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 05/23/11 EST. NO.43 TIME 02:58 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 0734 1,420.71 E.W. @ F.A.(+) 122910 N 501363 0735 425.40 122910 N 501364 0736 243.81 123110 N 501365 0744 249.14 011111 N 501370 0746 245.23 011911 N 501372 0747 183.93 011811 N 501373 0748 245.23 012111 N 501374 0749 183.93 012511 N 501375 0750 613.08 020311 N 501376 0753 365.83 010311 N 501379 0754 1,091.75 010311 N 501380 0757 271.53 012111 N 501383 0758 1,303.87 021011 N 501384 0759 1,494.57 013111 N 501385 0760 2,061.75 022811 N FWS590 0761 861.57 100810 N 501386 0762 574.56 111510 N 501387 0763 615.19 101110 N 501388 0764 176.40 061210 N 501389 0765 245.23 122710 N 501390 0766 243.81 120710 N 501391 0767 243.81 112910 N 501392 0768 1,859.75 022611 N 501393 0769 122.62 122810 N 501394 0770 199.74 020610 N 501395 0771 628.67 021010 N 501396 0773 1,281.78 020611 N 501399 0774 601.57 020611 N 501400 0775 924.89 100510 N 501401 0777 487.35 061110 N 501403 0779 2,221.67 110710 N 501404 0781 1,055.47 082710 N 501406 0782 469.36 093010 N 501407 0784 2,624.95 031210 N 501409 0785 574.56 110210 N 501410 0788 499.85 122910 N 501413 0789 219.38 012811 N 501414 0790 242.33 122110 N 501415 0791 190.54 012911 N 501416 0792 712.62 012511 N 510417 0794 1,276.82 120210 N 501419 0795 1,558.79 091710 N 501420 0796 681.54 120110 N 501421 0797 536.04 122210 N 501422 0802 722.52 030211 N 501427 0804 1,953.99 121910 N 501429 0807 308.19 030711 N 501432 0810 1,068.89 031111 Y 2247.0 0811 973.08 022711 Y 2248.0 0812 1,257.88 033011 N 2252.0 0813 347.87 033111 Y 2272.0 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 05/23/11 EST. NO.43 TIME 02:58 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 --------------------------------------------------------------------------- 0814 221.50 040611 Y 2314.0 0815 349.62 040511 Y 2315.0 0817 501.86 020910 N 501433 0818 245.23 011911 N 501434 0819 183.93 011811 N 501435 0820 245.23 012111 N 501436 0821 183.93 012511 N 501437 0822 245.23 020911 N 501438 0823 245.23 013111 N 501439 0824 249.14 010111 N 501440 0825 674.38 020311 N 501441 0826 839.86 021411 N 501442 0827 2,412.60 020111 N 501443 0828 365.83 010411 N 501444 0829 1,091.75 010311 N 501445 0830 4,959.30 042510 N 531-08 0832 122.62 040411 N 501447 0833 153.25 040111 N 501448 0834 198.51 040711 N 501449 0835 886.14 032211 N FWS620 0837 611.34 031611 N 501450 0838 166.08 032011 N 501451 0840 967.61 011011 N 501452 0844 1,115.63 021011 N 501456 0845 207.56 012111 N 531-07 0846 1,095.20 031111 N ED1260 0849 1,051.73 042511 Y 2338.0 0850 222.01 011911 Y 2199.0 0851 1,003.52 042511 N FWS630 0852 811.99 042011 N 519801 0853 308.29 042911 N 501458 0854 371.50 050611 Y 2374.0 0855 371.50 050511 Y 2376.0 0856 365.72 042811 N 501549 0857 489.04 042511 N 501460 0858 245.23 042711 N 501462 0859 326.63 042611 N 501461 0860 263.83 050411 N 501431 0864 430.80 012611 N 501465 0868 389.97 100810 N 501466 003 0078 860.01 E.W. @ F.A.(+) 031611 N 2241.0 0079 360.00 032811 N 2251.0 0080 3,266.79 031611 N 2318.0 0081 300.00 042511 N 2403.0 004 0032 662.50 E.W. @ F.A.(+) 042811 N 2369.0 0033 600.00 042811 N 2400.0 0034 600.00 042811 N 2402.0 010 0001 17,496.91 E.W. @ L.S.(+) 051111 N 2382.0 014 0001 -136,445.54 A.C. @ U.P.(-) 012211 N 001 0 020 0071 967.71 E.W. @ F.A.(+) 022311 N 517-31 0072 647.48 113010 N 517-32 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 05/23/11 EST. NO.43 TIME 02:58 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 --------------------------------------------------------------------------- 0073 643.14 120110 N 517-33 0074 242.58 062910 N 517-34 027 0009 1,443.04 E.W. @ F.A.(+) 042511 N 520-08 0010 1,428.70 080610 N 520-09 063 0008 6,443.72 E.W. @ F.A.(+) 082109 N 595-07 074 0064 1,581.89 E.W. @ F.A.(+) 120809 N 572-09 082 0011 5,178.84 E.W. @ F.A.(+) 062409 N 582-02 0012 4,989.50 061709 N 582-03 0013 9,600.28 061609 N 582-04 083 0011 4,545.98 E.W. @ U.P (+) 051311 N CHR005 094 0027 954.10 E.W. @ F.A.(+) 071210 N 594-04 096 0015 176.87 E.W. @ F.A.(+) 033109 N 596-04 0016 1,407.70 040309 N 596-05 0017 1,096.63 042409 N 596-06 098 0001 6,122.18 E.W. @ F.A.(+) 041609 N 598-01 0002 574.85 070209 N 598-02 0003 2,846.74 042709 N 598-03 0004 229.94 070109 N 598-04 0005 950.02 051209 N 598-05 0006 454.17 051409 N 598-06 0007 2,490.56 042909 N 598-07 0008 1,235.33 051209 N 598-08 0009 1,158.45 042209 N 598-09 0010 4,325.84 042109 N 598-10 0011 969.50 041509 N 598-11 100 0001 10,000.00 A.C. @ L.S.(+) 051810 N 1849.0 103 0008 3,898.71 E.W. @ F.A.(+) 060410 Y 1894.0 0009 2,011.45 060310 Y 1899.0 0010 1,114.81 060710 Y 1900.0 115 0005 11,178.09 E.W. @ L.S.(+) 011810 N 2370.0 116 0005 717.15 E.W. @ F.A.(+) 080609 N 539-06 0006 2,079.95 071609 N 539-04 0007 3,033.40 080709 N 539-07 0008 1,013.02 080309 N 539-08 0009 3,846.88 081709 N 539-09 118 0037 2,068.47 E.W. @ F.A.(+) 081009 N 510112 0038 494.45 102209 N 510113 0039 757.99 012910 N 510114 0040 1,508.98 102109 N 510115 0041 2,731.33 081409 N 510116 0044 3,742.16 091609 N 510119 0045 2,049.21 100409 N 510120 0048 2,100.69 091709 N 510123 0050 2,571.10 091709 N 510125 0052 3,987.92 091509 N 510127 0054 4,117.59 102609 N 510129 0055 2,574.44 111009 N 510130 0056 2,369.64 111109 N 510131 0057 1,172.45 091709 N 510132 0058 1,086.80 102209 N 510133 0059 776.59 112409 N 510134 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 05/23/11 EST. NO.43 TIME 02:58 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 --------------------------------------------------------------------------- 0061 4,542.26 031711 N 510136 0062 1,523.76 041111 N 510137 0063 1,280.47 081810 N 510138 0064 1,762.96 082010 N 510139 0065 3,347.81 081710 N 510140 120 0004 1,324.51 E.W. @ F.A.(+) 042011 N PF4110 136 0003 2,092.99 E.W. @ F.A.(+) 022510 N 513604 137 0006 852.38 E.W. @ F.A.(+) 100710 N 514410 138 0003 1,517.50 E.W. @ F.A.(+) 022811 N 5138-2 150 0001 11,988.24 E.W. @ F.A.(+) 020911 N 515001 0002 1,778.16 092710 N 515002 0003 473.56 030111 N 515003 0004 10,633.57 030111 N 515004 0005 354.59 020811 N 515005 0006 10,751.69 021111 N 515006 0008 219.96 022811 N 515008 151 0019 4,753.99 E.W. @ F.A.(+) 040711 N 2387.0 157 0014 344.32 A.C. @ F.A.(+) 032610 N 1784 0 160 0006 1,210.48 E.W. @ F.A.(+) 041811 N ED1290 0007 1,624.00 042011 N 516003 169 0060 4,440.40 E.W. @ F.A.(+) 092210 N 516948 0074 1,030.27 032511 N 516962 0075 1,161.59 030111 N 516963 0076 1,346.50 101210 N 516964 0080 2,272.61 032011 N 516968 0082 941.41 021411 N 516970 0083 725.11 021611 N 516971 0084 828.11 021910 N 516972 0085 824.50 021811 N 516973 0088 1,368.22 030611 N 516976 0090 5,271.00 032111 N 516979 0091 2,362.50 041811 N 516980 0092 850.50 041811 N 516981 0093 787.50 042511 N 516982 0094 2,698.74 042911 N 516983 0095 527.00 033111 N 516984 0096 1,562.96 032111 N 516985 0097 1,142.84 032311 N 516986 0098 824.93 032911 N 516987 0099 1,373.48 041211 N 516988 0100 491.60 050511 N 516989 0101 1,620.15 042311 N 516991 0102 303.64 030911 N 516992 0103 523.20 030411 N 516993 0104 574.57 021711 N 516994 0105 602.20 042811 N 516995 0106 838.52 122810 N 516996 0107 711.42 011811 N 516997 175 0001 9,040.15 E.W. @ F.A.(+) 020511 N 517501 0004 2,840.09 010711 N 517504 0006 1,441.74 010611 N 517506 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 05/23/11 EST. NO.43 TIME 02:58 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 --------------------------------------------------------------------------- 0010 5,308.12 010711 N 517510 0011 14,515.73 010811 N 517511 0012 9,024.37 020511 N 517512 0014 3,549.42 110310 N 517514 0023 9,171.06 020511 N 517523 0025 14,635.78 010811 N 517525 0026 3,578.53 121310 N 517526 0027 5,452.05 010711 N 517527 0028 5,967.10 120110 N 517528 0029 9,961.06 011011 N 517529 0031 10,503.08 113010 N 517524 177 0004 2,176.27 E.W. @ F.A.(+) 041411 Y 2377.0 0005 2,188.83 090710 N 510902 0006 2,871.65 080210 N 510903 0007 3,934.77 090310 N 510904 0009 2,648.96 100410 N 510906 0010 437.43 100810 N 510907 0011 1,410.71 110110 N 510908 0012 1,410.71 110110 N 510909 0013 1,933.91 121310 N 510910 0014 3,388.19 121410 N 510911 0015 930.57 121010 N 510912 0016 3,691.84 120910 N 510913 178 0017 1,061.50 E.W. @ F.A.(+) 081310 Y 1993.1 0018 693.26 042711 N VAN040 182 0002 2,531.14 E.W. @ F.A.(+) 073010 N 518201 0003 3,427.12 080210 N 518202 0004 332.78 100410 N 518203 0005 1,081.54 100510 N 518204 0006 1,229.18 100610 N 518205 0008 213.28 020711 Y 2249.0 0009 589.82 020711 Y 2250.0 0010 971.99 020811 Y 2267.0 0011 528.03 020711 Y 2268.0 188 0006 679.74 E.W. @ F.A.(+) 011811 Y 2269.0 0007 270.56 011211 Y 2271.0 193 0004 2,503.63 E.W. @ F.A.(+) 030211 N 2233.0 0005 546.55 020211 N 2234.0 0007 1,933.56 031311 N 2228.0 194 0001 1,049.42 E.W. @ F.A.(+) 012811 N 2197.0 0002 1,231.64 012711 N 2198.0 0004 5,011.71 020111 N 2202.0 0005 2,872.66 020811 N 2237.0 0006 130,000.00 040411 N 2337.0 197 0002 665.16 E.W. @ F.A.(+) 022811 Y 2246.0 0003 381.94 020511 N 519701 0004 1,375.00 022811 Y 2312.0 0005 17,903.48 020611 N 519702 0005-1 -17,903.48 020611 N 519702 DAO CORRECTING ENTRY 0006 758.04 040711 N 519703 0007 1,831.52 040511 N 519705 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 6 DATE 05/23/11 EST. NO.43 TIME 02:58 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 --------------------------------------------------------------------------- 0008 8,156.30 121310 N 519706 0009 2,188.94 040611 N 519707 0010 5,057.67 032911 N 519708 200 0001 21,141.66 E.W. @ F.A.(+) 070910 Y 1935.0 201 0004 1,372.98 E.W. @ F.A.(+) 050411 N 520104 203 0001 60,900.00 E.W. @ L.S.(+) 031211 N 2238.0 214 0001 5,250.00 E.W. @ L.S.(+) 051011 N 2373.0 587,796.15 TOTAL THIS ESTIMATE 11,622,111.70 TOTAL PREVIOUS ESTIMATE 12,209,907.85 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 05/23/11 EST. NO.43 TIME 02:58 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 2,000.00 0.00 TOTAL DEDUCTIONS 2,000.00 -28,000.00 PROGRAM CAS145 PAGE 1 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 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 0.027 499,500.00 0.876 16,206,000.00 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 0.750 5,625.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 450,000.0000 450,000.00 0.017 7,650.00 0.996 448,200.00 08 DEWATERING AND NON-STORM WATER LS 650,000.0000 650,000.00 0.027 17,550.00 0.982 638,300.00 DISCHARGE CONTROL 09 TEMPORARY SILT FENCE M 18.0000 32,400.00 143.260 2,578.68 9,247.500 166,455.00 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 13.000 9,750.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 330.0000 16,500.00 11.000 3,630.00 250.000 82,500.00 14 TEMPORARY HYDRAULIC MULCH M2 0.6500 27,625.00 154,973.200 100,732.58 (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 0.039 74,100.00 0.876 1,664,400.00 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 3,896.870 15,587.48 118,921.626 475,686.50 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 21.0000 10,710.00 963.000 20,223.00 S) 22 TEMPORARY PAVEMENT MARKER EA 6.0000 154,800.00 740.000 4,440.00 27,778.000 166,668.00 S) PROGRAM CAS145 PAGE 2 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.900 70,200.00 25 TEMPORARY RAILING (TYPE K) M 25.0000 1,130,000.00 1,456.730 36,418.25 44,023.710 1,100,592.75 S) 26 TEMPORARY CRASH CUSHION MODULE EA 450.0000 522,000.00 30.000 13,500.00 2,050.000 922,500.00 S) 27 TEMPORARY TRAFFIC SCREEN M 13.0000 587,600.00 109.730 1,426.49 33,400.110 434,201.43 S) 28 ABANDON CULVERT M 25.0000 66,500.00 179.300 4,482.50 1,407.140 35,178.50 29 ABANDON INLET EA 850.0000 52,700.00 4.000 3,400.00 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 159,600.00 344.420 4,133.04 10,564.070 126,768.84 STRIPE 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 75,200.00 1,789.460 7,157.84 24,547.055 98,188.22 40 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 13,500.00 29.360 880.80 226.070 6,782.10 41 REMOVE PAVEMENT MARKER EA 2.0000 21,600.00 275.000 550.00 14,033.000 28,066.00 42 REMOVE ROADSIDE SIGN EA 125.0000 14,375.00 1.000 125.00 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 27.000 21,924.00 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 255,750.00 803.590 12,455.65 10,419.750 161,506.13 PROGRAM CAS145 PAGE 3 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 4,500.00 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 32,500.00 130.000 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 48.770 2,145.88 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 0.500 25,000.00 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 2,456.190 88,422.84 205,905.650 7,412,603.40 PROGRAM CAS145 PAGE 4 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 366,750.00 224.110 33,616.50 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 360,600.00 229.000 17,175.00 3,587.300 269,047.50 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 29.000 290.00 342.760 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 462,375.00 675.000 455,625.00 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 438,750.00 328.000 221,400.00 600.000 405,000.00 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 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 24.760 8,666.00 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 18.300 457.50 303.400 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 30.000 4,380.00 382.400 55,830.40 S) POLYETHYLENE PIPE CONDUIT 19 450 MM CORRUGATED HIGH DENSITY M 140.0000 4,620.00 18.000 2,520.00 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 1,274.290 82,828.85 27,896.910 1,813,299.15 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 803,000.00 187.530 10,314.15 11,809.920 649,545.60 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 2,652.590 238,733.10 68,982.420 6,208,417.80 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 20.000 400.00 3,436.550 68,731.00 AREA) PROGRAM CAS145 PAGE 6 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.810 5,715.00 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 1,846.400 1,015,520.00 F) 50 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 12,897,500.00 272.000 299,200.00 11,181.950 12,300,145.00 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 96.000 61,440.00 331.000 211,840.00 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 431,100.00 403.000 362,700.00 F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.550 11,462.50 395.838 692,716.50 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 4,729.480 402,005.80 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 0.000 0.00 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 16.000 5,440.00 59.200 20,128.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 4,672,086.00 60,292.000 120,584.00 2,262,572.590 4,525,145.18 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 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 72,204.00 208.170 27,478.44 392.520 51,812.64 87 FURNISH LAMINATED PANEL SIGN M2 185.0000 13,690.00 73.450 13,588.25 73.450 13,588.25 (25.4 MM-TYPE A) 88 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 6,075.00 0.670 90.45 25.690 3,468.15 (1.6 MM-UNFRAMED) 89 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 7,923.00 5.040 700.56 21.580 2,999.62 (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 52.750 246,606.25 S) CONCRETE PILE (SIGN FOUNDATION) 93 1524 MM CAST-IN-DRILLED-HOLE M 6,450.0000 335,400.00 50.800 327,660.00 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 4.000 1,400.00 36.000 12,600.00 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 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 36.580 21,216.40 2,873.394 1,666,568.52 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 680,000.00 505.870 429,989.50 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 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 36.000 144,000.00 (CLASS III) 22 JACKED 1200 MM REINFORCED CONCRETE PIPE M 5,000.0000 200,000.00 0.000 0.00 (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 44.000 17,600.00 767.550 307,020.00 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 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 43.960 30,772.00 681.490 477,043.00 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 168,000.00 149.980 89,988.00 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 24,659.000 172,613.00 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 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 19.050 1,619.25 532.740 45,282.90 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 1.000 4,200.00 11.000 46,200.00 S) 79 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 25,000.00 1.000 1,000.00 15.000 15,000.00 S) 80 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 1.000 3,000.00 8.000 24,000.00 S) 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 87,000.00 11.000 33,000.00 S) 82 CRASH CUSHION, SAND FILLED EA 8,500.0000 51,000.00 1.000 8,500.00 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 0.000 0.00 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 79.240 66,561.60 633.740 532,341.60 91 CONCRETE BARRIER (TYPE 732 MODIFIED) M 240.0000 306,480.00 12.190 2,925.60 918.190 220,365.60 F) PROGRAM CAS145 PAGE 12 DATE 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,000.00 160.210 8,010.50 321.838 16,091.90 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 59,200.00 3,322.620 6,146.85 12,384.180 22,910.73 S) 97 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4500 857.50 215.180 527.19 215.180 527.19 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2500 34,807.50 1,267.960 5,388.83 3,051.730 12,969.85 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 18,120.00 304.190 1,216.76 1,778.540 7,114.16 S) (BROKEN 3.66 M - 0.92 M) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 156.75 155.450 256.49 155.450 256.49 S) (BROKEN 1.83 M - 0.30 M) 01 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 1,749.00 122.220 201.66 257.220 424.41 S) (BROKEN 5.18 M - 2.14 M) 02 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 120.00 59.740 119.48 59.740 119.48 S) (BROKEN 2.44 M - 1.22 M) 03 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 21,390.00 1,460.000 4,380.00 3,219.000 9,657.00 S) 04 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 35,880.00 727.000 4,362.00 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 0.003 2,280.00 0.922 700,720.00 S) 12 TRAFFIC OPERATIONS SYSTEM LS 800,000.0000 800,000.00 0.003 2,400.00 0.549 439,200.00 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 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 891,810.00 296.000 79,920.00 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 05/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 02:58 PM ESTIMATE NO. 43 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 05/20/11 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 05/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,215,833.36 113,817,946.33 ADJUSTMENT OF COMPENSATION -126,101.22 1,715,837.78 EXTRA WORK 713,897.37 10,494,070.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,803,629.51 126,027,854.18 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 2,803,629.51 138,027,854.18 MATERIALS ON HAND ON SITE 569,238.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 2,000.00 -28,000.00 TOTAL 2,805,629.51 138,569,092.47 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 11/21/11 706 182 8 7 90% 85% PROGRESS IS SATISFACTORY BALALLO RAYMUNDO RESIDENT ENGINEER PROGRAM CAS145 DATE 05/23/11