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 07/19/08 EST. NO.09 TIME 07:36 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 0098 259.60 E.W. @ F.A.(+) 050508 N 501-46 0099 1,052.62 043008 N 501-48 0100 1,276.31 030508 N 501-50 0101 661.75 051308 N 501-51 0102 237.18 033108 N 501-52 0103 117.53 060408 N 501-53 0104 412.49 060308 N 501-54 005 0057 105.90 E.W. @ F.A.(+) 012508 N 502-23 0058 211.81 013008 N 502-24 0063 1,591.04 032808 N 502-29 0066 1,369.99 032408 Y 0177.0 0068 729.93 031908 N 0179.0 0069 1,016.26 042608 N RBI-45 0071 1,144.00 032808 N 502-30 0072 1,848.00 012808 N 502-31 0073 227.82 042508 N 502-32 0089 1,476.73 030208 N RBI-41 008 0005 5,439.20 E.W. @ U.P (+) 031008 N SSS-20 0012 9,216.96 040808 N SSS4R2 0013 9,216.96 031308 N SSS3R2 0014 1,110.54 052808 N RBI501 009 0001 48,000.00 E.W. @ L.S.(+) 060908 N 0246.0 013 0025 2,941.79 E.W. @ F.A.(+) 041408 N HBI2R1 0026 385.05 041708 N HBI1B9 015 0047 1,686.15 E.W. @ F.A.(+) 030608 N 519-10 0048 406.51 051308 N 507-50 0049 1,829.53 020408 N 508-25 0050 1,972.13 020608 N 515-10 016 0001 1,341.83 E.W. @ F.A.(+) 012308 N 511-10 0002 614.53 012508 N 512-10 0003 549.27 012808 N 513-10 0004 1,279.18 012908 N 513-20 0005 305.50 012908 N 511-20 0006 1,230.88 012908 N 512-20 0007 450.96 013008 N 513-30 0008 956.90 013008 N 513-40 0009 487.03 013008 N 511-30 0010 411.03 030508 N 511-40 0011 1,614.94 010408 N 513-50 0012 2,238.14 020608 N 515-10 027 0001 7,110.84 E.W. @ F.A.(+) 031808 N 520-10 0002 978.23 031308 N 521-10 0003 6,009.96 031908 N 520-20 0004 5,656.25 032508 N 520-30 0005 5,073.39 032608 N 520-40 0006 2,919.24 032808 N 520-50 0007 5,424.85 033108 N 520-60 0008 20,782.29 031808 N 520-70 033 0001 47,801.50 E.W. @ F.A.(+) 032008 N 522-10 0002 502.49 032008 N 523-10 0003 207.87 032108 N 523-20 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 07/19/08 EST. NO.09 TIME 07:36 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 --------------------------------------------------------------------------- 0004 1,051.94 032208 N 523-30 0005 1,639.04 032408 N 523-40 0006 239.33 032408 N 523-50 0007 33,661.40 032108 N 522-20 0008 18,644.40 032208 N 522-30 0009 902.29 040808 N 522-40 0010 8,116.56 032408 N 522-50 0015 22,076.64 032508 N 5243R1 296,222.48 TOTAL THIS ESTIMATE 945,524.42 TOTAL PREVIOUS ESTIMATE 1,241,746.90 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 07/19/08 EST. NO.09 TIME 07:36 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 27,803.55 -4,228.40 TOTAL DEDUCTIONS 27,803.55 -4,228.40 PROGRAM CAS145 PAGE 1 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 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 0.024 444,000.00 0.174 3,219,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 100.0000 50,000.00 108.220 10,822.00 S) 04 TEMPORARY FENCE M 150.0000 153,000.00 997.660 149,649.00 S) (TYPE CL-1.8, SLATTED) 05 TEMPORARY FENCE (TYPE ESA) M 35.0000 45,500.00 769.400 26,929.00 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 0.016 7,200.00 0.220 99,000.00 08 DEWATERING AND NON-STORM WATER LS 650,000.0000 650,000.00 0.010 6,500.00 0.080 52,000.00 DISCHARGE CONTROL 09 TEMPORARY SILT FENCE M 18.0000 32,400.00 181.360 3,264.48 4,740.990 85,337.82 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 30,000.00 8.000 24,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 50,000.00 1.000 5,000.00 18.000 90,000.00 12 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 1.000 750.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 330.0000 16,500.00 3.000 990.00 75.000 24,750.00 14 TEMPORARY HYDRAULIC MULCH M2 0.6500 27,625.00 21,852.800 14,204.32 (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 0.800 80,000.00 S) 17 TRAFFIC CONTROL SYSTEM LS 1900,000.0000 1,900,000.00 0.009 17,100.00 0.166 315,400.00 S) 18 TYPE III BARRICADE EA 150.0000 1,050.00 10.000 1,500.00 S) 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 65.0000 18,850.00 27.980 1,818.70 84.800 5,512.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 397,200.00 4,574.000 18,296.00 28,565.000 114,260.00 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 21.0000 10,710.00 184.000 3,864.00 S) 22 TEMPORARY PAVEMENT MARKER EA 6.0000 154,800.00 1,142.000 6,852.00 7,203.000 43,218.00 S) PROGRAM CAS145 PAGE 2 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 6,000.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 18,000.0000 72,000.00 0.100 1,800.00 0.900 16,200.00 25 TEMPORARY RAILING (TYPE K) M 25.0000 1,130,000.00 298.700 7,467.50 13,986.800 349,670.00 S) 26 TEMPORARY CRASH CUSHION MODULE EA 450.0000 522,000.00 29.000 13,050.00 798.000 359,100.00 S) 27 TEMPORARY TRAFFIC SCREEN M 13.0000 587,600.00 298.700 3,883.10 12,264.980 159,444.74 S) 28 ABANDON CULVERT M 25.0000 66,500.00 10.200 255.00 205.760 5,144.00 29 ABANDON INLET EA 850.0000 52,700.00 15.000 12,750.00 30 ABANDON MANHOLE EA 1,630.0000 1,630.00 0.000 0.00 31 ABANDON SEWER M 70.0000 19,600.00 0.000 0.00 32 ABANDON WATER M 42.0000 23,520.00 0.000 0.00 33 REMOVE FENCE M 15.0000 2,250.00 507.540 7,613.10 34 REMOVE CHAIN LINK FENCE M 15.0000 12,000.00 849.800 12,747.00 35 REMOVE METAL BEAM GUARD RAILING M 35.0000 60,550.00 57.290 2,005.15 1,393.280 48,764.80 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 159,600.00 741.000 8,892.00 6,804.000 81,648.00 STRIPE 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 75,200.00 1,058.000 4,232.00 14,774.000 59,096.00 40 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 13,500.00 65.000 1,950.00 41 REMOVE PAVEMENT MARKER EA 2.0000 21,600.00 488.000 976.00 5,853.000 11,706.00 42 REMOVE ROADSIDE SIGN EA 125.0000 14,375.00 33.000 4,125.00 43 REMOVE SIGN STRUCTURE EA 4,600.0000 59,800.00 1.000 4,600.00 4.000 18,400.00 S) 44 REMOVE BRIDGE MOUNTED SIGN EA 4,060.0000 24,360.00 0.000 0.00 S) 45 REMOVE CULVERT M 117.0000 38,610.00 103.300 12,086.10 104.300 12,203.10 46 REMOVE INLET EA 812.0000 19,488.00 1.000 812.00 7.000 5,684.00 47 REMOVE HEADWALL EA 1,300.0000 11,700.00 7.000 9,100.00 48 REMOVE MANHOLE (SEWER) EA 1,250.0000 3,750.00 1.000 1,250.00 49 REMOVE BASE AND SURFACING M3 15.5000 255,750.00 2,005.730 31,088.82 PROGRAM CAS145 PAGE 3 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 150.00 1.000 150.00 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 0.000 0.00 54 MODIFY INLET EA 2,500.0000 60,000.00 6.000 15,000.00 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 22,140.00 163.400 20,098.20 59 REMOVE CELLULAR CONCRETE M3 250.0000 32,500.00 0.000 0.00 60 REMOVE CONCRETE CURB M3 111.0000 21,090.00 38.540 4,277.94 490.560 54,452.16 61 REMOVE CONCRETE BARRIER M 44.0000 102,080.00 279.000 12,276.00 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 3.000 4,500.00 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 0.000 0.00 67 BRIDGE REMOVAL, LOCATION B LS 250,000.0000 250,000.00 0.000 0.00 68 BRIDGE REMOVAL, LOCATION C LS 135,000.0000 135,000.00 0.000 0.00 69 BRIDGE REMOVAL, LOCATION D LS 76,000.0000 76,000.00 1.000 76,000.00 1.000 76,000.00 70 BRIDGE REMOVAL (PORTION), LOCATION E LS 21,000.0000 21,000.00 0.000 0.00 71 BRIDGE REMOVAL (PORTION), LOCATION F LS 103,000.0000 103,000.00 0.098 10,094.00 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 0.900 81,000.00 FACILITIES 74 CLEARING AND GRUBBING LS 207,900.0000 207,900.00 0.900 187,110.00 75 DEVELOP WATER SUPPLY LS 24,750.0000 24,750.00 0.025 618.75 0.225 5,568.75 76 ROADWAY EXCAVATION M3 36.0000 5,220,000.00 6,183.780 222,616.08 75,546.220 2,719,663.92 PROGRAM CAS145 PAGE 4 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (AERIALLY DEPOSITED LEAD) 78 ROADWAY EXCAVATION (TYPE Y-2) M3 28.0000 352,800.00 5,369.790 150,354.12 17,497.940 489,942.32 (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 1,004.100 150,615.00 F) 81 STRUCTURE EXCAVATION (TYPE D) M3 300.0000 1,030,200.00 115.810 34,743.00 1,003.400 301,020.00 F) 82 STRUCTURE EXCAVATION (PUMPING PLANT) M3 90.0000 421,200.00 0.000 0.00 F) 83 STRUCTURE BACKFILL (PUMPING PLANT) M3 75.0000 238,500.00 0.000 0.00 F) 84 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 512,400.00 550.100 44,008.00 F) 85 STRUCTURE EXCAVATION (LAGGING WALL) M3 25.0000 174,100.00 123.000 3,075.00 4,005.330 100,133.25 F) 86 STRUCTURE EXCAVATION (TIEBACK WALL) M3 100.0000 38,300.00 0.000 0.00 F) 87 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 360,600.00 142.900 10,717.50 659.800 49,485.00 F) 88 STRUCTURE BACKFILL (LAGGING WALL) M3 90.0000 225,270.00 804.210 72,378.90 F) 89 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 294,480.00 180.000 16,200.00 186.590 16,793.10 F) 90 STRUCTURE BACKFILL (TIEBACK WALL) M3 180.0000 1,980.00 0.000 0.00 F) 91 PERVIOUS BACKFILL MATERIAL M3 150.0000 3,405.00 0.000 0.00 92 SAND BACKFILL M3 10.0000 5,200.00 37.450 374.50 37.450 374.50 93 LEAN CONCRETE BACKFILL M3 375.0000 4,875.00 0.000 0.00 F) 94 LIGHTWEIGHT MATERIAL M3 350.0000 45,500.00 0.000 0.00 (CELLULAR CONCRETE) 95 EARTH RETAINING STRUCTURE, LOCATION A M2 675.0000 462,375.00 0.000 0.00 F) 96 EARTH RETAINING STRUCTURE, LOCATION B M2 675.0000 219,375.00 0.000 0.00 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 2,936.250 29,362.50 00 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 75.0000 825,000.00 3,216.650 241,248.75 9,385.400 703,905.00 01 GEOSYNTHETIC REINFORCED EMBANKMENT M2 75.0000 354,750.00 414.250 31,068.75 02 SETTLEMENT INSTRUMENTATION LS 175,000.0000 175,000.00 0.050 8,750.00 0.400 70,000.00 03 GROUND IMPROVEMENT M3 190.0000 2,565,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.00 139.000 695.00 S) 05 STRAW (EROSION CONTROL) TONN 550.0000 11,000.00 0.000 0.00 S) 06 FIBER (EROSION CONTROL) KG 1.0000 3,200.00 0.000 0.00 S) 07 FIBER ROLLS M 13.0000 101,400.00 0.000 0.00 S) 08 COMPOST (EROSION CONTROL) M3 350.0000 28,000.00 0.000 0.00 S) 09 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,000.00 0.000 0.00 S) 10 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 46,800.00 0.000 0.00 S) 11 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,420.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 16 200 MM PLASTIC PIPE (PR200) M 25.0000 14,500.00 0.000 0.00 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 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 19 450 MM CORRUGATED HIGH DENSITY M 140.0000 4,620.00 0.000 0.00 S) POLYETHYLENE CONDUIT PIPE (RECLAIMED WATER) 20 EXTEND 200 MM CONDUIT M 140.0000 2,520.00 0.000 0.00 S) 21 CLASS 4 AGGREGATE SUBBASE M3 65.0000 2,210,000.00 90.780 5,900.70 3,982.400 258,856.00 22 CLASS 2 AGGREGATE BASE M3 75.0000 304,500.00 729.100 54,682.50 23 CLASS 3 AGGREGATE BASE M3 55.0000 803,000.00 202.010 11,110.55 24 LEAN CONCRETE BASE M3 400.0000 3,676,000.00 747.000 298,800.00 25 ASPHALT TREATED PERMEABLE BASE M3 225.0000 465,750.00 520.170 117,038.25 26 ASPHALT CONCRETE (TYPE A) TONN 90.0000 5,859,000.00 617.300 55,557.00 12,381.090 1,114,298.10 27 ASPHALT CONCRETE (OPEN GRADED) TONN 130.0000 1,183,000.00 0.000 0.00 28 ASPHALT CONCRETE BASE (TYPE A) TONN 82.0000 660,100.00 312.000 25,584.00 29 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 131,400.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 6 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 31 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.5000 41,015.00 0.000 0.00 32 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.5000 4,225.00 0.000 0.00 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 0.000 0.00 35 CONCRETE PAVEMENT M3 385.0000 2,498,650.00 0.000 0.00 36 SEAL PAVEMENT JOINT M 20.0000 266,000.00 0.000 0.00 37 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 585.0000 2,915,640.00 524.500 306,832.50 4,082.250 2,388,116.25 S) PILING 38 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 35,000.00 0.000 0.00 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 32.000 38,400.00 343.000 411,600.00 S) 41 FURNISH PILING (CLASS 625) M 100.0000 66,300.00 0.000 0.00 42 DRIVE PILE (CLASS 625) EA 1,650.0000 54,450.00 0.000 0.00 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 0.000 0.00 S) 45 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 670.0000 391,280.00 245.300 164,351.00 PILING (610 MM) 46 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 4,000.0000 96,000.00 10.000 40,000.00 S) PILE (610 MM) 47 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.000 0.00 S) 48 TIEBACK ANCHOR EA 2,600.0000 213,200.00 0.000 0.00 S) 49 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 1,015,850.00 177.420 97,581.00 411.250 226,187.50 F) 50 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 12,897,500.00 65.280 71,808.00 421.110 463,221.00 F) 51 STRUCTURAL CONCRETE, RETAINING WALL M3 950.0000 3,521,650.00 195.450 185,677.50 1,282.440 1,218,318.00 F) 52 STRUCTURAL CONCRETE, SOUND WALL FOOTING M3 1,500.0000 19,500.00 0.000 0.00 F) 53 STRUCTURE CONCRETE (PUMPING PLANT) M3 880.0000 633,600.00 0.000 0.00 F) 54 STRUCTURAL CONCRETE, BARRIER SLAB M3 640.0000 305,280.00 0.000 0.00 F) 55 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 48,000.00 0.000 0.00 F) (TYPE EQ) 56 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 431,100.00 0.000 0.00 F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 58 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 929,250.00 1.690 2,957.50 24.290 42,507.50 F) 59 MINOR CONCRETE (PILE CAP) M3 950.0000 214,700.00 0.000 0.00 F) 60 INSTALL PERCAST MEDALLION PANEL EA 5,000.0000 20,000.00 0.000 0.00 61 ARCHITECTURAL TREATMENT M2 85.0000 427,295.00 226.000 19,210.00 1,494.350 127,019.75 F) 62 DRILL AND BOND DOWEL M 85.0000 8,755.00 4.400 374.00 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 30,000.00 0.000 0.00 S) GIRDER (25 M - 30 M) 64 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,500.0000 35,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 65 ERECT PRECAST CONCRETE GIRDER EA 5,000.0000 20,000.00 0.000 0.00 S) 66 CONCRETE CLOSURE WALL M2 700.0000 196,000.00 0.000 0.00 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 0.000 0.00 SF) 69 PTFE BEARING EA 5,300.0000 169,600.00 0.000 0.00 S) 70 JOINT SEAL (MR 30 MM) M 330.0000 1,980.00 0.000 0.00 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 0.000 0.00 S) 73 JOINT SEAL ASSEMBLY (MR 100 MM) M 875.0000 60,375.00 0.000 0.00 S) 74 JOINT SEAL (MR 50 MM) M 340.0000 41,820.00 0.000 0.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 4,672,086.00 23,831.050 47,662.10 468,719.500 937,439.00 SF) 76 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 1,859,258.00 102,925.600 205,851.20 325,099.530 650,199.06 SF) 77 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 3,534.00 0.000 0.00 SF) 78 BAR REINFORCING STEEL (PUMPING PLANT) KG 2.5000 211,500.00 0.000 0.00 SF) 79 SHOTCRETE M3 1,050.0000 129,150.00 0.000 0.00 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 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 152,200.00 0.000 0.00 SF) 86 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 132.0000 72,204.00 0.000 0.00 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 0.000 0.00 (1.6 MM-UNFRAMED) 89 FURNISH SINGLE SHEET ALUMINUM SIGN M2 139.0000 7,923.00 0.000 0.00 (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 7.000 32,725.00 S) CONCRETE PILE (SIGN FOUNDATION) 93 1524 MM CAST-IN-DRILLED-HOLE M 6,450.0000 335,400.00 0.000 0.00 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 1.000 350.00 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 0.000 0.00 METHOD) 99 INSTALL SIGN PANEL ON EXISTING FRAME M2 105.0000 4,515.00 0.000 0.00 00 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 580.0000 1,850,200.00 127.420 73,903.60 01 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 590.0000 135,700.00 0.000 0.00 02 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 650.0000 871,000.00 76.530 49,744.50 03 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 660.0000 330,000.00 0.000 0.00 04 750 MM ALTERNATIVE PIPE CULVERT M 700.0000 3,360.00 0.000 0.00 05 900 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 850.0000 680,000.00 0.000 0.00 06 900 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 950.0000 15,200.00 0.000 0.00 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 0.000 0.00 (TYPE A) 09 1050 MM ALTERNATIVE PIPE CULVERT M 1,300.0000 81,900.00 47.300 61,490.00 (TYPE B) 10 1200 MM ALTERNATIVE PIPE CULVERT M 1,400.0000 92,400.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 12 200 MM PLASTIC PIPE M 260.0000 8,840.00 0.000 0.00 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 115,500.00 153.000 80,325.00 (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 0.000 0.00 (OPEN TRENCH) 18 900 MM REINFORCED CONCRETE PRESSURE M 800.0000 152,000.00 0.000 0.00 PIPE (CLASS III) 19 1050 MM REINFORCED CONCRETE PRESSURE M 750.0000 60,000.00 80.500 60,375.00 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 0.000 0.00 (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 0.000 0.00 (CLASS III, RUBBER GASKET JOINT) 24 300 MM CORRUGATED STEEL PIPE M 200.0000 24,000.00 0.000 0.00 25 525 MM X 375 MM CORRUGATED STEEL PIPE M 400.0000 1,120.00 0.000 0.00 ARCH (2.01 MM THICK) 26 GEOCOMPOSITE DRAIN M2 11.0000 5,489.00 163.300 1,796.30 27 80 MM PLASTIC PIPE (EDGE DRAIN) M 35.0000 163,800.00 963.000 33,705.00 28 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 100.0000 26,000.00 41.000 4,100.00 29 DRAINAGE WICK M 10.0000 911,000.00 51,051.010 510,510.10 30 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 75.0000 1,275,000.00 613.880 46,041.00 31 150 MM ALTERNATIVE PIPE UNDERDRAIN M 55.0000 123,750.00 355.840 19,571.20 32 200 MM ALTERNATIVE PIPE UNDERDRAIN M 80.0000 216,000.00 83.000 6,640.00 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 0.000 0.00 35 450 MM CORRUGATED STEEL PIPE RISER M 1,400.0000 1,120.00 0.000 0.00 (2.01 MM THICK) 36 WELDED STEEL PIPE CASING (BRIDGE) M 360.0000 23,760.00 0.000 0.00 37 305 MM WELDED STEEL PIPE M 3,800.0000 311,600.00 0.000 0.00 (BURIED PIPE) PROGRAM CAS145 PAGE 10 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (IN BRIDGE) 39 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 3,000.00 0.000 0.00 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 5.000 53,000.00 45 ROCK SLOPE PROTECTION M3 150.0000 7,200.00 0.000 0.00 (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 297,570.00 299.000 81,627.00 902.000 246,246.00 48 ROCK SLOPE PROTECTION FABRIC M2 20.0000 1,920.00 0.000 0.00 49 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 546,000.00 0.810 567.00 8.700 6,090.00 CONSTRUCTION) 50 MINOR CONCRETE (GUTTER) M3 750.0000 83,250.00 0.000 0.00 F) 51 MINOR CONCRETE (BROOM FINISH) M3 600.0000 168,000.00 0.000 0.00 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 0.000 0.00 S) 54 MISCELLANEOUS IRON AND STEEL KG 7.0000 324,632.00 148.000 1,036.00 1,919.000 13,433.00 SF) 55 MISCELLANEOUS METAL KG 10.0000 17,420.00 0.000 0.00 SF) 56 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 42,000.00 0.000 0.00 SF) 57 MISCELLANEOUS METAL (RESTRAINER) KG 45.0000 15,975.00 0.000 0.00 SF) 58 PUMPING PLANT METAL WORK KG 10.0000 104,000.00 0.000 0.00 SF) 59 CHAIN LINK FENCE (TYPE CL-0.9, M 75.0000 19,500.00 0.000 0.00 S) VINYL-CLAD) 60 CHAIN LINK FENCE (TYPE CL-1.8, M 150.0000 58,500.00 0.000 0.00 SF)VINYL-CLAD) 61 WOOD FENCE M 150.0000 22,500.00 0.000 0.00 S) 62 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 0.000 0.00 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 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 70 OBJECT MARKER (TYPE L-1) EA 40.0000 1,480.00 0.000 0.00 71 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 86,700.00 0.000 0.00 S) 72 CHAIN LINK RAILING (TYPE 7) M 150.0000 89,250.00 0.000 0.00 SF) 73 CONCRETE BARRIER (TYPE 25) M 250.0000 18,750.00 0.000 0.00 F) 74 CONCRETE BARRIER (TYPE 26) M 490.0000 103,880.00 0.000 0.00 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 0.000 0.00 SF) 78 TRANSITION RAILING (TYPE WB) EA 4,200.0000 79,800.00 0.000 0.00 S) 79 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 25,000.00 0.000 0.00 S) 80 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 0.000 0.00 S) 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 87,000.00 0.000 0.00 S) 82 CRASH CUSHION, SAND FILLED EA 8,500.0000 51,000.00 0.000 0.00 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 0.000 0.00 88 CONCRETE BARRIER (TYPE 60C) M 625.0000 1,225,000.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 60D) M 172.0000 375,648.00 0.000 0.00 F) 90 CONCRETE BARRIER (TYPE 60E) M 840.0000 1,050,000.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 732 MODIFIED) M 240.0000 306,480.00 0.000 0.00 F) PROGRAM CAS145 PAGE 12 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 93 CONCRETE BARRIER (TYPE 736A) M 220.0000 36,300.00 0.000 0.00 F) 94 CONCRETE BARRIER (TYPE 736A MOD) M 265.0000 94,605.00 0.000 0.00 F) 95 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 21,000.00 0.000 0.00 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 59,200.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 S) 04 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 35,880.00 0.000 0.00 S) 05 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.000 0.00 S) 06 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 0.000 0.00 S) 07 SIGNAL AND LIGHTING (LOCATION 3) LS 200,000.0000 200,000.00 0.010 2,000.00 S) 08 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 180,000.0000 180,000.00 0.450 81,000.00 S) 09 LIGHTING (CITY STREET) LS 50,000.0000 50,000.00 0.035 1,750.00 S) 10 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.157 31,400.00 S) (STAGE CONSTRUCTION) 11 LIGHTING AND SIGN ILLUMINATION LS 760,000.0000 760,000.00 0.085 64,600.00 S) 12 TRAFFIC OPERATIONS SYSTEM LS 800,000.0000 800,000.00 0.021 16,800.00 S) 13 CAMERA UNIT EA 7,000.0000 42,000.00 0.000 0.00 S) 14 PAN/TILT UNIT EA 5,000.0000 30,000.00 0.000 0.00 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 0.000 0.00 S) (LED) PROGRAM CAS145 PAGE 13 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.380 152,000.00 S) 22 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 23 TEMPORARY CULVERT M 162.0000 42,120.00 206.500 33,453.00 24 TEMPORARY INLET EA 1,260.0000 12,600.00 3.000 3,780.00 25 TEMPORARY FLARED END SECTION EA 250.0000 2,000.00 4.000 1,000.00 26 TMEPORARY CRASH CUSHION (ADIEM) EA 32,000.0000 64,000.00 0.000 0.00 27 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 430.0000 74,820.00 168.200 72,326.00 168.200 72,326.00 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 0.000 0.00 (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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 14 DATE 07/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 07:36 AM ESTIMATE NO. 09 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 07/20/08 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 07/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,603,668.17 25,280,731.33 ADJUSTMENT OF COMPENSATION 0.00 300,000.00 EXTRA WORK 296,222.48 941,746.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,899,890.65 26,522,478.23 43 MOBILIZATION LS 2000,000.0000 12,000,000.00 0.200 2,400,000.00 0.950 11,400,000.00 ORIGINAL CONTRACT AMOUNT 138,440,897.75 TOTAL WORK COMPLETED 5,299,890.65 37,922,478.23 MATERIALS ON HAND ON SITE 1,114,498.44 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 27,803.55 -4,228.40 TOTAL 5,327,694.20 39,032,748.27 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE PROGRAM 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 06/01/11 134 0 0 0 27% 16% PROGRESS IS SATISFACTORY BALALLO RAYMUNDO RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 07/19/08