PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/15/09 EST. NO.20 TIME 12:00 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 0247 440.95 E.W. @ F.A.(+) 021209 N 501147 0248 693.50 021609 N 501148 0249 953.30 021709 N 501149 0250 516.08 022009 N 501150 0251 2,149.60 022409 N 501151 0252 256.48 022609 N 501152 0253 839.91 031209 N 501153 0254 1,069.85 031609 N 501154 0255 744.79 031709 N 501155 0256 310.22 040109 N 501158 0257 207.69 040609 N 501159 0258 229.94 041609 N 501160 0259 737.42 041909 N 501161 0260 252.17 042109 N 501163 0261 114.26 042409 N 501164 0262 260.97 031809 N 501156 0263 451.72 032309 N 501157 0264 141.67 042009 N 501162 0265 929.50 042809 N 501165 0266 1,244.48 042909 N 501166 0267 80.67 050409 N 501168 0270 3,960.00 041709 Y 1204.0 0271 384.71 030309 N 531-10 0272 452.30 030309 N 531-20 0273 242.84 031009 N 531-30 0274 268.19 040109 N 531-40 0275 5,041.61 040909 N 501169 0276 3,694.19 050609 Y 1229.0 0277 141.11 051409 N 1211.0 0278 192.73 051509 Y 1205.0 0279 380.07 051609 Y 1206.0 0281 2,342.07 052009 Y 1239.0 0282 1,599.10 052809 Y 1242.0 0283 1,114.13 050409 N 289-10 003 0036 3,866.00 E.W. @ F.A.(+) 052909 N 1252.0 0037 3,252.58 051109 N 1253.0 005 0117 291.68 E.W. @ F.A.(+) 032309 N 502-48 013 0045 2,521.44 E.W. @ F.A.(+) 032309 N HBI134 018 0011 99.00 E.W. @ F.A.(+) 060109 Y 1248.0 0012 104.50 060109 Y 1249.0 020 0051 255.75 E.W. @ F.A.(+) 031109 N 517-20 026 0009 57.48 E.W. @ F.A.(+) 041709 N 588-10 0010 837.43 033109 N 588-20 049 0005 2,126.20 E.W. @ F.A.(+) 042909 N 543-50 0006 3,642.44 043009 N 543-60 0007 147.58 050409 N 543-70 0008 881.00 050609 N 543-80 064 0015 713.39 E.W. @ F.A.(+) 051409 N 1209.0 0016 652.19 051309 N 1210.0 0017 2,280.46 051209 N 1212.0 066 0001 915.39 E.W. @ F.A.(+) 111408 N 573-10 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/15/09 EST. NO.20 TIME 12:00 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 --------------------------------------------------------------------------- 0002 3,262.07 111708 N 573-20 0004 1,785.45 111908 N 573-40 0005 941.62 112008 N 573-50 0006 10,702.62 111808 N 573-39 069 0023 3,196.92 E.W. @ F.A.(+) 041409 N 568-50 074 0001 1,798.30 E.W. @ F.A.(+) 102908 N 574-10 0002 805.23 102908 N 574-20 0003 5,616.99 103008 N 574-30 0004 1,237.67 103108 N 574-40 0006 580.86 110608 N 574-60 0007 969.56 012609 N RBI-63 0008 865.80 012709 N RBI-64 0009 993.93 021909 N RBI-65 0010 1,946.51 022009 N RBI-66 0012 6,069.43 090408 N 562-20 0013 526.69 072208 N 558-30 0014 2,102.12 092408 N 558-49 0015 672.17 120508 N 558-50 0016 1,809.91 120808 N 558-60 0017 1,451.28 120908 N 558-70 0018 8,882.47 010609 N 558-80 0019 285.91 071708 N 558-90 0020 4,815.59 021209 N 558-10 0021 1,388.36 073108 N 562-10 0022 2,540.87 091808 N 563-10 0023 314.57 120908 N 580-10 0024 923.00 120108 N 582-11 0025 1,469.45 012309 N 574-70 0026 3,749.55 012709 N 574-80 0027 526.70 022009 N 574-90 0028 523.65 051909 N 574-10 086 0001 246.24 E.W. @ F.A.(+) 040909 N 1185.0 087 0001 1,967.84 E.W. @ F.A.(+) 011309 N 1066.0 0002 1,967.84 011409 N 1069.0 0003 2,989.08 042309 N 1187.0 0004 1,784.21 042209 N 1188.0 136,793.19 TOTAL THIS ESTIMATE 3,830,854.78 TOTAL PREVIOUS ESTIMATE 3,967,647.97 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/15/09 EST. NO.20 TIME 12:00 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 0.00 -14,228.40 TOTAL DEDUCTIONS 0.00 -14,228.40 PROGRAM CAS145 PAGE 1 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 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 0.398 7,363,000.00 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 1,028.140 154,221.00 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 0.027 12,150.00 0.502 225,900.00 08 DEWATERING AND NON-STORM WATER LS 650,000.0000 650,000.00 0.010 6,500.00 0.180 117,000.00 DISCHARGE CONTROL 09 TEMPORARY SILT FENCE M 18.0000 32,400.00 15.240 274.32 5,633.220 101,397.96 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 3.000 15,000.00 35.000 175,000.00 12 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 4.000 3,000.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 330.0000 16,500.00 120.000 39,600.00 14 TEMPORARY HYDRAULIC MULCH M2 0.6500 27,625.00 56,665.600 36,832.64 (BONDED FIBER MATRIX) 15 TEMPORARY SLOPE PAVING M3 1,800.0000 126,000.00 0.000 0.00 16 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.900 90,000.00 S) 17 TRAFFIC CONTROL SYSTEM LS 1900,000.0000 1,900,000.00 0.026 49,400.00 0.390 741,000.00 S) 18 TYPE III BARRICADE EA 150.0000 1,050.00 36.000 5,400.00 S) 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 65.0000 18,850.00 94.800 6,162.00 206.900 13,448.50 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 397,200.00 11,262.500 45,050.00 64,729.820 258,919.28 S) 21 CHANNELIZER (SURFACE MOUNTED) EA 21.0000 10,710.00 25.000 525.00 796.000 16,716.00 S) 22 TEMPORARY PAVEMENT MARKER EA 6.0000 154,800.00 2,812.000 16,872.00 14,188.000 85,128.00 S) PROGRAM CAS145 PAGE 2 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 8,400.00 S) 24 PORTABLE CHANGEABLE MESSAGE SIGN EA 18,000.0000 72,000.00 0.100 1,800.00 2.000 36,000.00 25 TEMPORARY RAILING (TYPE K) M 25.0000 1,130,000.00 4,529.200 113,230.00 25,483.610 637,090.25 S) 26 TEMPORARY CRASH CUSHION MODULE EA 450.0000 522,000.00 93.000 41,850.00 1,240.000 558,000.00 S) 27 TEMPORARY TRAFFIC SCREEN M 13.0000 587,600.00 2,916.860 37,919.18 20,445.740 265,794.62 S) 28 ABANDON CULVERT M 25.0000 66,500.00 1.000 25.00 474.660 11,866.50 29 ABANDON INLET EA 850.0000 52,700.00 1.000 850.00 21.000 17,850.00 30 ABANDON MANHOLE EA 1,630.0000 1,630.00 1.000 1,630.00 31 ABANDON SEWER M 70.0000 19,600.00 150.000 10,500.00 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 12,000.00 126.000 1,890.00 1,157.800 17,367.00 35 REMOVE METAL BEAM GUARD RAILING M 35.0000 60,550.00 67.000 2,345.00 1,551.720 54,310.20 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 8,210.500 98,526.00 STRIPE 39 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 75,200.00 831.000 3,324.00 17,768.400 71,073.60 40 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 13,500.00 17.390 521.70 128.090 3,842.70 41 REMOVE PAVEMENT MARKER EA 2.0000 21,600.00 1,476.000 2,952.00 8,856.000 17,712.00 42 REMOVE ROADSIDE SIGN EA 125.0000 14,375.00 40.000 5,000.00 43 REMOVE SIGN STRUCTURE EA 4,600.0000 59,800.00 1.000 4,600.00 5.000 23,000.00 S) 44 REMOVE BRIDGE MOUNTED SIGN EA 4,060.0000 24,360.00 1.000 4,060.00 4.000 16,240.00 S) 45 REMOVE CULVERT M 117.0000 38,610.00 17.700 2,070.90 449.220 52,558.74 46 REMOVE INLET EA 812.0000 19,488.00 1.000 812.00 17.000 13,804.00 47 REMOVE HEADWALL EA 1,300.0000 11,700.00 1.000 1,300.00 12.000 15,600.00 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 2,074.530 32,155.22 PROGRAM CAS145 PAGE 3 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 9,000.00 54 MODIFY INLET EA 2,500.0000 60,000.00 7.000 17,500.00 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 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 22,140.00 214.760 26,415.48 59 REMOVE CELLULAR CONCRETE M3 250.0000 32,500.00 0.000 0.00 60 REMOVE CONCRETE CURB M3 111.0000 21,090.00 71.970 7,988.67 689.010 76,480.11 61 REMOVE CONCRETE BARRIER M 44.0000 102,080.00 890.000 39,160.00 2,844.000 125,136.00 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 4.000 6,000.00 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 0.450 270,000.00 0.450 270,000.00 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 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 0.900 81,000.00 FACILITIES 74 CLEARING AND GRUBBING LS 207,900.0000 207,900.00 0.950 197,505.00 75 DEVELOP WATER SUPPLY LS 24,750.0000 24,750.00 0.025 618.75 0.500 12,375.00 76 ROADWAY EXCAVATION M3 36.0000 5,220,000.00 15,904.450 572,560.20 134,234.770 4,832,451.72 PROGRAM CAS145 PAGE 4 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,624.200 101,477.60 21,963.200 614,969.60 (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 1,268.630 190,294.50 F) 81 STRUCTURE EXCAVATION (TYPE D) M3 300.0000 1,030,200.00 1,153.400 346,020.00 F) 82 STRUCTURE EXCAVATION (PUMPING PLANT) M3 90.0000 421,200.00 1,170.000 105,300.00 1,170.000 105,300.00 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 2,610.100 208,808.00 F) 85 STRUCTURE EXCAVATION (LAGGING WALL) M3 25.0000 174,100.00 6,122.330 153,058.25 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 1,197.300 89,797.50 F) 88 STRUCTURE BACKFILL (LAGGING WALL) M3 90.0000 225,270.00 507.000 45,630.00 2,024.000 182,160.00 F) 89 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 294,480.00 2,479.000 223,110.00 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 5.000 750.00 92 SAND BACKFILL M3 10.0000 5,200.00 90.210 902.10 93 LEAN CONCRETE BACKFILL M3 375.0000 4,875.00 26.000 9,750.00 F) 94 LIGHTWEIGHT MATERIAL M3 350.0000 45,500.00 100.000 35,000.00 230.000 80,500.00 (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 3,862.520 38,625.20 19,272.810 192,728.10 00 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 75.0000 825,000.00 10,004.300 750,322.50 01 GEOSYNTHETIC REINFORCED EMBANKMENT M2 75.0000 354,750.00 914.260 68,569.50 1,328.510 99,638.25 02 SETTLEMENT INSTRUMENTATION LS 175,000.0000 175,000.00 0.400 70,000.00 03 GROUND IMPROVEMENT M3 190.0000 2,565,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.00 800.000 4,000.00 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 101,400.00 129.720 1,686.36 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 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 0.000 0.00 16 200 MM PLASTIC PIPE (PR200) M 25.0000 14,500.00 126.190 3,154.75 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 47.000 6,862.00 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 3.000 420.00 S) 21 CLASS 4 AGGREGATE SUBBASE M3 65.0000 2,210,000.00 541.200 35,178.00 13,439.040 873,537.60 22 CLASS 2 AGGREGATE BASE M3 75.0000 304,500.00 729.100 54,682.50 23 CLASS 3 AGGREGATE BASE M3 55.0000 803,000.00 655.550 36,055.25 4,101.510 225,583.05 24 LEAN CONCRETE BASE M3 400.0000 3,676,000.00 5,119.610 2,047,844.00 25 ASPHALT TREATED PERMEABLE BASE M3 225.0000 465,750.00 722.940 162,661.50 26 ASPHALT CONCRETE (TYPE A) TONN 90.0000 5,859,000.00 6,457.540 581,178.60 37,847.800 3,406,302.00 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 1,693.620 138,876.84 29 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 131,400.00 50.000 1,000.00 2,157.730 43,154.60 AREA) PROGRAM CAS145 PAGE 6 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.290 1,935.00 14.850 22,275.00 35 CONCRETE PAVEMENT M3 385.0000 2,498,650.00 1,394.370 536,832.45 36 SEAL PAVEMENT JOINT M 20.0000 266,000.00 2,162.000 43,240.00 37 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 585.0000 2,915,640.00 4,822.150 2,820,957.75 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 554,400.00 367.000 440,400.00 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 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 18.000 72,000.00 S) PILE (610 MM) 47 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 0.360 144,000.00 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 1,015,850.00 559.970 307,983.50 F) 50 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 12,897,500.00 127.610 140,371.00 4,626.610 5,089,271.00 F) 51 STRUCTURAL CONCRETE, RETAINING WALL M3 950.0000 3,521,650.00 238.000 226,100.00 3,389.680 3,220,196.00 F) 52 STRUCTURAL CONCRETE, SOUND WALL FOOTING M3 1,500.0000 19,500.00 12.160 18,240.00 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 48.000 43,200.00 F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 929,250.00 180.950 316,662.50 F) 59 MINOR CONCRETE (PILE CAP) M3 950.0000 214,700.00 40.400 38,380.00 226.000 214,700.00 F) 60 INSTALL PERCAST MEDALLION PANEL EA 5,000.0000 20,000.00 1.000 5,000.00 61 ARCHITECTURAL TREATMENT M2 85.0000 427,295.00 113.500 9,647.50 4,455.200 378,692.00 F) 62 DRILL AND BOND DOWEL M 85.0000 8,755.00 125.000 10,625.00 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 2,752.000 605,440.00 SF) 69 PTFE BEARING EA 5,300.0000 169,600.00 20.000 106,000.00 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 20.000 17,500.00 S) 74 JOINT SEAL (MR 50 MM) M 340.0000 41,820.00 17.000 5,780.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 4,672,086.00 24,575.000 49,150.00 921,558.650 1,843,117.30 SF) 76 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 1,859,258.00 872,840.610 1,745,681.22 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 1.000 1,050.00 121.000 127,050.00 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 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 24,495.000 220,455.00 45,155.000 406,395.00 F) 85 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 152,200.00 24,495.000 24,495.00 45,155.000 45,155.00 SF) 86 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 132.0000 72,204.00 149.000 19,668.00 149.000 19,668.00 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 16.750 78,306.25 S) CONCRETE PILE (SIGN FOUNDATION) 93 1524 MM CAST-IN-DRILLED-HOLE M 6,450.0000 335,400.00 7.000 45,150.00 28.600 184,470.00 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 17.040 1,789.20 17.040 1,789.20 00 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 580.0000 1,850,200.00 6.700 3,886.00 1,502.170 871,258.60 01 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 590.0000 135,700.00 79.000 46,610.00 02 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 650.0000 871,000.00 20.290 13,188.50 654.020 425,113.00 03 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 660.0000 330,000.00 132.280 87,304.80 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 680,000.00 307.700 261,545.00 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 63.700 82,810.00 81.990 106,587.00 (TYPE A) 09 1050 MM ALTERNATIVE PIPE CULVERT M 1,300.0000 81,900.00 48.820 63,466.00 (TYPE B) 10 1200 MM ALTERNATIVE PIPE CULVERT M 1,400.0000 92,400.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.620 1,524.00 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 115,500.00 174.000 91,350.00 (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 152,000.00 131.700 105,360.00 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 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 73.150 351,120.00 (CLASS III, RUBBER GASKET JOINT) 24 300 MM CORRUGATED STEEL PIPE M 200.0000 24,000.00 18.290 3,658.00 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 37.000 407.00 623.420 6,857.62 27 80 MM PLASTIC PIPE (EDGE DRAIN) M 35.0000 163,800.00 1,816.250 63,568.75 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 6,630.040 497,253.00 31 150 MM ALTERNATIVE PIPE UNDERDRAIN M 55.0000 123,750.00 719.240 39,558.20 32 200 MM ALTERNATIVE PIPE UNDERDRAIN M 80.0000 216,000.00 1,199.720 95,977.60 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 388,000.00 208.690 83,476.00 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 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 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 85.000 382,500.00 (MICROTUNNELING) 43 457 MM DUCTILE IRON PIPE M 6,000.0000 1,020,000.00 170.000 1,020,000.00 (MICROTUNNELING) 44 CONSTRUCT MANHOLE (SEWER) EA 10,600.0000 84,800.00 8.000 84,800.00 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 297,570.00 924.010 252,254.73 48 ROCK SLOPE PROTECTION FABRIC M2 20.0000 1,920.00 0.000 0.00 49 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 546,000.00 279.730 195,811.00 CONSTRUCTION) 50 MINOR CONCRETE (GUTTER) M3 750.0000 83,250.00 16.586 12,439.50 F) 51 MINOR CONCRETE (BROOM FINISH) M3 600.0000 168,000.00 14.260 8,556.00 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 12,129.000 84,903.00 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 0.000 0.00 SF) 57 MISCELLANEOUS METAL (RESTRAINER) KG 45.0000 15,975.00 150.000 6,750.00 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 19,500.00 263.180 19,738.50 S) VINYL-CLAD) 60 CHAIN LINK FENCE (TYPE CL-1.8, M 150.0000 58,500.00 197.000 29,550.00 314.300 47,145.00 SF)VINYL-CLAD) 61 WOOD FENCE M 150.0000 22,500.00 28.860 4,329.00 80.860 12,129.00 S) 62 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 2.000 4,000.00 2.000 4,000.00 S) 63 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 0.000 0.00 S) 64 5.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 40.00 71 METAL BEAM GUARD RAILING (WOOD POST) M 85.0000 86,700.00 35.240 2,995.40 35.240 2,995.40 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 25.590 2,047.20 SF) 78 TRANSITION RAILING (TYPE WB) EA 4,200.0000 79,800.00 1.000 4,200.00 5.000 21,000.00 S) 79 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 25,000.00 1.000 1,000.00 1.000 1,000.00 S) 80 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 18,000.00 2.000 6,000.00 S) 81 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 87,000.00 2.000 6,000.00 4.000 12,000.00 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 6.500 2,145.00 251.520 83,001.60 88 CONCRETE BARRIER (TYPE 60C) M 625.0000 1,225,000.00 538.860 336,787.50 1,200.600 750,375.00 89 CONCRETE BARRIER (TYPE 60D) M 172.0000 375,648.00 1,254.730 215,813.56 F) 90 CONCRETE BARRIER (TYPE 60E) M 840.0000 1,050,000.00 82.500 69,300.00 82.500 69,300.00 91 CONCRETE BARRIER (TYPE 732 MODIFIED) M 240.0000 306,480.00 254.000 60,960.00 F) PROGRAM CAS145 PAGE 12 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 171,360.00 261.000 82,215.00 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 94,605.00 399.540 105,878.10 F) 95 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 21,000.00 50.780 2,539.00 S) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.8500 59,200.00 372.000 688.20 1,043.000 1,929.55 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 34,807.50 559.900 2,379.58 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 21,390.00 627.000 1,881.00 S) 04 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 35,880.00 531.000 3,186.00 S) 05 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.802 80,200.00 S) 06 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 0.212 29,680.00 S) 07 SIGNAL AND LIGHTING (LOCATION 3) LS 200,000.0000 200,000.00 0.725 145,000.00 S) 08 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 180,000.0000 180,000.00 0.813 146,340.00 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 0.425 85,000.00 S) (STAGE CONSTRUCTION) 11 LIGHTING AND SIGN ILLUMINATION LS 760,000.0000 760,000.00 0.251 190,760.00 S) 12 TRAFFIC OPERATIONS SYSTEM LS 800,000.0000 800,000.00 0.170 136,000.00 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 8.750 70,000.00 S) (LED) PROGRAM CAS145 PAGE 13 DATE 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.660 264,000.00 S) 22 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 23 TEMPORARY CULVERT M 162.0000 42,120.00 20.000 3,240.00 226.500 36,693.00 24 TEMPORARY INLET EA 1,260.0000 12,600.00 1.000 1,260.00 4.000 5,040.00 25 TEMPORARY FLARED END SECTION EA 250.0000 2,000.00 1.000 250.00 5.000 1,250.00 26 TMEPORARY CRASH CUSHION (ADIEM) EA 32,000.0000 64,000.00 1.000 32,000.00 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 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 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 06/15/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-016014 TIME 12:00 PM ESTIMATE NO. 20 BID OPENING 06/27/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/09 R.E. NAME: BALALLO RAYMUNDO DATE OF THIS ESTIMATE 06/15/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,135,052.17 59,951,858.30 ADJUSTMENT OF COMPENSATION 0.00 741,572.83 EXTRA WORK 136,793.19 3,226,075.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,271,845.36 63,919,506.27 43 MOBILIZATION LS 2000,000.0000 12,000,000.00 0.950 11,400,000.00 ORIGINAL CONTRACT AMOUNT 138,440,897.75 TOTAL WORK COMPLETED 4,271,845.36 75,319,506.27 MATERIALS ON HAND ON SITE 1,868,377.68 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -14,228.40 TOTAL 4,271,845.36 77,173,655.55 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 06/28/11 313 95 0 2 52% 38% PROGRESS IS SATISFACTORY BALALLO RAYMUNDO RESIDENT ENGINEER PROGRAM CAS145 DATE 06/15/09