092110 Y 0411.0 0041 2,628.31 092210 Y 0412.0 0044 715.66 092210 Y 0445.0 019 0006 293.92 E.W. @ F.A.(+) 093010 Y 0446.0 023 0010 1,529.60 E.W. @ F.A.(+) 010910 Y 127.10 030 0001 2,409.32 E.W. @ F.A.(+) 051110 Y 0225.0 0002 3,168.22 052110 Y 0240.0 0003 3,164.63 051810 Y 0260.0 0004 3,462.54 051710 Y 0261.0 0005 2,727.31 051910 Y 0262.0 0006 2,149.24 052010 Y 0263.0 0007 2,980.26 052510 Y 0264.0 0010 118.57 080910 Y 0348.0 0012 208.37 102910 Y 0479.0 031 0001 321.71 E.W. @ F.A.(+) 042210 Y 0226.0 0002 379.19 042910 Y 0227.0 0003 144.46 050310 Y 0228.0 0004 5,025.09 041310 Y 0241.0 0005 108.66 051810 Y 0245.0 0006 1,168.75 051910 Y 0246.0 0007 242.52 051710 Y 0265.0 0008 421.06 051810 Y 0266.0 0009 3,169.86 051910 Y 0267.0 0010 5,341.48 051910 Y 0268.0 0011 9,281.00 051910 Y 0269.0 0012 4,258.34 052010 Y 0270.0 0013 1,282.91 052410 Y 0271.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/22/10 EST. NO.19 TIME 09:29 AM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0015 789.38 052610 Y 0273.0 0016 1,192.84 052710 Y 0274.0 0017 172.90 052810 Y 0275.0 0018 1,477.17 060110 Y 0276.0 0019 549.83 060310 Y 0277.0 0021 506.66 060810 Y 0280.0 0022 824.74 060810 Y 0281.0 0023 1,112.09 060910 Y 0282.0 0025 209.86 061010 Y 0284.0 0027 143.44 052110 Y 0298.0 0028 520.13 062810 Y 0301.0 0030 1,040.23 062510 Y 0300.0 0031 526.75 070110 Y 0307.0 0032 109.98 061810 Y 0309.0 0034 1,565.84 070810 Y 0311.0 0035 1,818.56 070910 Y 0312.0 0036 1,595.20 071410 Y 0313.0 0037 1,565.84 071510 Y 0314.0 0038 266.15 071910 Y 0315.0 0039 742.74 072210 Y 0316.0 0042 969.95 070210 Y 310.02 0043 648.96 071610 Y 318.02 0044 795.22 060710 Y 278.02 0045 942.45 061010 Y 283.02 0046 852.85 061110 Y 299.02 0047 592.04 052510 Y 272.10 0054 2,045.64 081110 Y 0356.0 0058 1,558.01 052010 N 0376.0 0059 109.98 081210 Y 0379.0 0062 109.98 090910 Y 0419.0 101,462.75 TOTAL THIS ESTIMATE 658,397.05 TOTAL PREVIOUS ESTIMATE 759,859.80 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 11/22/10 EST. NO.19 TIME 09:29 AM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LACKING CPM UPDATES -255,080.00 06 LACKING CPM UPDATES -241,904.59 07 RELEASE SCHEDULE DED 496,984.59 08 MISSING SCH UPDATES -151,094.46 09 RELEASE CPM DEDUCTIN 151,094.46 10 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:29 AM ESTIMATE NO. 19 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 11/22/10 LOCATION PROGRESS ESTIMATE 04-ALA-880-30.1/31.1 ----------------- MCM CONSTRUCTION, INC IN ALAMEDA COUNTY IN OAKLAND ON 450 BURMA ROAD ROUTE 880 FROM 0.8 KM NORTH OF 16TH OAKLAND CA 94607 AVENUE OVERCROSSING TO OAK MADISON STREET UNDERCROSSING FED. AID NO. ACBR-880-1(59)E ,IM-880-1(59)E ,ACIM-880-1(59)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 0.250 6,250.00 02 TIME-RELATED OVERHEAD LS 5300,000.0000 5,300,000.00 0.023 121,900.00 0.365 1,934,500.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 62,500.00 1,275.300 31,882.50 S) 04 TEMPORARY FENCE (TYPE ESA) M 15.0000 6,900.00 583.000 8,745.00 05 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 0.000 0.00 06 TEMPORARY INLET CAP EA 300.0000 8,400.00 10.000 3,000.00 07 TEMPORARY TIMBER BULKHEAD EA 300.0000 1,800.00 0.000 0.00 08 TEMPORARY 300 MM SLOTTED CORRUGATED M 320.0000 83,200.00 207.200 66,304.00 STEEL PIPE 09 TEMPORARY 300 MM ALTERNATIVE PIPE M 220.0000 26,400.00 3.000 660.00 CULVERT (TYPE A) 10 TEMPORARY 450 MM ALTERNATIVE PIPE M 220.0000 30,800.00 137.510 30,252.20 CULVERT (TYPE B) 11 TEMPORARY 600 MM ALTERNATIVE PIPE M 325.0000 4,550.00 13.600 4,420.00 CULVERT (TYPE B) 12 SITE HEALTH AND SAFETY PLAN LS 20,000.0000 20,000.00 0.600 12,000.00 S) 13 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.020 3,000.00 0.360 54,000.00 14 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.010 50.00 0.670 3,350.00 PREVENTION PLAN 15 DEWATERING AND NON-STORM WATER DISCHARGE LS 150,000.0000 150,000.00 0.260 39,000.00 CONTROL 16 BIOLOGICAL MONITOR LS 100,000.0000 100,000.00 0.020 2,000.00 0.360 36,000.00 17 TEMPORARY SILT FENCE M 13.0000 15,600.00 792.000 10,296.00 18 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 3.000 6,000.00 19 TEMPORARY COVER M2 4.0000 18,000.00 900.200 3,600.80 20 MOVE-IN/MOVE-OUT EA 700.0000 9,100.00 1.000 700.00 S) (TEMPORARY EROSION CONTROL) 21 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 28,000.00 17.000 6,800.00 22 TEMPORARY HYDRAULIC MULCH M2 1.0000 20,000.00 1,300.000 1,300.00 S) (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:29 AM ESTIMATE NO. 19 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STREET SWEEPING LS 45,000.0000 45,000.00 0.020 900.00 0.360 16,200.00 24 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 300.0000 30,000.00 2.000 600.00 35.000 10,500.00 25 TEMPORARY DRAINAGE INLET EA 1,500.0000 27,000.00 3.000 4,500.00 26 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.300 12,000.00 S) 27 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.020 4,000.00 0.360 72,000.00 S) 28 TYPE II BARRICADE EA 100.0000 5,900.00 6.000 600.00 S) 29 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 61,000.00 0.000 0.00 S) 30 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 2,250.00 4.083 306.23 S) 31 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 15,200.00 70.000 2,800.00 S) 32 TEMPORARY PAVEMENT MARKER EA 4.0000 24,080.00 3,722.000 14,888.00 S) 33 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.020 1,000.00 0.360 18,000.00 S) 34 TEMPORARY RAILING (TYPE K) M 60.0000 732,000.00 4,927.000 295,620.00 35 TEMPORARY CRASH CUSHION MODULE EA 250.0000 60,000.00 116.000 29,000.00 S) 36 TEMPORARY CRASH CUSHION (ADIEM) EA 10,000.0000 10,000.00 0.000 0.00 S) 37 TEMPORARY TRAFFIC SCREEN M 10.0000 95,600.00 3,949.000 39,490.00 S) 38 ABANDON CULVERT EA 425.0000 4,250.00 0.000 0.00 39 ABANDON INLET EA 500.0000 2,500.00 0.000 0.00 40 REMOVE CHAIN LINK FENCE M 11.0000 37,510.00 1,779.800 19,577.80 41 REMOVE METAL BEAM GUARD RAILING M 50.0000 13,000.00 253.000 12,650.00 S) 42 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 18,580.00 0.000 0.00 S) 43 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 10,300.00 4,348.700 8,697.40 S) STRIPE 44 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 19,880.00 5,134.480 10,268.96 S) 45 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 1,280.00 3.430 68.60 S) 46 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 15,750.00 8,448.700 12,673.05 S) 47 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 1,175.00 10.800 270.00 S) 48 REMOVE PAVEMENT MARKER EA 1.0000 14,000.00 6,592.020 6,592.02 S) 49 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 3,000.00 3.000 450.00 PROGRAM CAS145 PAGE 3 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:29 AM ESTIMATE NO. 19 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 400.00 3.000 600.00 51 REMOVE ROADSIDE SIGN EA 200.0000 600.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 52 REMOVE SIGN STRUCTURE EA 4,000.0000 16,000.00 0.000 0.00 S) 53 REMOVE ASPHALT CONCRETE DIKE M 12.0000 900.00 0.000 0.00 54 REMOVE CULVERT M 100.0000 106,000.00 442.500 44,250.00 55 REMOVE INLET EA 265.0000 12,190.00 15.000 3,975.00 56 REMOVE RETAINING WALL M 105.0000 7,875.00 82.000 8,610.00 57 REMOVE CONCRETE PAVEMENT M3 33.0000 40,260.00 0.000 0.00 58 REMOVE BASE AND SURFACING M3 27.0000 18,900.00 0.000 0.00 59 RECONSTRUCT METAL BEAM GUARD RAILING M 700.0000 5,600.00 0.000 0.00 S) 60 PLACE WATER VALVE COVER EA 250.0000 250.00 0.000 0.00 61 ADJUST FRAME AND COVER TO GRADE EA 500.0000 4,000.00 0.000 0.00 62 MODIFY INLET EA 2,000.0000 2,000.00 0.000 0.00 63 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 52,000.00 9,666.200 19,332.40 S) 64 REMOVE CONCRETE (COMMUNICATION DUCT) M3 70.0000 3,290.00 141.300 9,891.00 65 REMOVE CONCRETE CURB M 29.0000 58,000.00 375.000 10,875.00 66 REMOVE CONCRETE BARRIER (TYPE 60) M 60.0000 10,800.00 177.000 10,620.00 67 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 22,200.00 1,443.000 21,645.00 68 REMOVE CRASH CUSHION (SAND FILLED) EA 150.0000 1,800.00 12.000 1,800.00 S) 69 BRIDGE REMOVAL, LOCATION A LS 1700,000.0000 1,700,000.00 0.300 510,000.00 70 BRIDGE REMOVAL, LOCATION B LS 40,000.0000 40,000.00 0.500 20,000.00 71 CLEARING AND GRUBBING LS 13,000.0000 13,000.00 0.880 11,440.00 72 REMOVE TREE LS 50,000.0000 50,000.00 0.800 40,000.00 73 DEVELOP WATER SUPPLY LS 38,000.0000 38,000.00 0.020 760.00 0.240 9,120.00 74 ROADWAY EXCAVATION M3 29.1000 625,650.00 2,106.000 61,284.60 75 ROADWAY EXCAVATION (TYPE Z-2) M3 62.8000 546,360.00 1,436.000 90,180.80 (AERIALLY DEPOSITED LEAD) 76 LEAD COMPLIANCE PLAN (STRIPE REMOVAL) LS 3,000.0000 3,000.00 0.500 1,500.00 PROGRAM CAS145 PAGE 4 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:29 AM ESTIMATE NO. 19 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 20,625.00 57.750 4,331.25 F) 78 STRUCTURE EXCAVATION (HAZARDOUS WASTE M3 200.0000 172,000.00 247.000 49,400.00 F) AND RESTRICTED MATERIAL) 79 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 60,000.00 126.000 18,900.00 F) 80 STRUCTURE BACKFILL (CULVERT) M3 37.0000 55,130.00 812.900 30,077.30 81 STRUCTURE BACKFILL (SLURRY CEMENT) M3 138.0000 5,658.00 1.180 162.84 82 SAND BACKFILL M3 200.0000 14,000.00 0.000 0.00 83 IMPORTED BORROW M3 40.2000 258,888.00 3,905.000 156,981.00 84 GEOSYNTHETIC REINFORCED EMBANKMENT M2 38.0000 148,580.00 563.000 21,394.00 85 GEOTECHNICAL INSTRUMENTATION AND LS 10,000.0000 10,000.00 0.440 4,400.00 S) INSTALLATION 86 HIGHWAY PLANTING LS 80,000.0000 80,000.00 0.000 0.00 S) 87 IMPORTED TOPSOIL M3 60.0000 25,800.00 0.000 0.00 S) 88 ROCK BLANKET M2 110.0000 68,200.00 0.000 0.00 S) 89 DECOMPOSED GRANITE M2 40.0000 30,000.00 0.000 0.00 S) 90 EROSION CONTROL (NETTING) M2 15.0000 22,500.00 0.000 0.00 S) 91 EROSION CONTROL (TYPE D) HA 10,000.0000 100,000.00 0.000 0.00 S) 92 FIBER ROLLS M 10.0000 11,000.00 367.680 3,676.80 S) 93 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 10,400.00 0.000 0.00 S) 94 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0.00 S) 95 40 MM BACKFLOW PREVENTOR EA 1,000.0000 1,000.00 0.000 0.00 S) 96 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 S) 97 100 MM CORRUGATED HIGH DENSITY M 60.0000 540.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 98 200 MM CORRUGATED HIGH DENSITY M 200.0000 2,400.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 99 CLASS 4 AGGREGATE SUBBASE M3 31.0000 30,380.00 0.000 0.00 00 LEAN CONCRETE BASE M3 225.0000 1,300,500.00 214.600 48,285.00 01 LIGHTWEIGHT EMBANKMENT MATERIAL M3 60.0000 2,310,000.00 1,546.500 92,790.00 (CELLULAR CONCRETE) 02 ASPHALT CONCRETE (TYPE A) TONN 82.1000 2,348,060.00 7,623.040 625,851.58 03 ASPHALT CONCRETE (OPEN GRADED) TONN 107.0000 331,700.00 1,535.920 164,343.44 PROGRAM CAS145 PAGE 5 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:29 AM ESTIMATE NO. 19 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 PAVEMENT REINFORCING FABRIC M2 2.2000 19,030.00 8,650.000 19,030.00 05 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 21,600.00 0.000 0.00 AREA) 06 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 2,400.00 0.000 0.00 07 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 4,200.00 0.000 0.00 08 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 460.00 0.000 0.00 09 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 2,300.00 0.000 0.00 10 CRACK EXISTING CONCRETE PAVEMENT M2 2.2500 19,665.00 6,968.000 15,678.00 11 GRIND EXISTING CONCRETE M2 39.0000 26,130.00 565.000 22,035.00 PAVEMENT 12 FURNISH STEEL PIPE PILE (1219 MM) M 1,250.0000 345,000.00 276.000 345,000.00 13 DRIVE STEEL PIPE PILE (1219 MM) EA 20,000.0000 160,000.00 8.000 160,000.00 S) 14 FURNISH PILING (CLASS 625) M 110.0000 338,800.00 945.200 103,972.00 (ALTERNATIVE V) 15 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,800.0000 176,400.00 30.000 54,000.00 S) 16 FURNISH PILING (CLASS 400) M 140.0000 8,540.00 61.000 8,540.00 17 DRIVE PILE (CLASS 400) EA 3,000.0000 24,000.00 0.000 0.00 S) 18 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 3,150.0000 400,050.00 63.791 200,941.65 PILING (1830 MM) 19 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 100,000.0000 300,000.00 0.000 0.00 S) PILE (1830 MM) 20 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 4,300.0000 11,751,900.00 2,199.505 9,457,871.50 PILING (2440 MM) 21 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 82,000.0000 5,330,000.00 18.996 1,557,672.00 S) PILE (2440 MM) 22 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1400,000.0000 1,400,000.00 0.120 168,000.00 S) 23 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 620.0000 133,300.00 67.000 41,540.00 F) 24 STRUCTURAL CONCRETE, BRIDGE M3 969.0000 23,352,900.00 673.450 652,573.05 3,769.790 3,652,926.51 F) 25 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 294,000.00 0.000 0.00 26 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 243,000.00 0.000 0.00 F) (TYPE N) 27 MINOR CONCRETE M3 320.0000 60,800.00 38.000 12,160.00 28 MINOR CONCRETE (MINOR STRUCTURE) M3 730.0000 113,880.00 12.990 9,482.70 F) 29 MINOR CONCRETE (BACKFILL) M3 580.0000 16,820.00 22.800 13,224.00 30 ARCHITECTURAL TREATMENT M2 10.0000 20,500.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:29 AM ESTIMATE NO. 19 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ARCHITECTURAL SURFACE (LIGHT SANDBLAST) M2 20.0000 31,000.00 0.000 0.00 F) 32 ARCHITECTURAL SURFACE (MEDIUM SANDBLAST) M2 20.0000 15,200.00 0.000 0.00 F) 33 PTFE SPHERICAL BEARING EA 5,000.0000 320,000.00 10.000 50,000.00 S) 34 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 35,700.00 0.000 0.00 S) 35 JOINT SEAL ASSEMBLY (MR 90 MM) M 700.0000 32,900.00 0.000 0.00 S) 36 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 5,500.0000 517,000.00 0.000 0.00 S) 37 BAR REINFORCING STEEL (BRIDGE) KG 1.1800 8,024,000.00 247,212.000 291,710.16 1,262,752.140 1,490,047.53 SF) 38 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 1,807,500.00 8,191.000 20,477.50 197,487.500 493,718.75 SF)(BRIDGE) 39 HEADED BAR REINFORCEMENT EA 10.0000 168,000.00 266.000 2,660.00 SF) 40 SHOTCRETE M3 500.0000 79,000.00 0.000 0.00 SF) 41 STRUCTURAL STEEL (BRIDGE) KG 50.0000 110,000.00 2,200.000 110,000.00 SF) 42 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 395,148.00 0.000 0.00 F) 43 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 32,929.00 0.000 0.00 SF) 44 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 135.0000 11,475.00 0.000 0.00 F) 45 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,700.00 0.000 0.00 (1.6 MM-UNFRAMED) 46 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,300.00 0.000 0.00 (2.0 MM-UNFRAMED) 47 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 518.00 0.000 0.00 (1.6 MM-FRAMED) 48 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 360.00 0.000 0.00 (2.0 MM-FRAMED) 49 METAL (RAIL MOUNTED SIGN) KG 36.0000 8,640.00 0.000 0.00 50 ROADSIDE SIGN - ONE POST EA 250.0000 5,250.00 0.000 0.00 51 ROADSIDE SIGN EA 150.0000 900.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 0.000 0.00 METHOD) 53 RAILROAD SHOOFLY LS 50,000.0000 50,000.00 0.400 20,000.00 0.600 30,000.00 54 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 135.0000 2,295.00 2.900 391.50 55 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 185.0000 64,750.00 0.000 0.00 56 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 165.0000 52,800.00 72.100 11,896.50 57 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 220.0000 63,800.00 91.600 20,152.00 PROGRAM CAS145 PAGE 7 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:29 AM ESTIMATE NO. 19 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 215.0000 154,800.00 108.400 23,306.00 59 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 170.0000 16,320.00 95.100 16,167.00 60 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 245.0000 41,650.00 0.000 0.00 61 750 MM ALTERNATIVE PIPE CULVERT M 270.0000 78,300.00 35.100 9,477.00 62 900 MM ALTERNATIVE PIPE CULVERT M 310.0000 55,800.00 0.000 0.00 63 450 MM SLOTTED CORRUGATED STEEL PIPE M 270.0000 78,300.00 0.000 0.00 (1.63 MM THICK) 64 WICK DRAIN M 2.3000 276,000.00 63,825.000 146,797.50 65 GEOCOMPOSITE DRAINAGE BLANKET M2 5.0000 32,600.00 1,485.628 7,428.14 66 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 67 DRAINAGE INLET MARKER EA 100.0000 200.00 0.000 0.00 68 ROCK SLOPE PROTECTION M3 1,000.0000 1,600.00 0.000 0.00 (FACING, METHOD B) 69 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 98,000.00 0.000 0.00 CONSTRUCTION) 70 MINOR CONCRETE (CONCRETE MOW STRIP) M3 700.0000 5,600.00 0.000 0.00 S) 71 MISCELLANEOUS IRON AND STEEL KG 3.5000 61,103.00 0.000 0.00 SF) 72 ISOLATION CASING KG 5.0000 265,000.00 14,699.000 73,495.00 SF) 73 MISCELLANEOUS METAL KG 15.0000 217,500.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 74 MISCELLANEOUS METAL KG 15.0000 54,000.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 75 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 45,000.00 1,928.192 38,563.84 SF) 76 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 364,000.00 0.000 0.00 SF) 77 CHAIN LINK FENCE (TYPE CL-1.2, M 66.0000 48,840.00 0.000 0.00 S) VINYL-CLAD) 78 CHAIN LINK FENCE (TYPE CL-1.8) M 66.0000 175,560.00 0.000 0.00 S) 79 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 10,500.00 0.000 0.00 S) 80 SURVEY MONUMENT AND SURVEY HUB LS 50,000.0000 50,000.00 0.200 10,000.00 81 GUARD RAILING DELINEATOR EA 20.0000 100.00 0.000 0.00 82 CONCRETE BARRIER MARKER EA 10.0000 1,100.00 0.000 0.00 83 METAL BEAM GUARD RAILING (WOOD POST) M 450.0000 3,600.00 0.000 0.00 S) 84 CHAIN LINK RAILING (TYPE 7) M 150.0000 36,750.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 8 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:29 AM ESTIMATE NO. 19 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 END CAP EA 1,000.0000 2,000.00 0.000 0.00 S) 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 7,000.0000 7,000.00 0.000 0.00 S) 87 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 40,000.00 0.000 0.00 S) 88 CRASH CUSHION MODULE, SAND FILLED EA 350.0000 4,900.00 0.000 0.00 S) 89 CONCRETE BARRIER (TYPE 60) M 250.0000 292,500.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 7,200.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 60C) M 300.0000 261,000.00 186.950 56,085.00 92 CONCRETE BARRIER (TYPE 60D) M 300.0000 14,400.00 0.000 0.00 93 CONCRETE BARRIER (TYPE 60R) M 275.0000 7,700.00 0.000 0.00 94 CONCRETE BARRIER (TYPE 60AM) M 300.0000 223,500.00 0.000 0.00 F) 95 CONCRETE BARRIER (TYPE 732) M 200.0000 298,400.00 0.000 0.00 F) 96 CONCRETE BARRIER (TYPE 736) M 300.0000 171,000.00 0.000 0.00 97 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 3,915.00 0.000 0.00 S) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 34,125.00 0.000 0.00 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,400.00 0.000 0.00 S) 00 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 16,800.00 20,084.250 12,050.55 S) 01 PAINT PAVEMENT MARKING (2-COAT) M2 30.0000 2,610.00 15.320 459.60 S) 02 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 22,880.00 2,356.000 3,769.60 S) 03 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 17,064.00 654.000 2,354.40 S) 04 LIGHTING (CITY STREET) LS 40,000.0000 40,000.00 0.000 0.00 S) 05 LIGHTING (PARKING LOT) LS 60,000.0000 60,000.00 0.022 1,320.00 0.066 3,960.00 S) 06 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.011 1,100.00 0.072 7,200.00 S) 07 STAGE CONSTRUCTION - RAMP METERING LS 80,000.0000 80,000.00 0.400 32,000.00 S) 08 TRAFFIC OPERATIONS SYSTEM LS 150,000.0000 150,000.00 0.055 8,250.00 S) 09 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 10 MINOR CONCRETE (SIGN FOUNDATION) M3 750.0000 21,000.00 0.000 0.00 11 REMOVE RAILROAD TRACK LS 25,000.0000 25,000.00 1.000 25,000.00 PROGRAM CAS145 PAGE 9 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:29 AM ESTIMATE NO. 19 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 09:29 AM ESTIMATE NO. 19 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,121,390.71 23,469,232.84 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 101,462.75 759,859.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,222,853.46 24,229,092.64 13 MOBILIZATION LS 8765,479.0000 8,765,479.00 0.950 8,327,205.05 ORIGINAL CONTRACT AMOUNT 87,877,777.00 TOTAL WORK COMPLETED 1,222,853.46 32,556,297.69 MATERIALS ON HAND ON SITE 5,535,088.85 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,222,853.46 38,091,386.54 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/20/09 800 06/15/09 06/15/09 04/30/13 347 12 4 0 36% 63% PROGRESS IS SATISFACTORY SENG, TA RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 11/22/10