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 06/20/11 EST. NO.44 TIME 06:50 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- 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 0743 224.93 E.W. @ F.A.(+) 020111 Y 2206.0 0755 1,107.01 011011 N 501381 0778 516.12 031111 N FWS600 0786 4,701.87 022311 N 501411 0798 439.58 052710 N 501423 0799 1,623.74 020711 N 501424 0805 719.55 030411 N 501430 0816 880.14 040111 Y 2316.0 0831 909.79 073010 N 501446 0839 734.84 041211 N ED1250 0842 395.36 020410 N 501454 0861 2,140.39 042211 N 501463 0862 5,430.57 032810 N 501464 0863 364.36 032411 N 531-09 0865 182.18 051311 Y 2398.0 0866 1,311.02 050211 N ED1310 0870 262.03 051011 N ED1340 0871 1,766.08 032311 N 501425 0872 263.82 051011 N 501468 0873 291.08 051911 Y 2407.0 0874 144.36 032111 N 501469 0875 883.03 032011 N 501470 0876 283.93 052411 N 501300 0877 283.93 052311 N 501397 0878 243.93 052611 N 501398 0880 791.56 020511 N SSS-46 0882 364.67 031111 N SSS-47 0883 1,185.22 022611 N SSS-48 0884 2,811.52 050211 N SSS-49 0885 1,277.39 042211 N SSS-50 0887 1,469.00 052711 N FWS640 0888 1,049.54 032111 N 531-11 0889 245.23 051911 N 501426 0890 323.92 052611 N 501471 0891 735.69 051811 N 501472 0892 490.46 051711 N 501473 0893 490.46 051611 N 501474 0896 323.87 052611 N 501477 0897 243.81 052711 N 501478 0898 223.02 052511 N 501480 0899 3,186.18 071610 N 501481 0900 283.82 060211 N 501482 0901 121.91 060311 N 501483 0903 245.23 060711 N 501484 0904 243.81 060811 N 501485 0905 910.36 052111 N SSS-51 0908 182.86 053111 N 501487 003 0082 347.50 E.W. @ F.A.(+) 051811 N 2404.0 011 0001 595.13 E.W. @ F.A.(+) 011408 Y 0421.0 0002 5,173.32 010308 N 0422.0 016 0047 340.34 E.W. @ F.A.(+) 030410 Y 1824.0 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 06/20/11 EST. NO.44 TIME 06:50 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 017 0089 6,074.19 E.W. @ F.A.(+) 071610 Y 2410.0 0090 5,556.35 071910 Y 2411.0 0091 1,495.15 072010 Y 2412.0 020 0075 3,569.50 E.W. @ F.A.(+) 051410 Y 1889 0 0076 693.00 060310 Y 1878.1 027 0011 4,341.96 E.W. @ F.A.(+) 081610 N 520-10 030 0011 171.42 E.W. @ F.A.(+) 061110 N 567-70 034 0015 3,550.47 E.W. @ F.A.(+) 051811 Y 2448.0 062 0005 1,538.63 E.W. @ F.A.(+) 051509 Y 1541 0 074 0067 889.27 E.W. @ F.A.(+) 121508 Y 0955.0 0068 372.71 020409 Y 1070.0 0069 1,582.54 010611 N 572-11 0071 320.43 020911 N 574-22 0072 488.69 060711 N 574-23 087 0017 1,368.85 E.W. @ F.A.(+) 082508 N 836.00 0018 2,362.49 072108 N 835.00 089 0008 813.75 E.W. @ F.A.(+) 102309 N 1535 0 093 0011 1,357.62 E.W. @ F.A.(+) 021809 N 587-10 094 0028 1,719.54 E.W. @ F.A.(+) 111510 N WB90 0 0029 617.54 011310 N WB51 0 096 0018 199.77 E.W. @ F.A.(+) 040109 N 596-07 097 0003 911.23 E.W. @ F.A.(+) 050611 N ED1320 098 0012 9,222.70 E.W. @ F.A.(+) 041509 N 598-12 108 0042 6,003.84 E.W. @ F.A.(+) 102209 N 510803 110 0017 199.21 E.W. @ F.A.(+) 081709 Y 1614.0 116 0010 683.18 E.W. @ F.A.(+) 101609 N 539-10 0012 1,056.45 081409 N 539-12 118 0046 17,920.46 E.W. @ F.A.(+) 081309 N 510121 0047 1,269.39 012910 N 510122 0051 6,360.43 081209 N 510126 0053 3,156.08 110609 N 510128 0066 3,493.20 082310 N 510141 0067 1,650.95 081910 N 510142 0068 1,360.38 051211 N 5101-1 0069 1,898.93 042111 N 510143 0070 1,053.72 091109 N 510144 0072 3,937.53 091409 N 510146 0073 2,752.53 092209 N 510147 0074 11,088.68 102309 N 510148 136 0004 285.71 E.W. @ F.A.(+) 012610 N 513605 138 0006 22,037.34 E.W. @ F.A.(+) 022611 N 5138-5 146 0003 3,182.79 E.W. @ F.A.(+) 041910 N 514603 0005 1,073.49 041610 N 514605 0006 3,746.55 040110 N 514606 0007 1,859.21 020810 N 514607 150 0009 1,606.90 E.W. @ F.A.(+) 042111 N ED1300 0010 3,008.72 042511 N ED1330 160 0008 2,502.88 E.W. @ F.A.(+) 122010 N 516004 0009 1,039.39 122310 N 516005 0010 5,737.62 122210 N 516006 161 0003 1,469.59 E.W. @ F.A.(+) 042911 N 2386.0 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 06/20/11 EST. NO.44 TIME 06:50 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 162 0007 4,745.78 A.C. @ F.A.(+) 101310 N 2388.0 0008 3,176.16 101410 N 2389.0 0009 2,584.45 101510 N 2390.0 169 0108 2,438.28 E.W. @ F.A.(+) 032211 N 516998 0109 1,117.67 051311 N 516977 0113 858.55 052511 N 516990 0114 2,945.98 042011 N 517000 0115 673.20 051611 N 517001 0116 10,096.34 031711 N 517002 0120 1,575.00 051611 N 516941 172 0001 11,953.28 E.W. @ F.A.(+) 062410 N 517201 0002 18,695.55 062210 N 517202 0003 25,715.60 062110 N 517203 175 0002 433.06 E.W. @ F.A.(+) 020311 N 517502 0005 288.69 010311 N 517505 0009 5,841.96 120110 N 517509 177 0003 609.25 E.W. @ F.A.(+) 041811 Y 2368.0 0008 3,557.33 091610 N 510905 0017 792.17 010611 N 510914 0018 790.28 011311 N 510915 0019 451.61 011111 N 510916 0020 1,863.92 062310 N 510917 0021 1,371.42 072710 N 510918 0023 2,802.37 072610 N 510920 0025 792.54 081309 N 510922 0026 3,061.42 050311 N 510923 0027 1,497.86 121510 N ED1160 0028 2,481.21 051911 Y 2408.0 0029 6,627.39 091510 N 510924 0036 6,413.27 092010 N 510931 0037 1,818.51 091710 N 510932 0038 1,403.30 072710 N 510919 0039 5,983.00 050911 N 510933 0040 6,524.12 051211 N 510934 0041 5,028.78 051611 N 501935 0042 8,211.66 091610 N 501936 0043 3,259.99 091510 N 501937 0045 6,199.69 091310 N 501939 0046 2,901.15 091010 N 501940 0047 656.29 090910 N 501941 0052 7,916.60 092410 N 501946 0053 3,992.70 092210 N 501947 0055 2,163.60 090210 N 501949 0059 745.02 081409 N 501953 0066 1,226.55 120910 N 501960 0074 121.91 060111 N 501479 0075 2,802.88 121510 N 501968 0076 7,751.88 121010 N 501969 0077 2,849.52 111810 N 501970 0078 5,746.88 100110 N 501971 0079 4,886.20 121510 N 501972 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 06/20/11 EST. NO.44 TIME 06:50 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 178 0015 318.82 E.W. @ F.A.(+) 012611 Y 2200.0 0016 865.53 042711 N 517805 0019 1,206.21 042811 N 517806 0021 1,830.56 052710 Y 2453.0 0022 186.32 052710 Y 2454.0 179 0001 3,526.94 E.W. @ F.A.(+) 090310 N 517901 181 0001 8,182.09 E.W. @ F.A.(+) 101310 N 518101 0002 705.93 092810 N 518102 0003 680.65 092910 N 518103 0004 1,366.07 120710 N 518104 0008 3,389.71 082310 N 518107 182 0007 3,506.00 E.W. @ F.A.(+) 012011 Y 2176.0 0012 2,451.65 110110 N 518206 0013 2,122.68 110210 N 518207 0014 429.10 091710 N 518208 0015 1,908.92 092810 N 518209 0016 578.10 092010 N 518210 0017 400.59 101310 N 518211 183 0010 1,490.83 E.W. @ F.A.(+) 011911 N 518308 0011 3,068.16 012811 N 518309 186 0008 3,448.22 E.W. @ F.A.(+) 020411 N 2229.0 0009 6,204.36 020911 N 2231.0 0010 1,070.70 021011 N 2232.0 0011 3,123.82 021111 N 2235.0 0012 6,879.89 020811 N 2230.0 0013 1,593.64 040511 N 2393.0 0014 5,268.44 040811 N 2394.0 188 0009 781.41 E.W. @ F.A.(+) 042611 Y 2372.0 193 0008 2,044.83 E.W. @ F.A.(+) 040411 N 2395.0 197 0011 3,308.45 E.W. @ F.A.(+) 033011 N 519709 0015 3,805.54 020611 N 519711 202 0006 2,842.35 E.W. @ F.A.(+) 040111 N ED1230 0007 1,965.30 040511 N ED1240 0017 6,388.78 040111 N FMG010 0018 6,023.13 040511 N FMG020 204 0006 1,258.44 E.W. @ F.A.(+) 033111 N 2325.0 208 0002 2,263.45 E.W. @ F.A.(+) 093010 N 2081.0 0003 4,087.35 100110 N 2082.0 215 0001 525.01 E.W. @ F.A.(+) 050511 Y 2375.0 0002 611.89 050311 Y 2379.0 520,564.09 TOTAL THIS ESTIMATE 12,209,907.85 TOTAL PREVIOUS ESTIMATE 12,730,471.94 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 06/20/11 EST. NO.44 TIME 06:50 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE REOPENING -14,400.00 05 LABOR COMPLIANCE -32,031.95 06 LATE REOPENING 14,400.00 06 ADD FOR PREVIOUS DED 27,803.55 09 LABOR COMPLIANCE -10,000.00 18 LABOR COMPLIANCE 11,928.40 21 LABOR COMPLIANCE 2,300.00 25 LABOR COMPLIANCE -6,000.00 28 LABOR COMPLIANCE 6,000.00 29 LATE REOPENING -28,000.00 31 MISSING PAY ROLLS -6,000.00 37 MISSING PAYROLL 6,000.00 42 0.00 -28,000.00 LABOR COMPLIANCE VIOLATION LABOR COMPLIANCE -5,000.00 40 LABOR COMPLIANCE 5,000.00 41 LABOR COMPLIANCE -2,000.00 42 LABOR COMPLIANCE 2,000.00 43 0.00 0.00 TOTAL DEDUCTIONS 0.00 -28,000.00 PROGRAM CAS145 PAGE 1 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 LOCATION PROGRESS ESTIMATE 04-ALA-92-4.8/6.7 ----------------- 04-ALA-880-15.6/17.6 FCI/GRANITE IN ALAMEDA COUNTY IN HAYWARD AT 25050 SANTA CLARA ST. VARIOUS LOCATIONS HAYWARD CA 94544 FED. AID NO. N O N E RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 8,000.0000 8,000.00 0.250 2,000.00 02 TIME-RELATED OVERHEAD LS 8500,000.0000 18,500,000.00 0.022 407,000.00 0.898 16,613,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 100.0000 50,000.00 723.250 72,325.00 S) 04 TEMPORARY FENCE M 150.0000 153,000.00 1,134.460 170,169.00 S) (TYPE CL-1.8, SLATTED) 05 TEMPORARY FENCE (TYPE ESA) M 35.0000 45,500.00 844.400 29,554.00 06 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.250 1,875.00 1.000 7,500.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 450,000.0000 450,000.00 0.004 1,800.00 1.000 450,000.00 08 DEWATERING AND NON-STORM WATER LS 650,000.0000 650,000.00 0.018 11,700.00 1.000 650,000.00 DISCHARGE CONTROL 09 TEMPORARY SILT FENCE M 18.0000 32,400.00 30.480 548.64 9,277.980 167,003.64 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 30,000.00 27.000 81,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 50,000.00 50.000 250,000.00 12 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 1.000 750.00 14.000 10,500.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 330.0000 16,500.00 250.000 82,500.00 14 TEMPORARY HYDRAULIC MULCH M2 0.6500 27,625.00 2.000 1.30 154,975.200 100,733.88 (BONDED FIBER MATRIX) 15 TEMPORARY SLOPE PAVING M3 1,800.0000 126,000.00 0.000 0.00 16 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.900 90,000.00 S) 17 TRAFFIC CONTROL SYSTEM LS 1900,000.0000 1,900,000.00 0.025 47,500.00 0.901 1,711,900.00 S) 18 TYPE III BARRICADE EA 150.0000 1,050.00 44.000 6,600.00 S) 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 65.0000 18,850.00 485.624 31,565.56 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 397,200.00 4,662.270 18,649.08 123,583.896 494,335.58 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 21.0000 10,710.00 963.000 20,223.00 S) 22 TEMPORARY PAVEMENT MARKER EA 6.0000 154,800.00 1,051.000 6,306.00 28,829.000 172,974.00 S) PROGRAM CAS145 PAGE 2 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,200.0000 12,000.00 16.000 19,200.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 18,000.0000 72,000.00 0.100 1,800.00 4.000 72,000.00 25 TEMPORARY RAILING (TYPE K) M 25.0000 1,130,000.00 1,530.080 38,252.00 45,553.790 1,138,844.75 S) 26 TEMPORARY CRASH CUSHION MODULE EA 450.0000 522,000.00 31.000 13,950.00 2,081.000 936,450.00 S) 27 TEMPORARY TRAFFIC SCREEN M 13.0000 587,600.00 914.400 11,887.20 34,314.510 446,088.63 S) 28 ABANDON CULVERT M 25.0000 66,500.00 1,407.140 35,178.50 29 ABANDON INLET EA 850.0000 52,700.00 31.000 26,350.00 30 ABANDON MANHOLE EA 1,630.0000 1,630.00 1.000 1,630.00 31 ABANDON SEWER M 70.0000 19,600.00 280.000 19,600.00 32 ABANDON WATER M 42.0000 23,520.00 335.000 14,070.00 33 REMOVE FENCE M 15.0000 2,250.00 522.540 7,838.10 34 REMOVE CHAIN LINK FENCE M 15.0000 12,000.00 1,257.800 18,867.00 35 REMOVE METAL BEAM GUARD RAILING M 35.0000 60,550.00 1,696.500 59,377.50 S) 36 REMOVE THRIE BEAM BARRIER M 42.0000 15,120.00 321.860 13,518.12 S) 37 REMOVE FLARED END SECTION EA 500.0000 500.00 0.000 0.00 38 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 12.0000 159,600.00 10,564.070 126,768.84 STRIPE 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 75,200.00 74.550 298.20 24,621.605 98,486.42 40 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 13,500.00 226.070 6,782.10 41 REMOVE PAVEMENT MARKER EA 2.0000 21,600.00 35.000 70.00 14,068.000 28,136.00 42 REMOVE ROADSIDE SIGN EA 125.0000 14,375.00 51.000 6,375.00 43 REMOVE SIGN STRUCTURE EA 4,600.0000 59,800.00 9.000 41,400.00 S) 44 REMOVE BRIDGE MOUNTED SIGN EA 4,060.0000 24,360.00 6.000 24,360.00 S) 45 REMOVE CULVERT M 117.0000 38,610.00 607.518 71,079.61 46 REMOVE INLET EA 812.0000 19,488.00 1.000 812.00 28.000 22,736.00 47 REMOVE HEADWALL EA 1,300.0000 11,700.00 18.000 23,400.00 48 REMOVE MANHOLE (SEWER) EA 1,250.0000 3,750.00 3.000 3,750.00 49 REMOVE BASE AND SURFACING M3 15.5000 255,750.00 796.600 12,347.30 11,216.350 173,853.43 PROGRAM CAS145 PAGE 3 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SALVAGE FRAME AND GRATE EA 150.0000 300.00 2.000 300.00 51 RELOCATE REMOTE CONTROL VALVE EA 3,000.0000 6,000.00 0.000 0.00 52 RELOCATE ROADSIDE SIGN-ONE POST EA 650.0000 650.00 1.000 650.00 53 ADJUST INLET EA 1,500.0000 40,500.00 16.000 24,000.00 54 MODIFY INLET EA 2,500.0000 60,000.00 21.000 52,500.00 55 MODIFY MANHOLE (SEWER) EA 10,000.0000 20,000.00 3.000 30,000.00 56 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.6000 280,800.00 2,892.000 7,519.20 S) 57 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 58 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 123.0000 22,140.00 260.020 31,982.46 59 REMOVE CELLULAR CONCRETE M3 250.0000 32,500.00 130.000 32,500.00 60 REMOVE CONCRETE CURB M3 111.0000 21,090.00 818.790 90,885.69 61 REMOVE CONCRETE BARRIER M 44.0000 102,080.00 3,718.500 163,614.00 62 CLEAN BRIDGE DECK M2 2.0000 10,080.00 0.000 0.00 F) 63 CAP INLET EA 1,500.0000 12,000.00 7.000 10,500.00 64 REMOVE CRASH CUSHION (SAND FILLED) EA 2,500.0000 7,500.00 1.000 2,500.00 65 PUMP PLANT EQUIPMENT REMOVAL LS 30,000.0000 30,000.00 1.000 30,000.00 66 BRIDGE REMOVAL, LOCATION A LS 600,000.0000 600,000.00 1.000 600,000.00 67 BRIDGE REMOVAL, LOCATION B LS 250,000.0000 250,000.00 1.000 250,000.00 68 BRIDGE REMOVAL, LOCATION C LS 135,000.0000 135,000.00 1.000 135,000.00 69 BRIDGE REMOVAL, LOCATION D LS 76,000.0000 76,000.00 1.000 76,000.00 70 BRIDGE REMOVAL (PORTION), LOCATION E LS 21,000.0000 21,000.00 1.000 21,000.00 71 BRIDGE REMOVAL (PORTION), LOCATION F LS 103,000.0000 103,000.00 1.000 103,000.00 72 BRIDGE REMOVAL (PORTION), LOCATION G LS 50,000.0000 50,000.00 1.000 50,000.00 73 SURVEY OF EXISTING NON HIGHWAY LS 90,000.0000 90,000.00 1.000 90,000.00 FACILITIES 74 CLEARING AND GRUBBING LS 207,900.0000 207,900.00 1.000 207,900.00 75 DEVELOP WATER SUPPLY LS 24,750.0000 24,750.00 0.940 23,265.00 76 ROADWAY EXCAVATION M3 36.0000 5,220,000.00 923.000 33,228.00 206,828.650 7,445,831.40 PROGRAM CAS145 PAGE 4 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADWAY EXCAVATION (TYPE Z-3) M3 250.0000 30,000.00 124.000 31,000.00 (AERIALLY DEPOSITED LEAD) 78 ROADWAY EXCAVATION (TYPE Y-2) M3 28.0000 352,800.00 22,458.660 628,842.48 (AERIALLY DEPOSITED LEAD) 79 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 80 STRUCTURE EXCAVATION (BRIDGE) M3 150.0000 366,750.00 2,445.000 366,750.00 F) 81 STRUCTURE EXCAVATION (TYPE D) M3 300.0000 1,030,200.00 3,434.000 1,030,200.00 F) 82 STRUCTURE EXCAVATION (PUMPING PLANT) M3 90.0000 421,200.00 4,680.000 421,200.00 F) 83 STRUCTURE BACKFILL (PUMPING PLANT) M3 75.0000 238,500.00 3,180.000 238,500.00 F) 84 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 512,400.00 3,503.600 280,288.00 F) 85 STRUCTURE EXCAVATION (LAGGING WALL) M3 25.0000 174,100.00 6,823.330 170,583.25 F) 86 STRUCTURE EXCAVATION (TIEBACK WALL) M3 100.0000 38,300.00 383.000 38,300.00 F) 87 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 360,600.00 313.000 23,475.00 3,900.300 292,522.50 F) 88 STRUCTURE BACKFILL (LAGGING WALL) M3 90.0000 225,270.00 2,343.000 210,870.00 F) 89 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 294,480.00 2,712.000 244,080.00 F) 90 STRUCTURE BACKFILL (TIEBACK WALL) M3 180.0000 1,980.00 11.000 1,980.00 F) 91 PERVIOUS BACKFILL MATERIAL M3 150.0000 3,405.00 5.000 750.00 92 SAND BACKFILL M3 10.0000 5,200.00 342.760 3,427.60 93 LEAN CONCRETE BACKFILL M3 375.0000 4,875.00 13.000 4,875.00 F) 94 LIGHTWEIGHT MATERIAL M3 350.0000 45,500.00 130.000 45,500.00 (CELLULAR CONCRETE) 95 EARTH RETAINING STRUCTURE, LOCATION A M2 675.0000 462,375.00 10.000 6,750.00 685.000 462,375.00 F) 96 EARTH RETAINING STRUCTURE, LOCATION B M2 675.0000 219,375.00 325.000 219,375.00 F) 97 EARTH RETAINING STRUCTURE, LOCATION C M2 675.0000 438,750.00 50.000 33,750.00 650.000 438,750.00 F) 98 EARTH RETAINING STRUCTURE, LOCATION D M2 675.0000 219,375.00 325.000 219,375.00 F) 99 IMPORTED BORROW M3 10.0000 1,220,000.00 66,543.890 665,438.90 00 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 75.0000 825,000.00 11,587.960 869,097.00 01 GEOSYNTHETIC REINFORCED EMBANKMENT M2 75.0000 354,750.00 5,116.890 383,766.75 02 SETTLEMENT INSTRUMENTATION LS 175,000.0000 175,000.00 0.750 131,250.00 03 GROUND IMPROVEMENT M3 190.0000 2,565,000.00 13,500.000 2,565,000.00 PROGRAM CAS145 PAGE 5 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 EROSION CONTROL (NETTING) M2 5.0000 7,500.00 3,275.000 16,375.00 S) 05 STRAW (EROSION CONTROL) TONN 550.0000 11,000.00 8.140 4,477.00 S) 06 FIBER (EROSION CONTROL) KG 1.0000 3,200.00 1,302.200 1,302.20 S) 07 FIBER ROLLS M 13.0000 101,400.00 4,119.820 53,557.66 S) 08 COMPOST (EROSION CONTROL) M3 350.0000 28,000.00 1.000 350.00 25.760 9,016.00 S) 09 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,000.00 5.000 3,750.00 S) 10 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 46,800.00 142.440 18,517.20 S) 11 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,420.00 284.900 569.80 S) 12 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 13 50 MM SPRINKLER CONTROL CONDUIT M 15.0000 1,950.00 17.000 255.00 S) 14 75 MM GALVANIZED STEEL PIPE M 75.0000 9,750.00 0.000 0.00 (SUPPLY LINE) 15 NPS 3 SUPPLY LINE (BRIDGE) M 225.0000 53,100.00 143.000 32,175.00 16 200 MM PLASTIC PIPE (PR200) M 25.0000 14,500.00 303.400 7,585.00 S) (RECLAIMED WATER) 17 WATER METER EA 4,000.0000 8,000.00 0.000 0.00 S) 18 200 MM CORRUGATED HIGH DENSITY M 146.0000 71,540.00 382.400 55,830.40 S) POLYETHYLENE PIPE CONDUIT 19 450 MM CORRUGATED HIGH DENSITY M 140.0000 4,620.00 26.230 3,672.20 S) POLYETHYLENE CONDUIT PIPE (RECLAIMED WATER) 20 EXTEND 200 MM CONDUIT M 140.0000 2,520.00 3.000 420.00 S) 21 CLASS 4 AGGREGATE SUBBASE M3 65.0000 2,210,000.00 74.640 4,851.60 27,971.550 1,818,150.75 22 CLASS 2 AGGREGATE BASE M3 75.0000 304,500.00 1,859.159 139,436.93 23 CLASS 3 AGGREGATE BASE M3 55.0000 803,000.00 889.470 48,920.85 12,699.390 698,466.45 24 LEAN CONCRETE BASE M3 400.0000 3,676,000.00 7,437.780 2,975,112.00 25 ASPHALT TREATED PERMEABLE BASE M3 225.0000 465,750.00 1,206.240 271,404.00 26 ASPHALT CONCRETE (TYPE A) TONN 90.0000 5,859,000.00 1,850.770 166,569.30 70,833.190 6,374,987.10 27 ASPHALT CONCRETE (OPEN GRADED) TONN 130.0000 1,183,000.00 0.000 0.00 28 ASPHALT CONCRETE BASE (TYPE A) TONN 82.0000 660,100.00 8,881.120 728,251.84 29 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 131,400.00 148.000 2,960.00 3,584.550 71,691.00 AREA) PROGRAM CAS145 PAGE 6 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.5000 845.00 45.480 295.62 31 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.5000 41,015.00 1,833.230 11,916.00 32 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.5000 4,225.00 243.580 1,583.27 33 SHOULDER RUMBLE STRIP STA 200.0000 7,400.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 34 LIQUID ASPHALT (PRIME COAT) TONN 1,500.0000 21,000.00 28.950 43,425.00 35 CONCRETE PAVEMENT M3 385.0000 2,498,650.00 6,706.519 2,582,009.82 36 SEAL PAVEMENT JOINT M 20.0000 266,000.00 11,404.400 228,088.00 37 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 585.0000 2,915,640.00 5,378.050 3,146,159.25 S) PILING 38 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 35,000.00 16.000 11,200.00 S) PILING 39 FURNISH PILING (CLASS 900) M 200.0000 2,102,400.00 10,512.000 2,102,400.00 (ALTERNATIVE W) 40 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,200.0000 554,400.00 465.000 558,000.00 S) 41 FURNISH PILING (CLASS 625) M 100.0000 66,300.00 660.000 66,000.00 42 DRIVE PILE (CLASS 625) EA 1,650.0000 54,450.00 33.000 54,450.00 43 FURNISH PILING (CLASS 625) M 160.0000 2,150,400.00 10,955.000 1,752,800.00 (ALTERNATIVE W) 44 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,000.0000 626,000.00 494.000 494,000.00 S) 45 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 670.0000 391,280.00 437.000 292,790.00 PILING (610 MM) 46 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 4,000.0000 96,000.00 18.000 72,000.00 S) PILE (610 MM) 47 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 1.000 400,000.00 S) 48 TIEBACK ANCHOR EA 2,600.0000 213,200.00 82.000 213,200.00 S) 49 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 1,015,850.00 0.600 330.00 1,847.000 1,015,850.00 F) 50 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 12,897,500.00 487.050 535,755.00 11,669.000 12,835,900.00 F) 51 STRUCTURAL CONCRETE, RETAINING WALL M3 950.0000 3,521,650.00 3,612.970 3,432,321.50 F) 52 STRUCTURAL CONCRETE, SOUND WALL FOOTING M3 1,500.0000 19,500.00 13.000 19,500.00 F) 53 STRUCTURE CONCRETE (PUMPING PLANT) M3 880.0000 633,600.00 720.000 633,600.00 F) 54 STRUCTURAL CONCRETE, BARRIER SLAB M3 640.0000 305,280.00 331.000 211,840.00 F) 55 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 48,000.00 32.000 48,000.00 F) (TYPE EQ) 56 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 431,100.00 76.000 68,400.00 479.000 431,100.00 F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 CLASS A CONCRETE (BOX CULVERT) M3 6,500.0000 78,000.00 12.000 78,000.00 58 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 929,250.00 21.060 36,855.00 416.898 729,571.50 F) 59 MINOR CONCRETE (PILE CAP) M3 950.0000 214,700.00 226.000 214,700.00 F) 60 INSTALL PERCAST MEDALLION PANEL EA 5,000.0000 20,000.00 1.000 5,000.00 61 ARCHITECTURAL TREATMENT M2 85.0000 427,295.00 220.380 18,732.30 4,949.860 420,738.10 F) 62 DRILL AND BOND DOWEL M 85.0000 8,755.00 158.200 13,447.00 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 30,000.00 2.000 30,000.00 S) GIRDER (25 M - 30 M) 64 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,500.0000 35,000.00 2.000 35,000.00 S) GIRDER (30 M - 35 M) 65 ERECT PRECAST CONCRETE GIRDER EA 5,000.0000 20,000.00 4.000 20,000.00 S) 66 CONCRETE CLOSURE WALL M2 700.0000 196,000.00 172.860 121,002.00 F) 67 REFINISH BRIDGE DECK M2 250.0000 13,500.00 54.000 13,500.00 54.000 13,500.00 68 SOUND WALL (MASONRY BLOCK) M2 220.0000 1,066,780.00 4,118.000 905,960.00 SF) 69 PTFE BEARING EA 5,300.0000 169,600.00 46.000 243,800.00 S) 70 JOINT SEAL (MR 30 MM) M 330.0000 1,980.00 6.200 2,046.00 S) 71 JOINT SEAL (MR 15 MM) M 250.0000 5,750.00 0.000 0.00 S) 72 JOINT SEAL ASSEMBLY (MR 90 MM) M 800.0000 34,400.00 43.000 34,400.00 S) 73 JOINT SEAL ASSEMBLY (MR 100 MM) M 875.0000 60,375.00 68.000 59,500.00 S) 74 JOINT SEAL (MR 50 MM) M 340.0000 41,820.00 14.800 5,032.00 74.000 25,160.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 4,672,086.00 109,834.780 219,669.56 2,372,407.370 4,744,814.74 SF) 76 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 1,859,258.00 929,629.000 1,859,258.00 SF) 77 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 3,534.00 1,178.200 3,534.60 SF) 78 BAR REINFORCING STEEL (PUMPING PLANT) KG 2.5000 211,500.00 84,600.000 211,500.00 SF) 79 SHOTCRETE M3 1,050.0000 129,150.00 121.000 127,050.00 F) 80 TREAT BRIDGE DECK M2 2.1000 10,584.00 0.000 0.00 81 FURNISH BRIDGE DECK TREATMENT MATERIAL L 24.0000 54,960.00 0.000 0.00 (LOW ODOR) 82 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 14.0000 93,184.00 6,656.000 93,184.00 F) WITH WALKWAY) 83 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 46,592.00 6,656.000 46,592.00 SF)WITH WALKWAY) PROGRAM CAS145 PAGE 8 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 1,369,800.00 112,035.000 1,008,315.00 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 152,200.00 112,035.000 112,035.00 SF) 86 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 132.0000 72,204.00 392.520 51,812.64 87 FURNISH LAMINATED PANEL SIGN M2 185.0000 13,690.00 73.450 13,588.25 (25.4 MM-TYPE A) 88 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 6,075.00 3.760 507.60 29.450 3,975.75 (1.6 MM-UNFRAMED) 89 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 7,923.00 1.860 258.54 23.440 3,258.16 (2.0 MM-UNFRAMED) 90 FURNISH SINGLE SHEET ALUMINUM SIGN M2 171.0000 1,710.00 2.860 489.06 (1.6 MM-FRAMED) 91 FURNISH SINGLE SHEET ALUMINUM SIGN M2 185.0000 925.00 0.000 0.00 (2.0 MM-FRAMED) 92 1372 MM CAST-IN-DRILLED-HOLE M 4,675.0000 341,275.00 14.000 65,450.00 66.750 312,056.25 S) CONCRETE PILE (SIGN FOUNDATION) 93 1524 MM CAST-IN-DRILLED-HOLE M 6,450.0000 335,400.00 8.200 52,890.00 59.000 380,550.00 S) CONCRETE PILE (SIGN FOUNDATION) 94 METAL (BARRIER MOUNTED SIGN) KG 75.0000 8,250.00 110.000 8,250.00 F) 95 METAL (SOUND WALL MOUNTED SIGN) KG 75.0000 52,500.00 0.000 0.00 F) 96 ROADSIDE SIGN - ONE POST EA 350.0000 28,000.00 5.000 1,750.00 41.000 14,350.00 97 ROADSIDE SIGN - TWO POST EA 725.0000 7,250.00 2.000 1,450.00 98 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 440.00 1.000 110.00 2.000 220.00 METHOD) 99 INSTALL SIGN PANEL ON EXISTING FRAME M2 105.0000 4,515.00 17.040 1,789.20 00 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 580.0000 1,850,200.00 38.800 22,504.00 2,912.194 1,689,072.52 01 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 590.0000 135,700.00 114.340 67,460.60 02 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 650.0000 871,000.00 1,201.970 781,280.50 03 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 660.0000 330,000.00 283.760 187,281.60 04 750 MM ALTERNATIVE PIPE CULVERT M 700.0000 3,360.00 36.480 25,536.00 05 900 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 850.0000 680,000.00 18.530 15,750.50 524.400 445,740.00 06 900 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 950.0000 15,200.00 35.750 33,962.50 07 975 MM ALTERNATIVE PIPE CULVERT M 1,000.0000 1,000.00 0.000 0.00 08 1050 MM ALTERNATIVE PIPE CULVERT M 1,300.0000 195,000.00 145.690 189,397.00 (TYPE A) 09 1050 MM ALTERNATIVE PIPE CULVERT M 1,300.0000 81,900.00 64.670 84,071.00 (TYPE B) 10 1200 MM ALTERNATIVE PIPE CULVERT M 1,400.0000 92,400.00 27.600 38,640.00 PROGRAM CAS145 PAGE 9 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 150 MM PLASTIC PIPE M 200.0000 26,000.00 12.800 2,560.00 12 200 MM PLASTIC PIPE M 260.0000 8,840.00 24.380 6,338.80 13 300 MM PLASTIC PIPE M 260.0000 24,960.00 0.000 0.00 14 457 MM HIGH DENSITY POLYETHYLENE PIPE M 500.0000 6,500.00 13.000 6,500.00 (OPEN TRENCH) 15 533 MM HIGH DENSITY POLYETHYLENE PIPE M 525.0000 115,500.00 221.000 116,025.00 (OPEN TRENCH) 16 762 MM HIGH DENSITY POLYETHYLENE PIPE M 550.0000 29,150.00 53.000 29,150.00 CONCRETE CASING (OPEN TRENCH) 17 457 MM POLYVINYL CHLORIDE PIPE M 590.0000 147,500.00 137.160 80,924.40 (OPEN TRENCH) 18 900 MM REINFORCED CONCRETE PRESSURE M 800.0000 152,000.00 33.000 26,400.00 PIPE (CLASS III) 19 1050 MM REINFORCED CONCRETE PRESSURE M 750.0000 60,000.00 80.500 60,375.00 PIPE (CLASS III) 20 JACKED 300 MM REINFORCED CONCRETE PIPE M 3,500.0000 140,000.00 0.000 0.00 (UNDERDRAIN) 21 JACKED 450 MM REINFORCED CONCRETE PIPE M 4,000.0000 144,000.00 16.000 64,000.00 52.000 208,000.00 (CLASS III) 22 JACKED 1200 MM REINFORCED CONCRETE PIPE M 5,000.0000 200,000.00 40.000 200,000.00 40.000 200,000.00 (CLASS III, RUBBER GASKET JOINT) 23 JACKED 1500 MM REINFORCED CONCRETE PIPE M 4,800.0000 360,000.00 73.150 351,120.00 (CLASS III, RUBBER GASKET JOINT) 24 300 MM CORRUGATED STEEL PIPE M 200.0000 24,000.00 107.430 21,486.00 25 525 MM X 375 MM CORRUGATED STEEL PIPE M 400.0000 1,120.00 4.570 1,828.00 ARCH (2.01 MM THICK) 26 GEOCOMPOSITE DRAIN M2 11.0000 5,489.00 638.420 7,022.62 27 80 MM PLASTIC PIPE (EDGE DRAIN) M 35.0000 163,800.00 3,025.530 105,893.55 28 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 100.0000 26,000.00 108.930 10,893.00 29 DRAINAGE WICK M 10.0000 911,000.00 88,601.010 886,010.10 30 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 75.0000 1,275,000.00 13,829.850 1,037,238.75 31 150 MM ALTERNATIVE PIPE UNDERDRAIN M 55.0000 123,750.00 2,113.030 116,216.65 32 200 MM ALTERNATIVE PIPE UNDERDRAIN M 80.0000 216,000.00 1,894.190 151,535.20 33 300 MM ALTERNATIVE PIPE UNDERDRAIN M 100.0000 9,500.00 0.000 0.00 34 450 MM ALTERNATIVE SLOTTED PIPE M 400.0000 388,000.00 767.550 307,020.00 35 450 MM CORRUGATED STEEL PIPE RISER M 1,400.0000 1,120.00 0.910 1,274.00 (2.01 MM THICK) 36 WELDED STEEL PIPE CASING (BRIDGE) M 360.0000 23,760.00 65.400 23,544.00 37 305 MM WELDED STEEL PIPE M 3,800.0000 311,600.00 82.000 311,600.00 (BURIED PIPE) PROGRAM CAS145 PAGE 10 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 305 MM WELDED STEEL PIPE M 550.0000 42,900.00 79.000 43,450.00 (IN BRIDGE) 39 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 3,000.00 2.000 600.00 40 900 MM PRECAST CONCRETE PIPE INLET M 1,200.0000 4,800.00 0.000 0.00 41 203 MM HIGH DENSITY POLYETHYLENE PIPE M 3,250.0000 74,750.00 23.000 74,750.00 (JACK AND BORE) 42 533 MM HIGH DENSITY POLYETHYLENE PIPE M 4,500.0000 382,500.00 0.000 0.00 (MICROTUNNELING) 43 457 MM DUCTILE IRON PIPE M 6,000.0000 1,020,000.00 0.000 0.00 (MICROTUNNELING) 44 CONSTRUCT MANHOLE (SEWER) EA 10,600.0000 84,800.00 10.000 106,000.00 45 ROCK SLOPE PROTECTION M3 150.0000 7,200.00 4.000 600.00 (BACKING NO. 1, METHOD B) 46 SLOPE PAVING (CONCRETE) M3 3,000.0000 21,000.00 0.000 0.00 F) 47 GABION-FACED REINFORCED EMBANKMENT M3 273.0000 297,570.00 1,139.110 310,977.03 48 ROCK SLOPE PROTECTION FABRIC M2 20.0000 1,920.00 8.000 160.00 49 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 546,000.00 0.810 567.00 682.300 477,610.00 CONSTRUCTION) 50 MINOR CONCRETE (GUTTER) M3 750.0000 83,250.00 19.586 14,689.50 F) 51 MINOR CONCRETE (BROOM FINISH) M3 600.0000 168,000.00 10.450 6,270.00 160.430 96,258.00 52 DRAINAGE PUMPING EQUIPMENT LS 260,000.0000 260,000.00 0.900 234,000.00 S) 53 PUMPING PLANT ELECTRICAL EQUIPMENT LS 200,000.0000 200,000.00 1.000 200,000.00 S) 54 MISCELLANEOUS IRON AND STEEL KG 7.0000 324,632.00 148.000 1,036.00 24,807.000 173,649.00 SF) 55 MISCELLANEOUS METAL KG 10.0000 17,420.00 1,742.000 17,420.00 SF) 56 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 42,000.00 2,500.000 37,500.00 SF) 57 MISCELLANEOUS METAL (RESTRAINER) KG 45.0000 15,975.00 355.000 15,975.00 SF) 58 PUMPING PLANT METAL WORK KG 10.0000 104,000.00 10,000.000 100,000.00 SF) 59 CHAIN LINK FENCE (TYPE CL-0.9, M 75.0000 19,500.00 263.180 19,738.50 S) VINYL-CLAD) 60 CHAIN LINK FENCE (TYPE CL-1.8, M 150.0000 58,500.00 314.300 47,145.00 SF)VINYL-CLAD) 61 WOOD FENCE M 150.0000 22,500.00 134.510 20,176.50 S) 62 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 2.000 4,000.00 S) 63 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 0.000 0.00 S) 64 5.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 5.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 0.000 0.00 S) 66 SURVEY MONUMENT (TYPE D) EA 1,000.0000 12,000.00 0.000 0.00 67 MILEPOST MARKER EA 40.0000 320.00 0.000 0.00 68 DRAINAGE INLET MARKER EA 75.0000 2,400.00 0.000 0.00 69 OBJECT MARKER (TYPE K-1) EA 30.0000 120.00 5.000 150.00 70 OBJECT MARKER (TYPE L-1) EA 40.0000 1,480.00 1.000 40.00 71 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 86,700.00 156.000 13,260.00 688.740 58,542.90 S) 72 CHAIN LINK RAILING (TYPE 7) M 150.0000 89,250.00 723.600 108,540.00 SF) 73 CONCRETE BARRIER (TYPE 25) M 250.0000 18,750.00 75.000 18,750.00 F) 74 CONCRETE BARRIER (TYPE 26) M 490.0000 103,880.00 212.000 103,880.00 F) 75 DOUBLE THRIE BEAM BARRIER M 225.0000 13,500.00 0.000 0.00 S) 76 REPLACE CONCRETE BARRIER (PULL BOX) M 1,000.0000 11,000.00 0.000 0.00 S) 77 CABLE RAILING M 80.0000 3,200.00 51.180 4,094.40 SF) 78 TRANSITION RAILING (TYPE WB) EA 4,200.0000 79,800.00 11.000 46,200.00 S) 79 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 25,000.00 4.000 4,000.00 19.000 19,000.00 S) 80 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 8.000 24,000.00 S) 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 87,000.00 2.000 6,000.00 13.000 39,000.00 S) 82 CRASH CUSHION, SAND FILLED EA 8,500.0000 51,000.00 3.000 25,500.00 S) 83 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 0.000 0.00 S) 84 CRASH CUSHION (TYPE CAT) BACKUP EA 400.0000 400.00 0.000 0.00 S) 85 CRASH CUSHION (ADIEM) EA 32,000.0000 64,000.00 2.000 64,000.00 2.000 64,000.00 S) 86 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 100,000.00 0.000 0.00 S) 87 CONCRETE BARRIER (TYPE 60) M 330.0000 277,200.00 1,009.470 333,125.10 88 CONCRETE BARRIER (TYPE 60C) M 625.0000 1,225,000.00 1,937.540 1,210,962.50 89 CONCRETE BARRIER (TYPE 60D) M 172.0000 375,648.00 1,701.120 292,592.64 F) 90 CONCRETE BARRIER (TYPE 60E) M 840.0000 1,050,000.00 47.760 40,118.40 681.500 572,460.00 91 CONCRETE BARRIER (TYPE 732 MODIFIED) M 240.0000 306,480.00 918.190 220,365.60 F) PROGRAM CAS145 PAGE 12 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 CONCRETE BARRIER (TYPE 742 MOD) M 315.0000 171,360.00 333.000 104,895.00 F) 93 CONCRETE BARRIER (TYPE 736A) M 220.0000 36,300.00 165.000 36,300.00 F) 94 CONCRETE BARRIER (TYPE 736A MOD) M 265.0000 94,605.00 234.540 62,153.10 F) 95 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 21,000.00 321.838 16,091.90 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 59,200.00 12,384.180 22,910.73 S) 97 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4500 857.50 215.180 527.19 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2500 34,807.50 3,051.730 12,969.85 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 18,120.00 1,778.540 7,114.16 S) (BROKEN 3.66 M - 0.92 M) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 156.75 155.450 256.49 S) (BROKEN 1.83 M - 0.30 M) 01 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 1,749.00 257.220 424.41 S) (BROKEN 5.18 M - 2.14 M) 02 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 120.00 59.740 119.48 S) (BROKEN 2.44 M - 1.22 M) 03 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 21,390.00 3,219.000 9,657.00 S) 04 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 35,880.00 2,396.000 14,376.00 S) 05 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 06 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 1.000 140,000.00 S) 07 SIGNAL AND LIGHTING (LOCATION 3) LS 200,000.0000 200,000.00 0.987 197,400.00 S) 08 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 180,000.0000 180,000.00 1.000 180,000.00 S) 09 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 10 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.976 195,200.00 S) (STAGE CONSTRUCTION) 11 LIGHTING AND SIGN ILLUMINATION LS 760,000.0000 760,000.00 0.922 700,720.00 S) 12 TRAFFIC OPERATIONS SYSTEM LS 800,000.0000 800,000.00 0.034 27,200.00 0.583 466,400.00 S) 13 CAMERA UNIT EA 7,000.0000 42,000.00 3.000 21,000.00 S) 14 PAN/TILT UNIT EA 5,000.0000 30,000.00 3.000 15,000.00 S) 15 CAMERA CONTROL UNIT EA 5,700.0000 22,800.00 0.000 0.00 S) 16 VIDEO ENCODER UNIT EA 35,000.0000 140,000.00 0.000 0.00 S) 17 INTEGRATED SERVICES DIGITAL NETWORK EA 600.0000 2,400.00 0.000 0.00 S) TERMINAL ADAPTER UNIT 18 EXTINGUISHABLE MESSAGE SIGN PANEL EA 8,000.0000 72,000.00 8.750 70,000.00 S) (LED) PROGRAM CAS145 PAGE 13 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 18,000.00 0.000 0.00 S) WIRELESS MODEM ASSEMBLY 20 LONG LEAD-IN CABLE LOOP DETECTOR (LLLD) EA 1,000.0000 4,000.00 0.000 0.00 S) SENSOR UNIT 21 FIBER OPTIC CONDUIT LS 400,000.0000 400,000.00 0.811 324,400.00 S) 22 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 23 TEMPORARY CULVERT M 162.0000 42,120.00 226.500 36,693.00 24 TEMPORARY INLET EA 1,260.0000 12,600.00 4.000 5,040.00 25 TEMPORARY FLARED END SECTION EA 250.0000 2,000.00 5.000 1,250.00 26 TMEPORARY CRASH CUSHION (ADIEM) EA 32,000.0000 64,000.00 2.000 64,000.00 27 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 430.0000 74,820.00 176.900 76,067.00 S) PILING 28 300 MM ALTERNATIVE PIPE CULVERT M 125.0000 1,000.00 0.000 0.00 29 JACKED 1050 MM REINFORCED CONCRETE PIPE M 3,630.0000 471,900.00 48.760 176,998.80 (CLASS III, RUBBER GASKET JOINT) 30 450 MM CORRUGATED STEEL PIPE M 400.0000 1,200.00 0.000 0.00 (1.63 MM THICK) 31 300 MM ALTERNATIVE FLARED END SECTION EA 250.0000 1,250.00 0.000 0.00 32 600 MM ALTERNATIVE FLARED END SECTION EA 300.0000 4,800.00 0.000 0.00 33 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 34 BRIDGE REMOVAL (PORTION), LOCATION H LS 40,000.0000 40,000.00 1.000 40,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION I LS 35,000.0000 35,000.00 1.000 35,000.00 36 BRIDGE REMOVAL (PORTION), LOCATION J LS 20,000.0000 20,000.00 1.000 20,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION K LS 135,000.0000 135,000.00 1.000 135,000.00 38 1500 MM ALTERNATIVE PIPE CULVERT M 750.0000 10,500.00 3.050 2,287.50 39 450 MM CORRUGATED STEEL PIPE M 650.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 40 SLOPE PAVING (MASONRY BLOCK) M2 270.0000 891,810.00 295.000 79,650.00 591.000 159,570.00 41 CONCRETE BARRIER (TYPE 60E MODIFIED) M 660.0000 72,600.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 736B) M 535.0000 85,600.00 76.500 40,927.50 PROGRAM CAS145 PAGE 14 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 06:50 AM ESTIMATE NO. 44 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,459,997.37 116,277,943.70 ADJUSTMENT OF COMPENSATION 10,506.39 1,726,344.17 EXTRA WORK 510,057.70 11,004,127.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,980,561.46 129,008,415.64 43 MOBILIZATION LS 2000,000.0000 12,000,000.00 1.000 12,000,000.00 ORIGINAL CONTRACT AMOUNT 138,440,897.75 TOTAL WORK COMPLETED 2,980,561.46 141,008,415.64 MATERIALS ON HAND ON SITE 605,929.25 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -28,000.00 TOTAL 2,980,561.46 141,586,344.89 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 09/28/07 938 10/26/07 10/26/07 11/21/11 726 182 8 7 91% 88% PROGRESS IS SATISFACTORY BALALLO RAYMUNDO RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/11