PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/22/10 EST. NO.37 TIME 07:58 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0574 119.38 E.W. @ F.A.(+) 050310 N 501281 0584 2,294.57 051910 N 501291 0601 477.51 050510 N 501298 0602 477.51 050610 N 501299 0603 716.28 050710 N 519300 0606 384.97 022810 N RBI104 0612 120.09 052410 N 501306 0647 1,081.26 092810 N RBI106 0648 283.81 090110 Y 2045.0 0649 305.64 082710 Y 2046.0 0650 470.15 093010 Y 2048.0 0651 472.05 092910 Y 2049.0 0652 347.87 091710 Y 2052.0 0653 342.03 091710 Y 2053.0 0654 4,302.92 100110 N FWS450 0655 682.82 100210 N FWS460 0656 473.37 090910 Y 2018.0 0657 315.84 092310 Y 2060.0 0658 283.81 091610 Y 2061.0 0659 251.78 091610 Y 2062.0 0660 347.87 092210 Y 2063.0 0661 122.25 092210 Y 2064.0 0662 342.03 091510 Y 2065.0 0663 329.63 092110 Y 2066.0 0664 4,042.98 090210 N SSS-33 0665 1,916.01 090810 N SSS-34 0666 4,378.09 091310 N SSS-35 0667 3,286.08 100810 N FWS470 0668 1,131.32 101110 N RBI108 0669 920.63 101210 N RBI109 0670 389.70 101910 Y 2088.0 0671 548.92 101510 Y 2089.0 0672 661.65 100710 Y 2090.0 0673 6,759.45 092810 N SSS-36 0674 395.10 101210 N SSS-37 0675 4,953.05 101110 N SSS-38 0676 7,500.85 102510 N SSS-39 0677 893.79 110810 N RBI110 0678 705.55 082710 N RB1030 003 0069 300.00 E.W. @ F.A.(+) 102810 N 2106.0 063 0007 7,925.97 E.W. @ F.A.(+) 050909 N VAN001 087 0012 1,731.87 E.W. @ F.A.(+) 092210 N 2075.0 108 0024 2,656.94 E.W. @ F.A.(+) 061010 Y 1908.1 109 0004 216.02 E.W. @ L.S.(+) 110210 N 1397.1 138 0001 194.74 E.W. @ F.A.(+) 041610 N FWS340 142 0003 17,197.35 E.W. @ L.S.(+) 083010 N PIS-02 145 0008 19,527.57 E.W. @ F.A.(+) 012310 N 5144-6 149 0001 4,743.22 A.C. @ L.S.(+) 051810 N 1850.0 0002 10,369.68 051810 N 1851.0 156 0001 2,193.04 E.W. @ F.A.(+) 081110 N 2000.0 0002 4,592.60 081310 N 2001.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/22/10 EST. NO.37 TIME 07:58 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0003 6,096.51 081210 N 2002.0 0004 11,957.97 081710 N 2041.0 0005 9,073.05 081810 N 2042.0 0006 6,594.12 081910 N 2043.0 0007 8,112.36 081610 N 2044.0 0008 4,040.32 090310 N 2022.0 0009 4,762.47 090210 N 2023.0 0010 8,354.66 090810 N 2025.0 0011 8,460.20 091010 N 2026.0 0012 8,623.36 090910 N 2027.0 0013 5,747.35 090710 N 2028.0 0014 679.31 081710 N 1995.0 0015 4,344.82 090110 N 2024.0 0016 7,384.71 091310 N 2054.0 0017 5,038.93 091410 N 2055.0 0018 742.06 091610 N 2057.0 0019 8,031.82 091610 N 2058.0 0020 2,534.46 091710 N 2059.0 0021 7,840.50 091510 N 2056.0 157 0001 2,964.58 A.C. @ F.A.(+) 032610 N RBI-93 0003 794.42 040910 N MBI-10 0008 2,135.08 032710 N 515705 0010 1,471.28 032610 N 515707 0011 7,012.37 032710 N 515708 0012 1,240.70 032710 N 515709 0013 9,252.22 032810 N 515710 159 0001 1,474.56 E.W. @ F.A.(+) 050710 N FWS370 0002 1,050.83 050610 N CHR010 169 0001 2,835.00 E.W. @ F.A.(+) 091410 N 516901 171 0002 706.27 E.W. @ F.A.(+) 080610 N RBI105 274,833.90 TOTAL THIS ESTIMATE 9,792,092.19 TOTAL PREVIOUS ESTIMATE 10,066,926.09 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/22/10 EST. NO.37 TIME 07:58 AM R.E. NAME: BALALLO RAYMUNDO 04-016014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE REOPENING -14,400.00 05 LABOR COMPLIANCE -32,031.95 06 LATE REOPENING 14,400.00 06 ADD FOR PREVIOUS DED 27,803.55 09 LABOR COMPLIANCE -10,000.00 18 LABOR COMPLIANCE 11,928.40 21 LABOR COMPLIANCE 2,300.00 25 LABOR COMPLIANCE -6,000.00 28 LABOR COMPLIANCE 6,000.00 29 LATE REOPENING -28,000.00 31 MISSING PAY ROLLS -6,000.00 37 -6,000.00 -34,000.00 TOTAL DEDUCTIONS -6,000.00 -34,000.00 PROGRAM CAS145 PAGE 1 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 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 0.026 481,000.00 0.767 14,189,500.00 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 0.025 11,250.00 0.897 403,650.00 08 DEWATERING AND NON-STORM WATER LS 650,000.0000 650,000.00 0.025 16,250.00 0.873 567,450.00 DISCHARGE CONTROL 09 TEMPORARY SILT FENCE M 18.0000 32,400.00 161.550 2,907.90 8,442.220 151,959.96 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 1.000 5,000.00 48.000 240,000.00 12 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 1.000 750.00 11.000 8,250.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 330.0000 16,500.00 5.000 1,650.00 197.000 65,010.00 14 TEMPORARY HYDRAULIC MULCH M2 0.6500 27,625.00 14,168.000 9,209.20 130,732.550 84,976.16 (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 0.104 197,600.00 0.767 1,457,300.00 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 18,850.00 342.404 22,256.26 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 397,200.00 101,352.986 405,411.94 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 21.0000 10,710.00 30.000 630.00 927.000 19,467.00 S) 22 TEMPORARY PAVEMENT MARKER EA 6.0000 154,800.00 24,420.000 146,520.00 S) PROGRAM CAS145 PAGE 2 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 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 3.400 61,200.00 25 TEMPORARY RAILING (TYPE K) M 25.0000 1,130,000.00 38,196.190 954,904.75 S) 26 TEMPORARY CRASH CUSHION MODULE EA 450.0000 522,000.00 16.000 7,200.00 1,835.000 825,750.00 S) 27 TEMPORARY TRAFFIC SCREEN M 13.0000 587,600.00 30,150.910 391,961.83 S) 28 ABANDON CULVERT M 25.0000 66,500.00 1,109.470 27,736.75 29 ABANDON INLET EA 850.0000 52,700.00 26.000 22,100.00 30 ABANDON MANHOLE EA 1,630.0000 1,630.00 1.000 1,630.00 31 ABANDON SEWER M 70.0000 19,600.00 280.000 19,600.00 32 ABANDON WATER M 42.0000 23,520.00 335.000 14,070.00 33 REMOVE FENCE M 15.0000 2,250.00 522.540 7,838.10 34 REMOVE CHAIN LINK FENCE M 15.0000 12,000.00 1,257.800 18,867.00 35 REMOVE METAL BEAM GUARD RAILING M 35.0000 60,550.00 1,696.500 59,377.50 S) 36 REMOVE THRIE BEAM BARRIER M 42.0000 15,120.00 321.860 13,518.12 S) 37 REMOVE FLARED END SECTION EA 500.0000 500.00 0.000 0.00 38 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 12.0000 159,600.00 10,219.650 122,635.80 STRIPE 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 75,200.00 22,614.955 90,459.82 40 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 13,500.00 184.820 5,544.60 41 REMOVE PAVEMENT MARKER EA 2.0000 21,600.00 13,560.000 27,120.00 42 REMOVE ROADSIDE SIGN EA 125.0000 14,375.00 50.000 6,250.00 43 REMOVE SIGN STRUCTURE EA 4,600.0000 59,800.00 8.000 36,800.00 S) 44 REMOVE BRIDGE MOUNTED SIGN EA 4,060.0000 24,360.00 5.000 20,300.00 S) 45 REMOVE CULVERT M 117.0000 38,610.00 15.240 1,783.08 607.518 71,079.61 46 REMOVE INLET EA 812.0000 19,488.00 1.000 812.00 26.000 21,112.00 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 7,122.130 110,393.02 PROGRAM CAS145 PAGE 3 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 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 13.000 19,500.00 54 MODIFY INLET EA 2,500.0000 60,000.00 8.000 20,000.00 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 0.000 0.00 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 14.700 1,808.10 256.520 31,551.96 59 REMOVE CELLULAR CONCRETE M3 250.0000 32,500.00 0.000 0.00 60 REMOVE CONCRETE CURB M3 111.0000 21,090.00 15.800 1,753.80 818.790 90,885.69 61 REMOVE CONCRETE BARRIER M 44.0000 102,080.00 3,493.830 153,728.52 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 0.000 0.00 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 0.000 0.00 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 0.025 618.75 0.876 21,681.00 76 ROADWAY EXCAVATION M3 36.0000 5,220,000.00 6,602.300 237,682.80 188,390.960 6,782,074.56 PROGRAM CAS145 PAGE 4 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 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 1,940.890 291,133.50 F) 81 STRUCTURE EXCAVATION (TYPE D) M3 300.0000 1,030,200.00 3,356.590 1,006,977.00 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 2,610.000 195,750.00 F) 84 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 512,400.00 3,134.700 250,776.00 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 2,926.300 219,472.50 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 27.000 2,430.00 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 5,200.00 280.290 2,802.90 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 462,375.00 660.000 445,500.00 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 0.000 0.00 F) 98 EARTH RETAINING STRUCTURE, LOCATION D M2 675.0000 219,375.00 0.000 0.00 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 4,994.430 374,582.25 02 SETTLEMENT INSTRUMENTATION LS 175,000.0000 175,000.00 0.700 122,500.00 03 GROUND IMPROVEMENT M3 190.0000 2,565,000.00 5,635.000 1,070,650.00 PROGRAM CAS145 PAGE 5 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 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 2.400 1,320.00 7.140 3,927.00 S) 06 FIBER (EROSION CONTROL) KG 1.0000 3,200.00 384.000 384.00 1,142.200 1,142.20 S) 07 FIBER ROLLS M 13.0000 101,400.00 1,602.000 20,826.00 3,631.820 47,213.66 S) 08 COMPOST (EROSION CONTROL) M3 350.0000 28,000.00 4.800 1,680.00 23.760 8,316.00 S) 09 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,000.00 2.000 1,500.00 S) 10 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 46,800.00 28.340 3,684.20 111.280 14,466.40 S) 11 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,420.00 84.000 168.00 249.900 499.80 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 14,500.00 225.100 5,627.50 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 20.000 2,920.00 242.000 35,332.00 S) POLYETHYLENE PIPE CONDUIT 19 450 MM CORRUGATED HIGH DENSITY M 140.0000 4,620.00 8.230 1,152.20 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 -225.240 -14,640.60 22,859.940 1,485,896.10 22 CLASS 2 AGGREGATE BASE M3 75.0000 304,500.00 1,532.909 114,968.18 23 CLASS 3 AGGREGATE BASE M3 55.0000 803,000.00 261.800 14,399.00 10,496.690 577,317.95 24 LEAN CONCRETE BASE M3 400.0000 3,676,000.00 410.000 164,000.00 6,491.620 2,596,648.00 25 ASPHALT TREATED PERMEABLE BASE M3 225.0000 465,750.00 1,184.440 266,499.00 26 ASPHALT CONCRETE (TYPE A) TONN 90.0000 5,859,000.00 60,388.500 5,434,965.00 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 660,100.00 375.210 30,767.22 8,421.120 690,531.84 29 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 131,400.00 3,184.750 63,695.00 AREA) PROGRAM CAS145 PAGE 6 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 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 22.740 34,110.00 35 CONCRETE PAVEMENT M3 385.0000 2,498,650.00 5,915.700 2,277,544.50 36 SEAL PAVEMENT JOINT M 20.0000 266,000.00 7,762.900 155,258.00 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 626,000.00 455.000 455,000.00 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 0.803 321,200.00 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 52.000 28,600.00 1,727.990 950,394.50 F) 50 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 12,897,500.00 440.000 484,000.00 10,310.550 11,341,605.00 F) 51 STRUCTURAL CONCRETE, RETAINING WALL M3 950.0000 3,521,650.00 46.000 43,700.00 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 51.370 45,205.60 720.000 633,600.00 F) 54 STRUCTURAL CONCRETE, BARRIER SLAB M3 640.0000 305,280.00 235.000 150,400.00 F) 55 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 48,000.00 23.400 35,100.00 F) (TYPE EQ) 56 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 431,100.00 218.000 196,200.00 F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 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 17.480 30,590.00 364.408 637,714.00 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 21.500 17,200.00 S) 73 JOINT SEAL ASSEMBLY (MR 100 MM) M 875.0000 60,375.00 39.300 34,387.50 S) 74 JOINT SEAL (MR 50 MM) M 340.0000 41,820.00 43.200 14,688.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 4,672,086.00 143,979.000 287,958.00 2,055,128.460 4,110,256.92 SF) 76 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 1,859,258.00 1,835.000 3,670.00 929,629.000 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 1,326.000 3,315.00 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 0.000 0.00 F) WITH WALKWAY) 83 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 7.0000 46,592.00 0.000 0.00 SF)WITH WALKWAY) PROGRAM CAS145 PAGE 8 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 1,369,800.00 62,065.000 558,585.00 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 152,200.00 62,065.000 62,065.00 SF) 86 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 132.0000 72,204.00 184.350 24,334.20 87 FURNISH LAMINATED PANEL SIGN M2 185.0000 13,690.00 0.000 0.00 (25.4 MM-TYPE A) 88 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 6,075.00 13.890 1,875.15 (1.6 MM-UNFRAMED) 89 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 7,923.00 13.670 1,900.13 (2.0 MM-UNFRAMED) 90 FURNISH SINGLE SHEET ALUMINUM SIGN M2 171.0000 1,710.00 0.000 0.00 (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 43.750 204,531.25 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 0.000 0.00 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 22.000 7,700.00 97 ROADSIDE SIGN - TWO POST EA 725.0000 7,250.00 0.000 0.00 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 16.800 9,744.00 2,621.936 1,520,722.88 01 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 590.0000 135,700.00 99.100 58,469.00 02 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 650.0000 871,000.00 1,062.380 690,547.00 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 19.850 18,857.50 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 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 30.480 6,096.00 107.430 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 2,975.230 104,133.05 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 77,601.010 776,010.10 30 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 75.0000 1,275,000.00 12,388.220 929,116.50 31 150 MM ALTERNATIVE PIPE UNDERDRAIN M 55.0000 123,750.00 1,796.930 98,831.15 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 388,000.00 475.490 190,196.00 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 13.400 4,824.00 52.900 19,044.00 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 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 4.200 2,940.00 510.120 357,084.00 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 65.090 39,054.00 52 DRAINAGE PUMPING EQUIPMENT LS 260,000.0000 260,000.00 0.000 0.00 S) 53 PUMPING PLANT ELECTRICAL EQUIPMENT LS 200,000.0000 200,000.00 0.769 153,800.00 0.769 153,800.00 S) 54 MISCELLANEOUS IRON AND STEEL KG 7.0000 324,632.00 148.000 1,036.00 23,179.000 162,253.00 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 1,305.000 19,575.00 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 7,000.000 70,000.00 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 90.00 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 86,700.00 460.290 39,124.65 S) 72 CHAIN LINK RAILING (TYPE 7) M 150.0000 89,250.00 901.250 135,187.50 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 103,880.00 139.000 68,110.00 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 8.000 33,600.00 S) 79 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 25,000.00 12.000 12,000.00 S) 80 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 5.000 15,000.00 S) 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 87,000.00 10.000 30,000.00 S) 82 CRASH CUSHION, SAND FILLED EA 8,500.0000 51,000.00 1.000 8,500.00 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 277,200.00 354.020 116,826.60 88 CONCRETE BARRIER (TYPE 60C) M 625.0000 1,225,000.00 1,523.600 952,250.00 89 CONCRETE BARRIER (TYPE 60D) M 172.0000 375,648.00 1,588.300 273,187.60 F) 90 CONCRETE BARRIER (TYPE 60E) M 840.0000 1,050,000.00 159.500 133,980.00 91 CONCRETE BARRIER (TYPE 732 MODIFIED) M 240.0000 306,480.00 713.300 171,192.00 F) PROGRAM CAS145 PAGE 12 DATE 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 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 21,000.00 161.628 8,081.40 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 59,200.00 1,455.020 2,691.79 S) 97 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4500 857.50 0.000 0.00 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2500 34,807.50 659.400 2,802.45 S) 99 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 18,120.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 00 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 156.75 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 01 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6500 1,749.00 135.000 222.75 S) (BROKEN 5.18 M - 2.14 M) 02 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 120.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 03 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 21,390.00 627.000 1,881.00 S) 04 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 35,880.00 569.000 3,414.00 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 0.041 5,740.00 0.970 135,800.00 S) 07 SIGNAL AND LIGHTING (LOCATION 3) LS 200,000.0000 200,000.00 0.856 171,200.00 S) 08 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 180,000.0000 180,000.00 0.059 10,620.00 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 0.686 137,200.00 S) (STAGE CONSTRUCTION) 11 LIGHTING AND SIGN ILLUMINATION LS 760,000.0000 760,000.00 0.002 1,520.00 0.798 606,480.00 S) 12 TRAFFIC OPERATIONS SYSTEM LS 800,000.0000 800,000.00 0.402 321,600.00 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 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 0.797 318,800.00 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 0.000 0.00 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 0.000 0.00 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 11/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:58 AM ESTIMATE NO. 37 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 11/20/10 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 11/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,350,577.05 100,383,445.82 ADJUSTMENT OF COMPENSATION 39,983.55 1,561,580.12 EXTRA WORK 234,850.35 8,505,345.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,625,410.95 110,450,371.91 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 2,625,410.95 122,450,371.91 MATERIALS ON HAND ON SITE 1,747,128.97 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -6,000.00 -34,000.00 TOTAL 2,619,410.95 124,163,500.88 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 09/29/11 615 147 8 7 82% 74% PROGRESS IS SATISFACTORY BALALLO RAYMUNDO RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 11/22/10