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 07/25/11 EST. NO.45 TIME 02:01 PM 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 0776 1,270.67 E.W. @ F.A.(+) 072610 N 501402 0803 5,794.26 081510 N 501428 0809 1,163.59 031611 N FWS610 0836 4,062.30 032511 N 531-06 0869 1,342.17 050211 N 501467 0886 6,044.56 050611 N 531-10 0902 449.19 061011 N ED1380 0906 3,609.68 053111 N 501486 0909 3,981.17 021411 N 501457 0910 3,060.46 031511 N 501488 0911 466.85 060711 N 501489 0912 283.82 062011 N 501490 0913 396.97 061311 Y 2489.0 0914 152.39 052511 N 501491 0915 1,065.43 062211 N 501492 0916 1,340.24 051911 N 501475 0917 283.86 062311 N 501493 0918 182.86 062811 N 501494 0919 243.81 062411 N 501495 0920 243.81 062711 N 501496 0921 1,583.06 062711 N 522009 0921-1 -1,583.06 062711 N 522009 DAO CORRECTING ENTRY 0922 920.80 062411 N 501453 0923 266.70 062911 Y 2501.0 0924 489.36 061711 Y 2503.0 0925 93.38 062411 Y 2505.0 0928 283.84 070511 N 501498 0929 243.81 070711 N 501499 0930 363.88 070611 N 501500 0931 727.54 032111 N 501501 0932 2,058.89 061711 N SSS-52 0933 1,005.94 061011 N SSS-53 0934 398.50 071811 N 501502 0935 165.02 071411 N 501503 0936 245.23 071511 N 501504 003 0083 300.00 E.W. @ F.A.(+) 053111 N 2488.0 011 0002-1 -5,173.32 E.W. @ F.A.(+) 010308 N 0422.0 DAO CORRECTING ENTRY 0002-2 4,498.55 010308 N 0422.0 DAO CORRECTING ENTRY 043 0005 943.56 E.W. @ F.A.(+) 101309 N 598-03 070 0020 378.91 E.W. @ F.A.(+) 081810 N 5165-4 074 0070 854.20 E.W. @ F.A.(+) 070810 N 572-12 0073 353.84 060811 N 574-24 0074 1,418.01 020911 N 572-13 0075 579.15 061311 N 574-25 094 0012 4,051.48 E.W. @ F.A.(+) 110210 N WB95 0 0013 4,723.59 110310 N WB93 0 0017 3,116.91 110510 N WB94 0 0030 1,942.94 110810 N WB91 0 0031 2,801.25 110410 N WB92 0 107 0008 1,174.20 E.W. @ F.A.(+) 110210 N 597-05 108 0043 2,524.36 E.W. @ F.A.(+) 033011 Y 2499.0 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 07/25/11 EST. NO.45 TIME 02:01 PM 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 --------------------------------------------------------------------------- 0044 2,524.36 042711 Y 2500.0 118 0042 1,215.76 E.W. @ F.A.(+) 081309 N 510117 146 0004 1,429.57 E.W. @ F.A.(+) 032910 N 514604 157 0015 1,025.11 A.C. @ F.A.(+) 040910 N 515711 160 0011 1,923.11 E.W. @ F.A.(+) 013111 N 516007 0012 5,435.51 020211 N 516008 167 0025 1,227.82 A.C. @ F.A.(+) 080910 N 516702 0026 271.04 081310 N 516703 169 0077 2,662.46 E.W. @ F.A.(+) 032611 N 516967 0078 1,143.92 032511 N 516966 0079 2,851.46 032511 N 516965 0081 848.06 032711 N 516969 0086 633.78 021810 N 516974 0087 1,574.78 021711 N 516975 0089 1,464.69 032211 N 516978 0110 3,213.00 050211 N 516999 0111 153.57 052411 N 516911 0112 787.50 051611 N 516921 0119 2,996.04 051511 N 517005 0121 2,617.15 060111 N 517006 0122 300.32 060711 N 517007 0123 917.51 032811 N 517010 0124 3,661.04 032411 N 517011 0125 4,496.35 032411 N 517012 0126 933.25 031411 N 517013 0127 1,633.15 022511 N 517008 0128 570.19 041311 N 517014 0129 485.38 032111 N 517015 0130 1,553.81 032311 N 517016 0131 936.94 032311 N 517017 0132 2,824.24 031411 N 517009 0133 762.61 053111 N 517018 0134 4,777.68 060311 N 517019 0135 3,592.12 060111 N 517020 0136 146.11 061311 N 517021 0137 1,212.98 062111 N 517022 0138 57.84 051711 N 517023 0139 4,323.00 052411 N 516961 0140 825.00 062011 N 516951 0141 2,527.25 060311 N 516971 0142 1,949.12 060311 N 516981 0143 4,077.17 060511 N 516991 0144 825.00 070811 N 516912 0145 6,654.55 060411 N 516922 0146 825.00 071411 N 516932 0147 350.16 062411 N 517024 172 0004 2,017.56 E.W. @ F.A.(+) 081210 N 517204 0005 1,703.54 081310 N 517205 174 0001 1,630.94 E.W. @ F.A.(+) 061010 N 517401 175 0024 13,134.03 E.W. @ F.A.(+) 020411 N 517530 0030 7,363.95 020511 N 517531 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 07/25/11 EST. NO.45 TIME 02:01 PM 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 --------------------------------------------------------------------------- 0032 774.11 020611 N 517532 0034 1,847.59 012811 N 517533 176 0004 2,793.02 E.W. @ F.A.(+) 071610 N 517604 177 0030 1,096.98 E.W. @ F.A.(+) 092810 N 510925 0031 2,701.95 092910 N 510926 0032 3,159.33 092710 N 510927 0033 1,548.42 092310 N 510928 0034 334.80 092210 N 510929 0044 10,832.69 091410 N 501938 0048 5,853.28 090710 N 501942 0049 1,464.62 090310 N 501943 0050 8,790.07 090110 N 501944 0054 9,426.14 090210 N 501948 0057 6,892.68 051011 N 501951 0067 5,330.56 050411 N 501961 0069 13,851.69 050611 N 501963 0071 5,062.14 050311 N 501965 0073 782.82 053111 N 501967 0080 529.59 090810 N 510930 0081 4,233.82 083110 N 501974 0082 10,042.25 121510 N 501975 0083 10,606.21 083010 N 501976 0084 2,131.04 092310 N 501977 0085 7,331.94 111910 N 501978 0086 3,075.07 121310 N 501979 0087 2,451.50 010511 N 501980 0088 2,172.34 110510 N 501981 0089 1,671.48 062811 Y 2502.0 0091 903.68 070411 N 501983 0092 2,932.49 070811 N 501984 0093 1,795.44 050411 N 501985 178 0020 645.83 E.W. @ F.A.(+) 081010 Y 1996.1 181 0005 5,972.91 E.W. @ F.A.(+) 110310 N 518105 0007 2,276.99 110410 N 518106 182 0018 2,575.25 E.W. @ F.A.(+) 091610 N 518212 183 0015 18,556.83 E.W. @ F.A.(+) 100310 N 518313 188 0010 1,515.33 E.W. @ F.A.(+) 020311 Y 2270.0 192 0001 891.43 E.W. @ F.A.(+) 011011 N 519201 0002 3,418.63 051311 N ED1350 197 0001 1,607.71 E.W. @ F.A.(+) 022611 N ED1210 0014 4,945.94 013111 N 2201.0 0016 259.48 040511 N 519710 0017 3,158.21 022611 N 519712 0018 422.68 033011 N 519713 0019 1,351.62 013011 N 519714 0020 598.93 040111 N 519715 0021 2,106.79 040211 N 519716 0022 304.06 040811 N 513914 0023 1,216.19 040411 N 519717 0024 241.22 012511 N 519718 0025 342.96 012611 N 519719 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 07/25/11 EST. NO.45 TIME 02:01 PM 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 --------------------------------------------------------------------------- 0026 287.95 012811 N 519720 0027 530.87 012711 N 519721 0028 588.97 033111 N 519722 0029 3,551.63 062311 N 519723 0030 638.08 071511 N 519724 202 0001 2,008.37 E.W. @ F.A.(+) 030311 N 520201 0002 1,523.62 030411 N 520202 0003 2,137.94 030711 N 520203 0004 7,181.35 030811 N 520204 0010 31,035.61 040511 N 520208 0011 1,606.90 042111 N ED1270 0012 17,062.17 030911 N 520209 0015 4,834.36 042111 N 520510 0016 114,633.12 042511 N 520211 0016-1 -114,633.12 042511 N 520211 DAO CORRECTING ENTRY 0019 4,076.86 031111 N 520205 0020 69,674.13 042511 N 681652 204 0001 932.37 E.W. @ F.A.(+) 031011 N 2255.0 0002 4,329.55 031711 N 2256.0 0003 1,314.71 031111 N 2258.0 0004 3,748.28 031411 N 2260.0 0005 2,291.79 030911 N 2254.0 205 0001 3,245.64 E.W. @ F.A.(+) 051211 Y 2399.0 0002 2,061.61 052511 N ED1360 0003 2,300.16 052611 N ED1370 0004 350.86 020211 N 2455.0 0005 350.86 020311 N 2456.0 0006 140.65 051211 Y 2399.1 0007 676.19 061411 Y 2490.0 0008 484.51 060811 Y 2491.0 0009 2,563.74 062011 N ED1390 0010 2,563.74 062111 N ED1400 0011 2,414.99 061411 N ED1410 0012 2,526.77 061511 N ED1420 0013 450.61 062411 Y 2504.0 0014 94,975.00 E.W. @ U.P (+) 062411 N PIS010 207 0001 2,018.50 E.W. @ F.A.(+) 030911 Y 2313.0 0002 500.79 031011 Y 2279.0 0003 13,666.25 030911 N 2275.0 0004 64.87 030911 N 2276.0 0005 3,017.11 031010 Y 2443.0 0006 169.53 031110 Y 2444.0 0007 167.60 090910 N 2446.0 0008 2,777.25 031010 N 2442.0 0009 1,638.37 041111 N 2447.0 0010 2,568.95 090710 N 2445.0 0011 361.77 030911 Y 2280.0 208 0001 2,263.45 E.W. @ F.A.(+) 092810 N 2080.0 0004 594.60 101910 N 2087.0 0005 1,612.22 092710 N 2079.0 0006 3,992.27 042811 N 2391.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 07/25/11 EST. NO.45 TIME 02:01 PM 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 --------------------------------------------------------------------------- 0007 1,812.76 042911 N 2392.0 0008 1,178.05 042611 N 2396.0 215 0003 2,272.60 E.W. @ F.A.(+) 042111 N 521501 0004 4,545.61 041911 N 521502 0005 3,843.06 042011 N 521503 0006 1,433.76 050511 N 521504 0007 950.33 061511 N 521505 0008 1,736.82 050911 N 521506 0010 2,372.88 050311 Y 2379.1 695,104.06 TOTAL THIS ESTIMATE 12,730,471.94 TOTAL PREVIOUS ESTIMATE 13,425,576.00 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 07/25/11 EST. NO.45 TIME 02:01 PM 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 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 LOCATION RERUN 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 0.026 481,000.00 0.924 17,094,000.00 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 1.000 7,500.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 450,000.0000 450,000.00 1.000 450,000.00 08 DEWATERING AND NON-STORM WATER LS 650,000.0000 650,000.00 1.000 650,000.00 DISCHARGE CONTROL 09 TEMPORARY SILT FENCE M 18.0000 32,400.00 18.290 329.22 9,296.270 167,332.86 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 14.000 10,500.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 330.0000 16,500.00 17.000 5,610.00 267.000 88,110.00 14 TEMPORARY HYDRAULIC MULCH M2 0.6500 27,625.00 154,975.200 100,733.88 (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 0.026 49,400.00 0.927 1,761,300.00 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 2.040 132.60 487.664 31,698.16 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 397,200.00 3,922.160 15,688.64 127,506.056 510,024.22 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 21.0000 10,710.00 963.000 20,223.00 S) 22 TEMPORARY PAVEMENT MARKER EA 6.0000 154,800.00 735.000 4,410.00 29,564.000 177,384.00 S) PROGRAM CAS145 PAGE 2 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 72,000.00 25 TEMPORARY RAILING (TYPE K) M 25.0000 1,130,000.00 749.800 18,745.00 46,303.590 1,157,589.75 S) 26 TEMPORARY CRASH CUSHION MODULE EA 450.0000 522,000.00 14.000 6,300.00 2,095.000 942,750.00 S) 27 TEMPORARY TRAFFIC SCREEN M 13.0000 587,600.00 243.830 3,169.79 34,558.340 449,258.42 S) 28 ABANDON CULVERT M 25.0000 66,500.00 66.860 1,671.50 1,474.000 36,850.00 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 30.480 1,066.80 1,726.980 60,444.30 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 1.000 500.00 1.000 500.00 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 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 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 92.860 10,864.62 700.378 81,944.23 46 REMOVE INLET EA 812.0000 19,488.00 5.000 4,060.00 33.000 26,796.00 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 11,216.350 173,853.43 PROGRAM CAS145 PAGE 3 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.530 169.83 820.320 91,055.52 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 11,221.700 403,981.20 218,050.350 7,849,812.60 PROGRAM CAS145 PAGE 4 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 360,600.00 600.000 45,000.00 4,500.300 337,522.50 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 10.610 106.10 353.370 3,533.70 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 462,375.00 685.000 462,375.00 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 438,750.00 650.000 438,750.00 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 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 1,950.00 147.000 2,205.00 164.000 2,460.00 S) 14 75 MM GALVANIZED STEEL PIPE M 75.0000 9,750.00 147.000 11,025.00 147.000 11,025.00 (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 2.000 8,000.00 2.000 8,000.00 S) 18 200 MM CORRUGATED HIGH DENSITY M 146.0000 71,540.00 80.000 11,680.00 462.400 67,510.40 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 1,012.147 65,789.56 28,983.697 1,883,940.31 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 803,000.00 310.156 17,058.58 13,009.546 715,525.03 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 5,859,000.00 650.880 58,579.20 71,484.070 6,433,566.30 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 3,584.550 71,691.00 AREA) PROGRAM CAS145 PAGE 6 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.180 270.00 29.130 43,695.00 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 1,847.000 1,015,850.00 F) 50 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 12,897,500.00 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 305,280.00 146.000 93,440.00 477.000 305,280.00 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 431,100.00 479.000 431,100.00 F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.160 38,780.00 439.058 768,351.50 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 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 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 74.000 25,160.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 4,672,086.00 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 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.580 78.30 30.030 4,054.05 (1.6 MM-UNFRAMED) 89 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 7,923.00 23.440 3,258.16 (2.0 MM-UNFRAMED) 90 FURNISH SINGLE SHEET ALUMINUM SIGN M2 171.0000 1,710.00 2.050 350.55 4.910 839.61 (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 -7.000 -32,725.00 59.750 279,331.25 S) CONCRETE PILE (SIGN FOUNDATION) 93 1524 MM CAST-IN-DRILLED-HOLE M 6,450.0000 335,400.00 8.000 51,600.00 67.000 432,150.00 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 41.000 14,350.00 97 ROADSIDE SIGN - TWO POST EA 725.0000 7,250.00 1.000 725.00 3.000 2,175.00 98 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 440.00 1.000 110.00 3.000 330.00 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 1,850,200.00 214.620 124,479.60 3,126.814 1,813,552.12 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 25.200 16,380.00 1,227.170 797,660.50 03 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 660.0000 330,000.00 13.400 8,844.00 297.160 196,125.60 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 84.620 71,927.00 609.020 517,667.00 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 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 24.000 96,000.00 76.000 304,000.00 (CLASS III) 22 JACKED 1200 MM REINFORCED CONCRETE PIPE M 5,000.0000 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 216,000.00 267.000 21,360.00 2,161.190 172,895.20 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 19.300 7,720.00 786.850 314,740.00 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 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.175 122.50 682.475 477,732.50 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 18.248 10,948.80 178.678 107,206.80 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 324,632.00 444.000 3,108.00 25,251.000 176,757.00 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 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 86,700.00 688.740 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 5.490 5,490.00 5.490 5,490.00 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 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 13.000 39,000.00 S) 82 CRASH CUSHION, SAND FILLED EA 8,500.0000 51,000.00 1.000 8,500.00 4.000 34,000.00 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 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 20.530 6,774.90 1,030.000 339,900.00 88 CONCRETE BARRIER (TYPE 60C) M 625.0000 1,225,000.00 20.600 12,875.00 1,958.140 1,223,837.50 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 1,050,000.00 123.000 103,320.00 804.500 675,780.00 91 CONCRETE BARRIER (TYPE 732 MODIFIED) M 240.0000 306,480.00 358.810 86,114.40 1,277.000 306,480.00 F) PROGRAM CAS145 PAGE 12 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 171,360.00 211.000 66,465.00 544.000 171,360.00 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 30.460 8,071.90 265.000 70,225.00 F) 95 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 21,000.00 76.740 3,837.00 398.578 19,928.90 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 59,200.00 2,225.650 4,117.45 14,609.830 27,028.19 S) 97 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4500 857.50 481.280 1,179.14 696.460 1,706.33 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2500 34,807.50 635.200 2,699.60 3,686.930 15,669.45 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 1,749.00 667.510 1,101.39 924.730 1,525.80 S) (BROKEN 5.18 M - 2.14 M) 02 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 120.00 91.440 182.88 151.180 302.36 S) (BROKEN 2.44 M - 1.22 M) 03 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 21,390.00 180.000 540.00 3,399.000 10,197.00 S) 04 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 35,880.00 537.000 3,222.00 2,933.000 17,598.00 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 0.026 19,760.00 0.948 720,480.00 S) 12 TRAFFIC OPERATIONS SYSTEM LS 800,000.0000 800,000.00 0.049 39,200.00 0.632 505,600.00 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 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.037 14,800.00 0.848 339,200.00 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 891,810.00 579.480 156,459.60 1,170.480 316,029.60 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 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:01 PM ESTIMATE NO. 45 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 07/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,284,771.65 118,562,715.36 ADJUSTMENT OF COMPENSATION 2,523.97 1,728,868.14 EXTRA WORK 692,580.09 11,696,707.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,979,875.71 131,988,291.36 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 2,979,875.71 143,988,291.36 MATERIALS ON HAND ON SITE 535,450.46 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -28,000.00 TOTAL 2,979,875.71 144,495,741.82 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 11/21/11 747 182 8 7 93% 90% PROGRESS IS SATISFACTORY BALALLO RAYMUNDO RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/11