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 07/27/10 EST. NO.07 TIME 02:08 PM R.E. NAME: SHARMA, JYOTSNA 04-163734 --------------------------------------------------------------------------- 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 0059 363.60 E.W. @ F.A.(+) 011810 Y 0051.0 0064 247.88 012510 Y 0069.0 0065 326.10 012710 Y 0070.0 0066 83.72 012710 Y 0071.0 0067 617.50 012710 Y 0072.0 0181 409.82 032310 Y 0206.0 0195 748.12 040910 Y 0256.0 0208 280.84 041910 Y 0269.0 0209 389.03 042010 Y 0270.0 0211 187.00 042210 Y 0272.0 0212 329.33 042310 Y 0273.0 0213 187.23 042610 Y 0274.0 0214 142.11 042710 Y 0275.0 0217 1,065.54 043010 Y 0278.0 0218 875.02 050110 Y 0279.0 0224 1,492.13 021010 N 0384.0 0237 1,109.00 030510 N 0397.0 0241 556.15 031610 N 0401.0 0243 1,393.60 040810 N 0403.0 0249 2,152.98 020410 N 0248.1 0250 147.12 050310 Y 0280.1 0251 234.74 050410 Y 0281.1 0252 249.63 050410 Y 0282.1 0253 134.54 050510 Y 0283.1 0254 249.63 050610 Y 0284.1 0255 1,096.12 051810 N 0460.0 0256 1,096.12 051910 N 0461.0 0257 2,428.48 060310 N 0462.0 0261 276.80 050510 Y 0488.0 0262 249.63 050710 Y 0489.0 0263 426.34 050710 Y 0490.0 0264 187.00 051010 Y 0491.0 0265 187.56 051710 Y 0492.0 0266 213.17 051910 Y 0493.0 0267 213.17 052010 Y 0494.0 0268 213.50 052110 Y 0495.0 0269 367.51 052510 Y 0496.0 0270 517.59 052510 Y 0497.0 0271 213.73 052710 Y 0498.0 0272 139,700.00 060310 N 0597.0 006 0001-1 -642.66 E.W. @ F.A.(+) 020410 Y 0285.0 DAO CORRECTING ENTRY 0002 587.26 020510 Y 0286.0 0003-1 -1,304.76 021710 Y 0287.0 DAO CORRECTING ENTRY 0004-1 -743.27 021810 Y 0288.0 DAO CORRECTING ENTRY 0005-1 -1,722.65 021810 Y 0289.0 DAO CORRECTING ENTRY 0006-1 -3,320.07 022210 Y 0290.0 DAO CORRECTING ENTRY 0007-1 -1,597.26 022410 Y 0291.0 DAO CORRECTING ENTRY 0008-1 -306.10 022510 Y 0292.0 DAO CORRECTING ENTRY 0009-1 -815.32 022610 Y 0293.0 DAO CORRECTING ENTRY 0010-1 -1,348.73 022610 Y 0294.0 DAO CORRECTING ENTRY 0011-1 -1,028.64 022610 Y 0295.0 DAO CORRECTING ENTRY 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 07/27/10 EST. NO.07 TIME 02:08 PM R.E. NAME: SHARMA, JYOTSNA 04-163734 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0013-1 -558.96 031010 Y 0297.0 DAO CORRECTING ENTRY 0016-1 -876.57 032210 Y 0300.0 DAO CORRECTING ENTRY 0017-1 -876.57 032610 Y 0301.0 DAO CORRECTING ENTRY 0018 220.46 030110 Y 0296.1 0019 538.02 031110 Y 0298.1 0020 683.14 031910 Y 0299.1 008 0001 1,502.77 E.W. @ F.A.(+) 021810 Y 0305.0 0003 3,531.65 022210 N 0413.0 0005 9,097.84 022410 N 0415.0 0006 1,983.99 030510 N 0417.0 0008 2,670.01 030910 N 0419.0 0009 549.27 033010 N 0420.0 015 0001 207.46 E.W. @ F.A.(+) 031510 N 0100.0 0002 209.54 032310 N 0101.0 0003 4,060.03 032410 N 0102.0 0004 6,670.24 032510 N 0103.0 0005 3,335.09 032610 N 0104.0 0007 1,126.69 010510 Y 0216.0 0008 543.37 020210 Y 0217.0 0009 3,415.50 021910 Y 0218.0 0010 1,220.99 031010 Y 0219.0 0011 477.14 032310 Y 0220.0 0013 1,630.47 032510 Y 0222.0 0015 390.68 040710 Y 0306.0 0016 448.41 040810 Y 0307.0 0019 1,010.76 021910 N 0376.0 0021 1,359.89 030810 N 0378.0 0025 919.01 060410 N 0442.0 0027 3,455.52 050410 N 0478.0 018 0001 449.94 E.W. @ F.A.(+) 020210 Y 0360.0 0002 5,616.47 020410 Y 0358.0 0004 4,143.62 010910 Y 0341.0 0005 1,628.51 011110 Y 0342.0 0006 453.47 011310 Y 0343.0 0007 607.97 011410 Y 0344.0 0008 260.73 011410 Y 0345.0 0010 389.39 012810 Y 0347.0 0011 3,989.65 012810 Y 0348.0 0012 527.94 012910 Y 0349.0 0013 468.37 012910 Y 0350.0 0014 4,118.14 012910 Y 0351.0 0016 1,416.04 020110 Y 0353.0 0017 461.96 020110 Y 0354.0 0018 527.94 020210 Y 0355.0 0019 5,147.04 020210 Y 0356.0 0020 4,084.31 020310 Y 0357.0 0021 58,610.00 E.W. @ L.S.(+) 052010 N 1000 0 0022 1,181.44 E.W. @ F.A.(+) 020410 Y 0501.0 0023 1,728.84 020510 Y 0502.0 0024 2,734.81 020810 Y 0503.0 0025 485.20 020810 Y 0504.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 07/27/10 EST. NO.07 TIME 02:08 PM R.E. NAME: SHARMA, JYOTSNA 04-163734 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0026 290.88 020910 Y 0505.0 0027 7,208.66 021010 Y 0506.0 0028 414.30 021210 Y 0507.0 0030 1,965.96 021810 Y 0509.0 0031 2,454.97 021910 Y 0510.0 0032 2,927.73 022210 Y 0511.0 020 0001 2,004.16 E.W. @ F.A.(+) 020210 N 0382.0 0002 1,636.22 020910 N 0383.0 0003 557.87 032410 N 0410.0 0004 1,398.72 041610 N 0412.0 021 0030 449.65 E.W. @ F.A.(+) 020810 Y 0236.0 0033 256.94 021610 Y 0239.0 0036 447.06 030810 Y 0318.0 0037 968.87 031210 Y 0319.0 0038 322.87 031610 Y 0320.0 0039 258.94 032410 Y 0321.0 0040 641.17 032910 Y 0322.0 0041 1,027.74 033010 Y 0323.0 0042 421.86 040110 Y 0324.0 0043 343.82 040210 Y 0325.0 0044 1,066.01 040510 Y 0326.0 0045 302.34 040910 Y 0327.0 0046 605.05 041210 Y 0328.0 0048 147.71 041510 Y 0330.0 0049 1,733.37 041910 Y 0331.0 0050 643.60 042010 Y 0332.0 0052 372.56 030410 Y 0315.0 0053 596.09 030510 Y 0316.0 0054 417.47 042610 Y 0334.0 0057 218.89 042910 Y 0337.0 0058 282.37 050310 Y 0338.0 0059 1,395.76 050310 Y 0339.0 0060 545.12 050510 Y 0340.0 0061 1,384.29 022310 Y 0308.0 0062 160.21 022410 Y 0309.0 0063 1,226.72 022510 Y 0310.0 0064 998.44 030110 Y 0311.0 0065 7,532.25 030210 Y 0312.0 0067 649.95 030310 Y 0314.0 0070 425.10 050710 Y 0512.0 0071 824.97 051010 Y 0513.0 0072 508.82 051710 Y 0514.0 0073 452.93 052610 Y 0515.0 0074 966.92 052710 Y 0516.0 023 0001 1,304.03 E.W. @ F.A.(+) 031810 N 0421.0 0003 5,260.82 032210 N 0423.0 0005 5,642.89 032410 N 0425.0 0006 2,725.10 032510 N 0426.0 0007 21,556.26 032610 N 0427.0 0008 4,493.20 032910 N 0428.0 0009 1,426.74 040210 N 0429.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 07/27/10 EST. NO.07 TIME 02:08 PM R.E. NAME: SHARMA, JYOTSNA 04-163734 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0010 1,597.77 042010 N 0432.0 0016 5,737.30 050410 N 0469.0 024 0001 99,314.00 E.W. @ L.S.(+) 063010 N 0601.0 028 0002 6,509.17 E.W. @ F.A.(+) 021810 N 0380.0 0003 2,590.30 021910 N 0381.0 0004 3,325.75 040810 N 0411.0 034 0001 3,080.00 E.W. @ L.S.(+) 063010 N 0598.0 036 0001 197,538.00 E.W. @ L.S.(+) 063010 N 0599.0 040 0001 59,008.66 E.W. @ L.S.(+) 063010 N 0600.0 767,659.82 TOTAL THIS ESTIMATE 847,018.59 TOTAL PREVIOUS ESTIMATE 1,614,678.41 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 07/27/10 EST. NO.07 TIME 02:08 PM R.E. NAME: SHARMA, JYOTSNA 04-163734 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 138 IN CIDH PILE RS -1,257.00 07 144 IN CIDH PIPE -20,872.00 07 -22,129.00 -22,129.00 TOTAL DEDUCTIONS -22,129.00 -22,129.00 PROGRAM CAS145 PAGE 1 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 LOCATION RERUN PROGRESS ESTIMATE 04-SF-101-9.2/9.8 ----------------------- 04-SF-1-6.8/7.1 CC MYERS, INC IN CITY AND COUNTY OF SAN FRANCISCO AT THE ROUTE 101/1 SEPARATION TO GOLDEN GATE TOLL PLAZA FED. AID NO. ACBR-X075(27)N ,NH-X075(27)N RECONSTRUCT IC, CONSTRUCT VIADUCT ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.500 1,250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,500.00 2.000 500.00 03 TIME-RELATED OVERHEAD WDAY 9,260.0000 5,000,400.00 30.000 277,800.00 190.000 1,759,400.00 04 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 13.0000 169,000.00 7,725.000 100,425.00 05 TEMPORARY REINFORCED SILT FENCE LF 3.0000 750.00 0.000 0.00 06 TEMPORARY FENCE (TYPE ESA) LF 4.0000 4,400.00 0.000 0.00 07 TEMPORARY SUPPORT LS 10,000.0000 10,000.00 0.000 0.00 08 TEMPORARY DECK BRIDGING LS 40,000.0000 40,000.00 0.000 0.00 09 18" TEMPORARY CULVERT LF 25.0000 8,750.00 0.000 0.00 10 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.060 1,500.00 0.420 10,500.00 11 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 12 DEWATERING AND NON-STORM WATER DISCHARGE LS 50,000.0000 50,000.00 0.060 3,000.00 0.420 21,000.00 CONTROL 13 TEMPORARY EROSION CONTROL BLANKET SQYD 3.0000 31,800.00 11,520.000 34,560.00 14 TEMPORARY FIBER ROLL LF 3.0000 7,200.00 2,050.000 6,150.00 15 TEMPORARY SILT FENCE LF 2.0000 8,980.00 2,740.000 5,480.00 16 TEMPORARY GRAVEL BAG BERM LF 10.0000 31,500.00 2,006.000 20,060.00 17 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 37,500.00 2.000 15,000.00 11.000 82,500.00 18 TEMPORARY COVER SQYD 8.0000 7,760.00 20,334.580 162,676.64 19 TEMPORARY CHECK DAM LF 10.0000 4,100.00 24.000 240.00 20 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 21 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 13,500.00 1.000 300.00 22 TEMPORARY HYDRAULIC MULCH SQYD 1.6100 8,050.00 0.000 0.00 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STREET SWEEPING LS 50,000.0000 50,000.00 0.060 3,000.00 0.420 21,000.00 24 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.360 9,000.00 25 SURVEY OF EXISTING NON-HIGHWAY LS 100,000.0000 100,000.00 0.850 85,000.00 FACILITIES 26 VIBRATION MONITORING LS 100,000.0000 100,000.00 0.010 1,000.00 0.910 91,000.00 27 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 28 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.700 10,500.00 29 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.060 6,000.00 0.420 42,000.00 30 TRAFFIC MANAGEMENT PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 31 TEMPORARY ACCESS PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 32 TYPE III BARRICADE EA 100.0000 5,400.00 9.000 900.00 33 TEMPORARY CHAIN LINK GATE EA 2,500.0000 10,000.00 1.000 2,500.00 34 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.060 1,200.00 0.420 8,400.00 35 TEMPORARY RAILING (TYPE K) LF 13.0000 205,400.00 1,160.000 15,080.00 9,426.000 122,538.00 36 TEMPORARY CRASH CUSHION MODULE EA 350.0000 11,550.00 0.000 0.00 37 TEMPORARY TRAFFIC SCREEN LF 2.0000 26,800.00 660.000 1,320.00 1,110.000 2,220.00 38 SOUND CONTROL AND MONITORING LS 200,000.0000 200,000.00 0.030 6,000.00 0.850 170,000.00 39 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.0000 5,700.00 0.000 0.00 (HAZARDOUS WASTE) 40 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 7,050.00 0.000 0.00 STRIPE (HAZARDOUS WASTE) 41 ABANDON CULVERT LF 15.0000 40,500.00 541.000 8,115.00 1,355.000 20,325.00 42 REMOVE METAL BEAM GUARD RAILING LF 25.0000 12,250.00 0.000 0.00 43 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 11,000.00 0.000 0.00 44 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 520.00 0.000 0.00 45 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 13,000.00 1,565.000 1,565.00 46 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,200.00 150.000 600.00 47 REMOVE PAVEMENT MARKER EA 1.0000 1,600.00 76.000 76.00 48 REMOVE ROADSIDE SIGN EA 50.0000 2,150.00 3.000 150.00 49 REMOVE SIGN STRUCTURE EA 4,500.0000 9,000.00 1.000 4,500.00 PROGRAM CAS145 PAGE 3 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CULVERT LF 20.0000 8,200.00 0.000 0.00 51 REMOVE INLET EA 650.0000 16,900.00 14.000 9,100.00 21.000 13,650.00 52 REMOVE BASE AND SURFACING CY 20.0000 26,000.00 1,526.000 30,520.00 53 ADJUST INLET TO GRADE LF 1,200.0000 2,400.00 0.000 0.00 54 ADJUST MANHOLE TO GRADE EA 1,000.0000 2,000.00 0.000 0.00 55 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.3000 20,790.00 0.000 0.00 56 REMOVE CONCRETE CY 105.0000 5,145.00 10.000 1,050.00 57 REMOVE CONCRETE BARRIER LF 15.0000 33,000.00 500.000 7,500.00 58 REMOVE METAL RAILING LF 45.0000 26,100.00 450.000 20,250.00 450.000 20,250.00 59 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 60 BRIDGE REMOVAL, LOCATION B LS 310,000.0000 310,000.00 0.000 0.00 61 BRIDGE REMOVAL, LOCATION C LS 225,000.0000 225,000.00 0.450 101,250.00 0.500 112,500.00 62 BRIDGE REMOVAL, LOCATION D LS 40,000.0000 40,000.00 0.000 0.00 63 BRIDGE REMOVAL, LOCATION E LS 100,000.0000 100,000.00 0.000 0.00 64 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.060 300.00 0.420 2,100.00 65 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 66 ROADWAY EXCAVATION (TYPE Z-2) CY 135.0000 1,242,000.00 52.000 7,020.00 4,576.000 617,760.00 (AERIALLY DEPOSITED LEAD) 67 ROADWAY EXCAVATION CY 60.0000 528,000.00 8,083.000 484,980.00 (NATURALLY OCCURRING ASBESTOS) 68 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 69 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 (NATURALLY OCCURING ASBESTOS) 70 DUST CONTROL PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 (NATURALLY OCCURRING ASBESTOS) 71 STRUCTURE EXCAVATION (BRIDGE) (NATURALLY CY 100.0000 453,500.00 204.000 20,400.00 1,023.000 102,300.00 F) OCCURING ASBESTOS) 72 STRUCTURE EXCAVATION (BRIDGE) (TEMPORARY CY 135.0000 18,225.00 0.000 0.00 F) WIDENING) (NATURALLY OCCURING ASBESTOS) 73 STRUCTURE EXCAVATION (BRIDGE)(TEMPORARY CY 90.0000 45,000.00 500.000 45,000.00 F) BRIDGE)(NATURALLY OCCURING ASBESTOS) 74 STRUCTURE EXCAVATION (BRIDGE) CY 105.0000 176,400.00 80.000 8,400.00 F) (SERPENTINE) 75 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 349,000.00 1,303.000 130,300.00 F) (NATURALLY OCCURING ASBESTOS) 76 STRUCTURE EXCAVATION (RETAINING WALL) CY 55.0000 11,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 140,000.00 0.000 0.00 F) (SERPENTINE) 78 STRUCTURE EXCAVATION (TYPE Z-2) CY 120.0000 317,400.00 200.000 24,000.00 1,061.000 127,320.00 F) (AERIALLY DEPOSITED LEAD) 79 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 275,400.00 42.000 3,570.00 F) 80 STRUCTURE BACKFILL (BRIDGE)(TEMPORARY CY 75.0000 13,500.00 0.000 0.00 F) WIDENING) 81 STRUCTURE BACKFILL (BRIDGE)(TEMPORARY CY 55.0000 26,400.00 480.000 26,400.00 F) BRIDGE) 82 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 316,800.00 860.000 51,600.00 F) 83 SAND BACKFILL CY 95.0000 31,350.00 230.000 21,850.00 84 DITCH EXCAVATION CY 15.0000 600.00 0.000 0.00 85 TEMPORARY EARTH RETAINING STRUCTURE SQFT 8.0000 97,600.00 0.000 0.00 86 IMPORTED BORROW CY 18.0000 509,400.00 9,450.000 170,100.00 87 IMPORTED TOPSOIL CY 50.0000 125,000.00 0.000 0.00 88 EROSION CONTROL (COMPOST BLANKET) CY 40.0000 15,600.00 0.000 0.00 89 EROSION CONTROL (TYPE D) ACRE 10,000.0000 60,000.00 0.000 0.00 90 EROSION CONTROL (NETTING) SQYD 5.0000 69,000.00 0.000 0.00 91 FIBER ROLLS LF 4.0000 52,000.00 0.000 0.00 92 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,000.0000 4,000.00 0.000 0.00 93 2" WATER METER EA 5,000.0000 15,000.00 0.000 0.00 94 8" CORRUGATED HIGH DENSITY LF 35.0000 10,605.00 0.000 0.00 F) POLYETHYLENE PIPE CONDUIT 95 CLASS 4 AGGREGATE SUBBASE CY 27.0000 170,100.00 689.000 18,603.00 96 CLASS 3 AGGREGATE BASE CY 40.0000 132,000.00 1,573.700 62,948.00 1,573.700 62,948.00 97 LEAN CONCRETE BASE CY 125.0000 262,500.00 0.000 0.00 98 HOT MIX ASPHALT TON 85.0000 1,139,000.00 1,198.450 101,868.25 3,763.450 319,893.25 99 DATA CORE LS 7,500.0000 7,500.00 0.000 0.00 00 TACK COAT TON 1,113.0000 30,051.00 0.000 0.00 01 CONTINUOUSLY REINFORCED CONCRETE CY 275.0000 137,500.00 0.000 0.00 PAVEMENT 02 CONTINUOUSLY REINFORCED CONCRETE LF 40.0000 4,800.00 0.000 0.00 PAVEMENT (TERMINAL JOINT, TYPE E) 03 108" PERMANENT STEEL CASING LF 1,250.0000 53,750.00 43.000 53,750.00 PROGRAM CAS145 PAGE 5 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 05 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 90.0000 35,100.00 390.000 35,100.00 06 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 125.0000 625,000.00 5,000.000 625,000.00 07 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,200.0000 51,600.00 43.000 51,600.00 PILING 08 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 09 24" CAST-IN-DRILLED-HOLE CONCRETE LF 110.0000 43,890.00 399.000 43,890.00 PILING (ROCK SOCKET) 10 102" CAST-IN-DRILLED-HOLE CONCRETE LF 1,600.0000 256,000.00 160.000 256,000.00 PILING(ROCK SOCKET) 11 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 12 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 13 PRESTRESSING CAST-IN-PLACE CONCRETE LS 45,000.0000 45,000.00 0.000 0.00 (TRANSVERSE) 14 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 15 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 288,600.00 193.000 57,900.00 F) 16 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 22,000.00 0.000 0.00 F) (TEMPORARY WIDENING) 17 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 3,350,000.00 89.000 44,500.00 263.000 131,500.00 F) 18 STRUCTURAL CONCRETE, BRIDGE (TEMPORARY CY 825.0000 181,500.00 0.000 0.00 F) WIDENING) 19 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 58,500.00 195.000 58,500.00 F) (TEMPORARY BRIDGE) 20 STRUCTURAL CONCRETE, BRIDGE (TEMPORARY CY 500.0000 440,000.00 880.000 440,000.00 F) BRIDGE) 21 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 866,600.00 140.000 49,000.00 918.000 321,300.00 F) 22 STRUCTURAL CONCRETE, BRIDGE (SLAB) CY 300.0000 141,000.00 0.000 0.00 F) 23 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 24,000.00 0.000 0.00 F) (TYPE N) 24 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 423,000.00 0.000 0.00 F) (TYPE N MODIFIED) 25 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 204,000.00 31.900 31,900.00 86.700 86,700.00 F) 26 MINOR CONCRETE (BACKFILL) CY 150.0000 1,500.00 0.000 0.00 27 ANTI-GRAFFITI COATING SQFT 1.0000 66,000.00 0.000 0.00 28 ARCHITECTURAL TEXTURE (FLUTED FIN) SQFT 7.0000 126,980.00 0.000 0.00 F) 29 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 30 DRILL AND BOND DOWEL LF 25.0000 4,500.00 87.000 2,175.00 PROGRAM CAS145 PAGE 6 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 32 JOINT SEAL (MR 1") LF 50.0000 2,500.00 0.000 0.00 33 JOINT SEAL (MR 1 1/2") LF 50.0000 3,000.00 0.000 0.00 34 JOINT SEAL (MR 2") LF 65.0000 11,830.00 0.000 0.00 35 JOINT SEAL (TYPE AL) LF 35.0000 17,920.00 0.000 0.00 36 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 37 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 38 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 39 BAR REINFORCING STEEL (BRIDGE) LB 0.6100 1,920,890.00 10,246.000 6,250.06 359,696.000 219,414.56 F) 40 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7500 372,375.00 346,490.000 259,867.50 F) 41 BAR REINFORCING STEEL (BRIDGE)(TEMPORARY LB 0.6000 38,100.00 0.000 0.00 F) WIDENING) 42 BAR REINFORCING STEEL (BRIDGE)(TEMPORARY LB 0.6000 154,800.00 258,000.000 154,800.00 F) BRIDGE) 43 HEADED BAR REINFORCEMENT EA 6.0000 1,320.00 0.000 0.00 F) 44 STRUCTURAL STEEL (BRIDGE) LB 2.5000 177,500.00 0.000 0.00 F) 45 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 197,550.00 0.000 0.00 F) 46 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 10,975.00 0.000 0.00 F) 47 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.0000 6,000.00 0.000 0.00 48 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,100.00 0.000 0.00 (0.063"-UNFRAMED) 49 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,200.00 0.000 0.00 (0.080"-UNFRAMED) 50 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,000.00 0.000 0.00 (0.080"-FRAMED) 51 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 4,000.0000 440,000.00 0.000 0.00 (SIGN FOUNDATION) 52 METAL (RAIL MOUNTED SIGN) LB 15.0000 15,450.00 0.000 0.00 53 ROADSIDE SIGN - ONE POST EA 185.0000 4,625.00 0.000 0.00 54 ROADSIDE SIGN - TWO POST EA 340.0000 1,360.00 0.000 0.00 55 CLEAN AND PAINT STRUCTURAL STEEL LS 50,000.0000 50,000.00 0.000 0.00 56 12" ALTERNATIVE PIPE CULVERT LF 80.0000 11,200.00 0.000 0.00 57 15" ALTERNATIVE PIPE CULVERT LF 100.0000 6,200.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 18" ALTERNATIVE PIPE CULVERT LF 67.0000 221,100.00 282.000 18,894.00 1,195.000 80,065.00 59 30" ALTERNATIVE PIPE CULVERT LF 125.0000 61,250.00 0.000 0.00 60 54" ALTERNATIVE PIPE CULVERT LF 180.0000 73,800.00 440.000 79,200.00 61 12" CORRUGATED STEEL PIPE (.079" THICK) LF 80.0000 12,800.00 0.000 0.00 62 18" CORRUGATED STEEL PIPE (.079" THICK) LF 90.0000 41,400.00 38.000 3,420.00 149.000 13,410.00 63 30" CORRUGATED STEEL PIPE (.079" THICK) LF 140.0000 26,600.00 0.000 0.00 64 8" WELDED STEEL PIPE LF 85.0000 3,825.00 0.000 0.00 65 ROCK SLOPE PROTECTION CY 100.0000 1,400.00 0.000 0.00 (1/4 TON, METHOD B) 66 MINOR CONCRETE (DITCH LINING) CY 400.0000 16,000.00 0.000 0.00 67 ROCK SLOPE PROTECTION FABRIC (TYPE B) SQFT 2.0000 560.00 0.000 0.00 68 MINOR CONCRETE (CURB) CY 500.0000 55,000.00 0.000 0.00 69 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 85,000.00 2.400 1,200.00 CONSTRUCTION) 70 MINOR CONCRETE (GUTTER) LF 35.0000 23,205.00 0.000 0.00 F) 71 MINOR CONCRETE (SIDEWALK) CY 500.0000 31,500.00 0.000 0.00 72 MINOR CONCRETE (CURB RAMP) CY 750.0000 9,000.00 0.000 0.00 73 REMOVABLE BOLLARD (WOOD) EA 1,000.0000 4,000.00 0.000 0.00 74 MISCELLANEOUS IRON AND STEEL LB 2.0000 52,482.00 761.000 1,522.00 1,239.000 2,478.00 F) 75 ISOLATION CASING LB 10.0000 116,000.00 3,809.000 38,090.00 F) 76 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 66,000.00 10,500.000 52,500.00 F) 77 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 27,500.00 0.000 0.00 F) 78 BRIDGE DECK DRAINAGE SYSTEM (TEMPORARY) LB 3.0000 4,500.00 0.000 0.00 F) 79 METAL BEAM GUARD RAILING LF 40.0000 11,600.00 0.000 0.00 80 CHAIN LINK RAILING LF 50.0000 25,100.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 50) LF 55.0000 25,960.00 0.000 0.00 F) 82 TRANSITION RAILING (TYPE WB) EA 1,500.0000 6,000.00 0.000 0.00 83 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 12,000.00 0.000 0.00 84 CRASH CUSHION (SCI-100GM) EA 100,000.0000 200,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CRASH CUSHION MODULE, SAND FILLED EA 425.0000 11,900.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 250.0000 10,000.00 0.000 0.00 F) 87 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 100.0000 98,800.00 0.000 0.00 F) 88 CONCRETE BARRIER (TYPE 60) LF 95.0000 24,700.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 60C) LF 170.0000 20,400.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 60D) LF 50.0000 68,250.00 0.000 0.00 F) 91 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 155.0000 1,100,035.00 0.000 0.00 F) 92 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 5,885.00 0.000 0.00 93 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,600.00 0.000 0.00 94 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 500.00 0.000 0.00 95 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,650.00 0.000 0.00 96 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 13,000.00 2,237.000 559.25 97 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.0000 520.00 88.000 352.00 98 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 16.00 70.000 140.00 99 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 5,145.00 80.000 280.00 00 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 1.000 7,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 01 LIGHTING AND SIGN ILLUMINATION (STAGE LS 200,000.0000 200,000.00 0.000 0.00 CONSTRUCTION) 02 LIGHTING AND SIGN ILLUMINATION LS 175,000.0000 175,000.00 0.000 0.00 03 LIGHTING AND SIGN ILLUMINATION (GOLDEN LS 7,500.0000 7,500.00 0.000 0.00 GATE BRIDGE) 04 COMMUNICATION CONDUIT LS 30,000.0000 30,000.00 0.000 0.00 05 HIGH VOLTAGE CONDUIT LS 145,000.0000 145,000.00 0.000 0.00 06 ELECTRIC SERVICE (IRRIGATION) LS 15,000.0000 15,000.00 0.000 0.00 07 BASE CAMERA SYSTEM LS 17,500.0000 17,500.00 0.000 0.00 08 TUNNEL TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 0.000 0.00 09 TRAFFIC OPERATION SYSTEM LS 215,000.0000 215,000.00 0.000 0.00 10 INTEGRATED CAMERA UNIT EA 5,000.0000 10,000.00 0.000 0.00 11 CAMERA CONTROL UNIT EA 5,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 VIDEO ENCODER UNIT EA 6,000.0000 12,000.00 0.000 0.00 13 POWER STRIP EA 150.0000 450.00 0.000 0.00 14 EQUIPMENT SHELF EA 150.0000 450.00 0.000 0.00 15 HIGHWAY ADVISORY RADIO SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 16 GENERAL PACKET RADIO SYSTEM (GPRS) EA 4,000.0000 8,000.00 0.000 0.00 WIRELESS MODEM 17 FIBER OPTIC DATA MODEM EA 1,500.0000 6,000.00 0.000 0.00 18 FIBER OPTIC TRANSMITTER EA 1,500.0000 6,000.00 0.000 0.00 19 FIBER OPTIC DISTRIBUTION UNIT EA 1,500.0000 6,000.00 0.000 0.00 20 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 21 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.5000 172,665.00 0.000 0.00 F) 22 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5000 19,185.00 0.000 0.00 F) 23 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 24 ARCHITECTURAL TEXTURE (LIGHT BOARD SQFT 8.0000 42,160.00 0.000 0.00 FINISH) 25 12" WELDED STEEL PIPE (.250" THICK) LF 85.0000 33,150.00 0.000 0.00 26 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 27 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 28 BRIDGE REMOVAL, LOCATION A LS 160,000.0000 160,000.00 0.500 80,000.00 0.500 80,000.00 29 STRUCTURE EXCAVATION (BRIDGE) (NATURALLY CY 90.0000 54,000.00 600.000 54,000.00 F) OCCURING ASBESTOS) 30 STRUCTURE EXCAVATION (BRIDGE) CY 150.0000 18,750.00 125.000 18,750.00 F) (SERPENTINE) 31 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 26,000.00 0.000 0.00 F) (NATURALLY OCCURING ASBESTOS) 32 STRUCTURE EXCAVATION (TYPE Z-2) CY 130.0000 44,200.00 340.000 44,200.00 F) (AERIALLY DEPOSITED LEAD) 33 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 25,800.00 30.000 1,800.00 30.000 1,800.00 F) 34 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 21,000.00 0.000 0.00 F) 35 144" PERMANENT STEEL CASING LF 3,000.0000 1,455,000.00 485.200 1,455,600.00 36 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 80.0000 73,440.00 918.000 73,440.00 37 144" CAST-IN-DRILLED-HOLE CONCRETE LF 2,700.0000 1,309,500.00 126.400 341,280.00 435.200 1,175,040.00 PILING 38 24" CAST-IN-DRILLED-HOLE CONCRETE LF 90.0000 71,100.00 790.000 71,100.00 PILING (ROCK SOCKET) PROGRAM CAS145 PAGE 10 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 102" CAST-IN-DRILLED-HOLE CONCRETE LF 1,600.0000 72,000.00 45.000 72,000.00 PILING(ROCK SOCKET) 40 138" CAST-IN-DRILLED-HOLE CONCRETE LF 3,500.0000 917,000.00 39.000 136,500.00 262.000 917,000.00 PILING(ROCK SOCKET) 41 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 0.000 0.00 42 PRESTRESSING CAST-IN-PLACE CONCRETE LS 225,000.0000 225,000.00 0.000 0.00 (TRANSVERSE) 43 PRESTRESSING CAST-IN-PLACE CONCRETE (HS LS 60,000.0000 60,000.00 0.000 0.00 BARS) 44 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 60,000.00 160.000 60,000.00 F) 45 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 4,950,000.00 144.000 72,000.00 606.070 303,035.00 F) 46 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 51,000.00 0.000 0.00 F) 47 STRUCTURAL CONCRETE, APPROACH SLAB CY 575.0000 34,500.00 0.000 0.00 F) (TYPE N) 48 PTFE SPHERICAL BEARING EA 10,000.0000 120,000.00 0.000 0.00 49 SEISMIC JOINT (ABUTMENT 1) LS 150,000.0000 150,000.00 0.000 0.00 50 SEISMIC JOINT (ABUTMENT 7) LS 160,000.0000 160,000.00 0.000 0.00 51 SEISMIC JOINT (HINGE 1) LS 300,000.0000 300,000.00 0.000 0.00 52 BAR REINFORCING STEEL (BRIDGE) LB 0.6700 2,942,640.00 194,025.000 129,996.75 2,056,623.000 1,377,937.41 F) 53 BAR REINFORCING STEEL (RETAINING WALL) LB 1.9000 24,700.00 0.000 0.00 F) 54 HEADED BAR REINFORCEMENT EA 13.0000 182,000.00 0.000 0.00 F) 55 STRUCTURAL STEEL (BRIDGE) LB 2.5000 1,175,000.00 0.000 0.00 F) 56 CLEAN AND PAINT STRUCTURAL STEEL LS 150,000.0000 150,000.00 0.000 0.00 57 ISOLATION CASING LB 10.0000 187,000.00 5,000.000 50,000.00 12,595.000 125,950.00 F) 58 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 60,000.00 0.000 0.00 F) 59 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 97,000.00 0.000 0.00 F) 60 BRIDGE DECK DRAINAGE SYSTEM (TEMPORARY) LB 3.0000 75,000.00 0.000 0.00 F) 61 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 155.0000 311,240.00 0.000 0.00 F) 62 ARCHITECTURAL TEXTURE (LIGHT BOARD SQFT 8.0000 7,840.00 0.000 0.00 FINISH) 63 BRIDGE REMOVAL, LOCATION A LS 0.0000 0.00 0.000 0.00 64 STRUCTURE EXCAVATION (BRIDGE) (NATURALLY CY 0.0000 0.00 0.000 0.00 F) OCCURING ASBESTOS) 65 STRUCTURE EXCAVATION (BRIDGE) CY 0.0000 0.00 0.000 0.00 F) (SERPENTINE) PROGRAM CAS145 PAGE 11 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 STRUCTURE EXCAVATION (RETAINING WALL) CY 0.0000 0.00 0.000 0.00 F) (NATURALLY OCCURING ASBESTOS) 67 STRUCTURE EXCAVATION (TYPE Z-2) CY 0.0000 0.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 68 STRUCTURE BACKFILL (BRIDGE) CY 0.0000 0.00 0.000 0.00 F) 69 STRUCTURE BACKFILL (RETAINING WALL) CY 0.0000 0.00 0.000 0.00 F) 70 123" PERMANENT STEEL CASING LF 0.0000 0.00 0.000 0.00 71 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 0.0000 0.00 0.000 0.00 72 123" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0.00 PILING 73 24" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0.00 PILING (ROCK SOCKET) 74 102" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0.00 PILING(ROCK SOCKET) 75 114" CAST-IN-DRILLED HOLE CONCRETE LF 0.0000 0.00 0.000 0.00 PILING (ROCK SOCKET) 76 138" CAST-IN-DRILLED-HOLE CONCRETE LF 0.0000 0.00 0.000 0.00 PILING(ROCK SOCKET) 77 PRESTRESSING CAST-IN-PLACE CONCRETE LS 0.0000 0.00 0.000 0.00 78 PRESTRESSING CAST-IN-PLACE CONCRETE LS 0.0000 0.00 0.000 0.00 (TRANSVERSE) 79 PRESTRESSING CAST-IN-PLACE CONCRETE (HS LS 0.0000 0.00 0.000 0.00 BARS) 80 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 0.0000 0.00 0.000 0.00 F) 81 STRUCTURAL CONCRETE, BRIDGE CY 0.0000 0.00 0.000 0.00 F) 82 STRUCTURAL CONCRETE, RETAINING WALL CY 0.0000 0.00 0.000 0.00 F) 83 STRUCTURAL CONCRETE, APPROACH SLAB CY 0.0000 0.00 0.000 0.00 F) (TYPE N) 84 PTFE SPHERICAL BEARING EA 0.0000 0.00 0.000 0.00 85 SEISMIC JOINT (ABUTMENT 1) LS 0.0000 0.00 0.000 0.00 86 SEISMIC JOINT (ABUTMENT 7) LS 0.0000 0.00 0.000 0.00 87 SEISMIC JOINT (HINGE 1) LS 0.0000 0.00 0.000 0.00 88 BAR REINFORCING STEEL (BRIDGE) LB 0.0000 0.00 0.000 0.00 F) 89 BAR REINFORCING STEEL (RETAINING WALL) LB 0.0000 0.00 0.000 0.00 F) 90 HEADED BAR REINFORCEMENT EA 0.0000 0.00 0.000 0.00 F) 91 STRUCTURAL STEEL (BRIDGE) LB 0.0000 0.00 0.000 0.00 F) 92 CLEAN AND PAINT STRUCTURAL STEEL LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 ISOLATION CASING LB 0.0000 0.00 0.000 0.00 F) 94 MISCELLANEOUS METAL (BRIDGE) LB 0.0000 0.00 0.000 0.00 F) 95 BRIDGE DECK DRAINAGE SYSTEM LB 0.0000 0.00 0.000 0.00 F) 96 BRIDGE DECK DRAINAGE SYSTEM (TEMPORARY) LB 0.0000 0.00 0.000 0.00 F) 97 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 0.0000 0.00 0.000 0.00 F) 98 ARCHITECTURAL TEXTURE (LIGHT BOARD SQFT 0.0000 0.00 0.000 0.00 FINISH) PROGRAM CAS145 PAGE 13 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163734 TIME 02:08 PM ESTIMATE NO. 07 BID OPENING 10/07/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SHARMA, JYOTSNA DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,653,214.06 14,110,533.61 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 767,659.82 1,614,678.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,420,873.88 15,725,212.02 99 MOBILIZATION LS 3521,256.0000 3,521,256.00 0.950 3,345,193.20 ORIGINAL CONTRACT AMOUNT 48,400,000.00 TOTAL WORK COMPLETED 2,420,873.88 19,070,405.22 MATERIALS ON HAND ON SITE 981,532.81 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -22,129.00 -22,129.00 TOTAL 2,398,744.88 20,029,809.03 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 11/24/09 540 12/10/09 12/10/09 12/15/11 190 0 0 39 37% 28% PROGRESS IS SATISFACTORY SHARMA, JYOTSNA RESIDENT ENGINEER PROGRAM CAS145 DATE 07/27/10