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 01/26/10 EST. NO.18 TIME 10:45 AM R.E. NAME: YOUNG, FRED 07-168004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0041 401.91 E.W. @ F.A.(+) 110209 N 1197.0 0047 2,471.19 110909 N 1203.0 0049 3,312.44 111209 N 1205.0 0050 2,740.59 111309 N 1206.0 0054 1,328.61 111909 N 1210.0 003 0015 1,328.80 A.C. @ U.P.(+) 103109 Y 5504.0 017 0001 653.37 E.W. @ F.A.(+) 091109 Y 5407.0 0005 1,150.25 052009 N 5480.0 0007 1,320.75 052209 N 5482.0 0008 1,320.75 052609 N 5483.0 0009 1,320.75 052709 N 5484.0 023 0132 2,573.32 E.W. @ F.A.(+) 121009 N 1214.0 0133 2,764.15 120909 N 1217.0 0134 2,051.00 121109 N 1218.0 0135 4,466.88 070609 N 1113.0 0136 1,219.23 071409 N 1128.0 0137 862.25 071309 N 1129.0 0138 1,711.26 070909 N 1130.0 0139 855.29 071009 N 1131.0 0140 3,460.35 092809 N 1144.0 0146 2,088.66 010410 N 1221.0 036 0013 3,338.30 E.W. @ F.A.(+) 111609 N 1192.0 0014 1,240.46 110409 N 1193.0 0015 3,338.30 111209 N 1194.0 0016 3,338.30 111309 N 1195.0 0017 465.81 120309 N 1215.0 0018 2,041.83 120409 N 1216.0 039 0061 572.98 E.W. @ F.A.(+) 091709 Y 5390.0 0062 468.70 091809 Y 5391.0 0070 337.53 090409 Y 5411.0 0071 702.82 093009 Y 5412.0 0075 1,192.38 100509 Y 5409.0 0077 414.22 071309 Y 5270.2 043 0002 1,227.38 E.W. @ F.A.(+) 072209 Y 5251.0 0003 998.30 072309 Y 5252.0 59,079.11 TOTAL THIS ESTIMATE 5,069,375.17 TOTAL PREVIOUS ESTIMATE 5,128,454.28 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 01/26/10 EST. NO.18 TIME 10:45 AM R.E. NAME: YOUNG, FRED 07-168004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ISOLATION CASING -5,000.00 10 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:45 AM ESTIMATE NO. 18 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 01/26/10 LOCATION PROGRESS ESTIMATE 07-LA-5-R44.2/R46.0 ----------------- KCM SECURITY PAVING JV IN LOS ANGELES COUNTY IN SANTA P.O. BOX867/19010 SLOVER AVE CLARITA ON ROUTE 5 AND ON ROUTE 14 BLOOMINGTON, CA 92316 FED. AID NO. CMLN-6207(46)N CONSTRUCT HOV LANES AND CONNECTORS ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.500 5,000.00 02 TIME-RELATED OVERHEAD WDAY 5,000.0000 5,000,000.00 15.000 75,000.00 339.000 1,695,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 17.0000 5,950.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 300,000.0000 300,000.00 0.015 4,500.00 0.339 101,700.00 05 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.500 2,250.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL BLANKET M2 2.0000 376,000.00 0.000 0.00 07 TEMPORARY FIBER ROLL M 10.0000 100,000.00 1,524.000 15,240.00 11,394.920 113,949.20 08 TEMPORARY SILT FENCE M 9.5000 35,625.00 213.400 2,027.30 1,828.880 17,374.36 09 TEMPORARY GRAVEL BAG BERM M 15.0000 112,500.00 1,402.400 21,036.00 3,671.820 55,077.30 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 33,000.00 0.000 0.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 16.000 48,000.00 12 TEMPORARY COVER M2 6.0000 6,000.00 670.730 4,024.38 4,264.020 25,584.12 13 TEMPORARY STRAW BALE BARRIER M 45.0000 8,550.00 18.290 823.05 14 MOVE-IN/MOVE-OUT EA 540.0000 6,480.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 15 TEMPORARY HYDRAULIC MULCH M2 0.6500 187,850.00 21,422.000 13,924.30 50,467.160 32,803.65 (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 250,000.0000 250,000.00 0.015 3,750.00 0.339 84,750.00 17 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 60,000.0000 60,000.00 0.015 900.00 0.339 20,340.00 18 CONSTRUCTION AREA SIGNS LS 45,600.0000 45,600.00 0.010 456.00 0.458 20,884.80 S) 19 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 0.015 12,750.00 0.356 302,600.00 S) 20 TYPE III BARRICADE EA 110.0000 3,520.00 2.000 220.00 21 TEMPORARY PAVEMENT MARKING (PAINT) M2 66.0000 5,412.00 66.300 4,375.80 22 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 114,900.00 7,285.520 21,856.56 PROGRAM CAS145 PAGE 2 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:45 AM ESTIMATE NO. 18 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7400 42,328.00 34,546.660 25,564.53 24 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 257.000 8,995.00 S) 25 TEMPORARY PAVEMENT MARKER EA 3.7000 63,270.00 6,609.000 24,453.30 26 TEMPORARY RAILING (TYPE K) M 50.0000 1,245,000.00 237.800 11,890.00 12,454.360 622,718.00 27 TEMPORARY CRASH CUSHION MODULE EA 210.0000 142,800.00 14.000 2,940.00 312.000 65,520.00 28 ABANDON PIPELINE M 160.0000 36,800.00 129.200 20,672.00 29 OBLITERATE SURFACING M2 4.5000 7,335.00 40.000 180.00 30 REMOVE METAL BEAM GUARD RAILING M 25.0000 35,750.00 920.680 23,017.00 31 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.6800 26,880.00 8,326.000 13,987.68 STRIPE 32 REMOVE PAINTED TRAFFIC STRIPE M 1.1000 70,180.00 5,273.100 5,800.41 33 REMOVE PAVEMENT MARKING M2 16.2000 1,782.00 31.200 505.44 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.1500 33,810.00 25,629.310 29,473.71 35 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 27.0000 3,510.00 43.900 1,185.30 36 REMOVE PAVEMENT MARKER EA 0.8100 22,761.00 8,218.000 6,656.58 37 REMOVE ROADSIDE SIGN EA 150.0000 1,050.00 0.000 0.00 38 REMOVE ROADSIDE SIGN PANEL EA 250.0000 750.00 0.000 0.00 39 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 3.000 12,000.00 40 REMOVE SIGN OVERLAY M2 150.0000 525.00 0.000 0.00 41 REMOVE ASPHALT CONCRETE DIKE M 5.0000 19,250.00 1,879.500 9,397.50 42 REMOVE PIPE M 70.0000 18,900.00 78.000 5,460.00 43 REMOVE INLET EA 1,200.0000 21,600.00 14.000 16,800.00 44 REMOVE JUNCTION BOX EA 1,800.0000 1,800.00 1.000 1,800.00 45 RECONSTRUCT METAL BEAM GUARD RAILING M 110.0000 1,760.00 0.000 0.00 46 RESET ROADSIDE SIGN EA 400.0000 400.00 0.000 0.00 47 REMOVE CONCRETE CURB M 9.0000 10,980.00 1,035.000 9,315.00 48 REMOVE CONCRETE BARRIER M 13.5000 36,045.00 150.000 2,025.00 49 CAP INLET EA 1,500.0000 37,500.00 17.000 25,500.00 PROGRAM CAS145 PAGE 3 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:45 AM ESTIMATE NO. 18 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL LS 150,000.0000 150,000.00 0.000 0.00 F) 51 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 0.900 27,000.00 0.900 27,000.00 52 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 53 BRIDGE REMOVAL (PORTION), LOCATION C LS 350,000.0000 350,000.00 0.500 175,000.00 54 BRIDGE REMOVAL (PORTION), LOCATION D LS 250,000.0000 250,000.00 0.500 125,000.00 55 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 0.830 49,800.00 56 BRIDGE REMOVAL (PORTION), LOCATION F LS 50,000.0000 50,000.00 1.000 50,000.00 57 ROADWAY EXCAVATION M3 22.0000 2,662,000.00 6,645.000 146,190.00 101,515.838 2,233,348.44 58 ROADWAY EXCAVATION (TYPE Y-1) M3 26.7000 150,054.00 4,850.000 129,495.00 (AERIALLY DEPOSITED LEAD) 59 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 60 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 777,800.00 3,514.000 702,800.00 F) 61 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 369,750.00 289.800 43,470.00 F) 62 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.3000 1,381,712.60 26,561.000 937,603.30 F) 63 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 80.0000 6,240.00 78.000 6,240.00 F) 64 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 80.0000 4,800.00 35.000 2,800.00 F) 65 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 229,250.00 2,499.000 174,930.00 F) 66 STRUCTURE BACKFILL (ISOLATION CASING) M3 400.0000 332,000.00 207.810 83,124.00 SF) 67 STRUCTURE BACKFILL (RETAINING WALL) M3 51.0000 1,524,900.00 3,646.000 185,946.00 14,941.760 762,029.76 68 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 240.0000 4,080.00 17.000 4,080.00 F) 69 PERVIOUS BACKFILL MATERIAL M3 125.0000 44,750.00 155.000 19,375.00 F) 70 PERVIOUS BACKFILL MATERIAL (RETAINING M3 110.0000 275,550.00 272.000 29,920.00 1,105.110 121,562.10 F) WALL) 71 LEAN CONCRETE BACKFILL M3 400.0000 4,800.00 12.000 4,800.00 F) 72 SOIL NAIL ASSEMBLY M 70.0000 2,545,900.00 36,767.250 2,573,707.50 S) 73 HIGHWAY PLANTING LS 20,900.0000 20,900.00 0.000 0.00 S) 74 EROSION CONTROL (TYPE D) M2 2.9200 1,314.00 0.000 0.00 S) 75 EROSION CONTROL (TYPE BFM) M2 3.1000 169,880.00 10,040.000 31,124.00 S) 76 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 540.0000 2,160.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:45 AM ESTIMATE NO. 18 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLANT (GROUP W) EA 6.3000 2,016.00 0.000 0.00 S) 78 PLANT ESTABLISHMENT WORK LS 32,335.0000 32,335.00 0.000 0.00 S) 79 IRRIGATION SYSTEM LS 39,500.0000 39,500.00 0.000 0.00 S) 80 CLASS 3 AGGREGATE BASE M3 39.9500 735,080.00 1,557.000 62,202.15 3,973.440 158,738.93 81 LEAN CONCRETE BASE M3 187.0000 2,561,900.00 533.000 99,671.00 2,069.880 387,067.56 82 LEAN CONCRETE BASE (RAPID STRENGTH) M3 535.0000 90,950.00 0.000 0.00 S) 83 ASPHALT CONCRETE (TYPE B) TONN 93.0000 1,199,700.00 788.550 73,335.15 84 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.0000 11,680.00 0.000 0.00 85 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 5,200.00 0.000 0.00 86 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 8.0000 2,560.00 0.000 0.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 3,280.00 0.000 0.00 88 CONCRETE PAVEMENT M3 262.0000 6,838,200.00 602.000 157,724.00 3,397.000 890,014.00 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 SEAL PAVEMENT JOINT M 13.8500 411,345.00 1,904.000 26,370.40 91 SEAL LONGITUDINAL ISOLATION JOINT M 30.3500 342,955.00 1,333.000 40,456.55 92 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 93 GRIND EXISTING CONCRETE M2 11.0000 37,070.00 0.000 0.00 PAVEMENT 94 MICROPILE (NO 32 REINFORCEMENT) M 150.0000 3,000.00 38.500 5,775.00 S) 95 FURNISH STEEL SOLDIER PILING (W360X347) M 500.0000 52,000.00 104.000 52,000.00 96 2.6 M PERMANENT STEEL CASING M 3,300.0000 610,500.00 197.560 651,948.00 97 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 260.0000 349,700.00 1,100.360 286,093.60 S) PILING 98 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,675.0000 112,350.00 21.000 56,175.00 S) PILING 99 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 24,000.0000 768,000.00 15.800 379,200.00 S) PILING 00 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 2,330,000.00 460.436 2,302,180.00 S) PILING (ROCK SOCKET) 01 2.6 M CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 481,000.00 197.564 513,666.40 PILING 02 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 1,792,000.00 20.400 326,400.00 S) PILING 03 4.1 M CAST-IN-DRILLED-HOLE CONCRETE M 17,000.0000 952,000.00 46.400 788,800.00 S) PILING PROGRAM CAS145 PAGE 5 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:45 AM ESTIMATE NO. 18 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 704,000.00 22.200 355,200.00 S) PILING (ROCK SOCKET) 05 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 11,000.0000 1,254,000.00 24.200 266,200.00 S) PILING (ROCK SOCKET) 06 4.1 M CAST-IN-DRILLED-HOLE CONCRETE M 16,000.0000 1,280,000.00 60.300 964,800.00 S) PILING (ROCK SOCKET) 07 760 MM DRILLED HOLE M 1,000.0000 108,000.00 108.000 108,000.00 08 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1000,000.0000 1,000,000.00 0.350 350,000.00 S) 09 TIEBACK ANCHOR EA 2,000.0000 8,000.00 6.000 12,000.00 S) 10 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 533,400.00 4.800 2,880.00 831.600 498,960.00 F) 11 STRUCTURAL CONCRETE, BRIDGE M3 1,040.0000 22,226,880.00 327.770 340,880.80 7,455.050 7,753,252.00 F) 12 STRUCTURAL CONCRETE, CRASH WALL M3 800.0000 56,000.00 0.000 0.00 F) 13 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 5,457,500.00 364.620 182,310.00 8,287.530 4,143,765.00 F) 14 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 267,600.00 114.000 45,600.00 F) (TYPE N) 15 MINOR CONCRETE (MINOR STRUCTURE) M3 1,605.0000 396,435.00 8.420 13,514.10 78.180 125,478.90 F) 16 ARCHITECTURAL TREATMENT M2 10.0000 175,200.00 1,224.000 12,240.00 13,139.050 131,390.50 F) (FRACTURED GRANITE TEXTURE) 17 ARCHITECTURAL TREATMENT (BARRIER RAIL) M2 12.0000 32,028.00 570.000 6,840.00 F) 18 DRILL AND BOND DOWEL M 50.0000 133,750.00 66.482 3,324.10 2,257.702 112,885.10 19 CLEAN EXPANSION JOINT M 300.0000 26,400.00 0.000 0.00 20 PTFE SPHERICAL BEARING EA 10,000.0000 90,000.00 2.000 20,000.00 S) 21 JOINT SEAL (TYPE AL) M 120.0000 29,880.00 0.000 0.00 S) 22 JOINT SEAL (MR 30 MM) M 120.0000 17,880.00 0.000 0.00 S) 23 JOINT SEAL (MR 15 MM) M 120.0000 5,640.00 0.000 0.00 S) 24 JOINT SEAL ASSEMBLY (MR 60 MM) M 400.0000 28,400.00 0.000 0.00 S) 25 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 31,200.00 0.000 0.00 S) 26 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,400.0000 23,800.00 0.000 0.00 S) 27 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,500.0000 91,250.00 3.500 8,750.00 S) 28 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,200.0000 124,800.00 2.500 8,000.00 S) 29 SILOFLEX 225 JOINT SEAL M 400.0000 15,200.00 0.000 0.00 S) 30 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 10,717,813.20 29,813.000 50,682.10 2,743,484.000 4,663,922.80 SF) PROGRAM CAS145 PAGE 6 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:45 AM ESTIMATE NO. 18 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8000 1,785,913.20 14,874.880 26,774.78 772,018.060 1,389,632.51 SF) 32 BAR REINFORCING STEEL (CRASH WALL) KG 2.5000 13,250.00 0.000 0.00 SF) 33 SHOTCRETE M3 475.0000 853,575.00 1,894.000 899,650.00 F) 34 ISOLATION COLUMN CASING M 3,500.0000 791,000.00 62.800 219,800.00 SF) 35 FURNISH SIGN STRUCTURE (TRUSS) KG 13.7000 2,521,320.60 0.000 0.00 SF) 36 INSTALL SIGN STRUCTURE (TRUSS) KG 0.6000 110,422.80 0.000 0.00 SF) 37 1372 MM CAST-IN-DRILLED-HOLE M 2,400.0000 14,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 38 1524 MM CAST-IN-DRILLED-HOLE M 1,675.0000 184,250.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 39 METAL (BARRIER MOUNTED SIGN) KG 26.0000 31,460.00 0.000 0.00 40 ROADSIDE SIGN - ONE POST EA 405.0000 3,645.00 0.000 0.00 41 ROADSIDE SIGN - TWO POST EA 760.0000 3,040.00 0.000 0.00 42 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 215.0000 645.00 0.000 0.00 METHOD) 43 INSTALL SIGN OVERLAY M2 190.0000 570.00 0.000 0.00 44 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 26,000.00 0.000 0.00 45 INSTALL ROADSIDE SIGN PANEL ON EA 190.0000 570.00 0.000 0.00 EXISTING POST 46 INSTALL ROADSIDE SIGN EA 2,700.0000 8,100.00 0.000 0.00 (LAMINATED WOOD BOX POST) 47 TIMBER LAGGING M3 5,000.0000 65,000.00 13.000 65,000.00 SF) 48 PREPARE AND PAINT CONCRETE M2 11.0000 42,328.00 4,121.300 45,334.30 S) 49 450 MM REINFORCED CONCRETE PIPE M 320.0000 83,200.00 89.500 28,640.00 50 600 MM REINFORCED CONCRETE PIPE M 390.0000 58,500.00 51.600 20,124.00 51 750 MM REINFORCED CONCRETE PIPE M 505.0000 7,575.00 14.400 7,272.00 52 900 MM REINFORCED CONCRETE PIPE M 605.0000 22,990.00 15.700 9,498.50 53 JACKED 900 MM REINFORCED CONCRETE PIPE M 3,645.0000 225,990.00 81.000 295,245.00 (CLASS II) 54 450 MM CORRUGATED STEEL PIPE M 420.0000 46,200.00 14.800 6,216.00 (2.01 MM THICK) 55 600 MM CORRUGATED STEEL PIPE M 448.0000 31,360.00 13.220 5,922.56 (2.01 MM THICK) 56 750 MM CORRUGATED STEEL PIPE M 484.0000 32,912.00 66.900 32,379.60 (2.01 MM THICK) 57 900 MM CORRUGATED STEEL PIPE M 1,255.0000 2,510.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 7 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:45 AM ESTIMATE NO. 18 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 300 MM CORRUGATED STEEL PIPE RISER M 435.0000 4,350.00 0.000 0.00 (2.01 MM THICK) 59 900 MM CORRUGATED STEEL PIPE RISER M 635.0000 10,160.00 0.000 0.00 (2.01 MM THICK) 60 900 MM CONCRETE FLARED END SECTION EA 1,800.0000 1,800.00 0.000 0.00 61 MINOR CONCRETE (BACKFILL) M3 360.0000 3,960.00 25.160 9,057.60 62 ROCK SLOPE PROTECTION M3 170.0000 49,300.00 0.000 0.00 (BACKING NO. 1, METHOD B) 63 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 170.0000 117,300.00 0.000 0.00 64 SLOPE PAVING (CONCRETE) M3 990.0000 31,680.00 0.000 0.00 F) 65 ROCK SLOPE PROTECTION FABRIC M2 2.5000 1,750.00 0.000 0.00 66 MINOR CONCRETE (MISCELLANEOUS M3 735.0000 213,150.00 76.000 55,860.00 CONSTRUCTION) 67 MINOR CONCRETE (STAMPED CONCRETE) M2 86.0000 122,980.00 0.000 0.00 68 MISCELLANEOUS IRON AND STEEL KG 4.3500 76,207.65 1,448.000 6,298.80 SF) 69 MISCELLANEOUS METAL KG 15.0000 48,750.00 1,625.000 24,375.00 SF)(RESTRAINER - CABLE TYPE) 70 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 319,728.00 9,204.500 110,454.00 SF) 71 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 201,800.00 6,041.000 60,410.00 SF) 72 CHAIN LINK FENCE (TYPE CL-1.8) M 45.0000 15,750.00 58.840 2,647.80 S) 73 CHAIN LINK GATE EA 1,170.0000 1,170.00 0.000 0.00 S) 74 INSTALL MEDIAN MILEAGE PANEL EA 250.0000 2,250.00 0.000 0.00 75 METAL BEAM GUARD RAILING M 107.6500 129,180.00 0.000 0.00 S) 76 CHAIN LINK RAILING (TYPE 7) M 230.0000 34,500.00 0.000 0.00 SF) 77 CONCRETE BARRIER M 240.0000 10,560.00 44.000 10,560.00 F) 78 CABLE RAILING M 29.5000 57,318.50 1,237.000 36,491.50 F) 79 TRANSITION RAILING (TYPE WB) EA 4,545.0000 72,720.00 0.000 0.00 S) 80 END ANCHOR ASSEMBLY (TYPE SFT) EA 885.0000 5,310.00 0.000 0.00 S) 81 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,475.0000 10,425.00 0.000 0.00 S) 82 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,610.0000 23,490.00 0.000 0.00 S) 83 CRASH CUSHION, SAND FILLED EA 8,500.0000 8,500.00 0.000 0.00 S) 84 CRASH CUSHION (REACT 9CBB) EA 76,200.0000 76,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:45 AM ESTIMATE NO. 18 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 60) M 165.0000 84,150.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 60A) M 200.0000 204,000.00 0.000 0.00 87 CONCRETE BARRIER (TYPE 60 MOD) M 210.0000 88,200.00 0.000 0.00 88 CONCRETE BARRIER (TYPE 60C) M 285.0000 276,450.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 60D) M 142.0000 440,200.00 324.000 46,008.00 90 CONCRETE BARRIER (TYPE 60E) M 680.0000 176,800.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 60E MODIFIED) M 880.0000 114,400.00 0.000 0.00 92 CONCRETE BARRIER (TYPE 736) M 200.0000 9,400.00 0.000 0.00 F) 93 CONCRETE BARRIER (TYPE 736B MODIFIED) M 320.0000 70,400.00 312.000 99,840.00 94 CONCRETE BARRIER (TYPE 736 MODIFIED) M 205.0000 1,122,990.00 635.000 130,175.00 F) 95 CONCRETE BARRIER (TYPE 736A MODIFIED) M 205.0000 219,350.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 736B) M 315.0000 97,650.00 455.000 143,325.00 97 THERMOPLASTIC PAVEMENT MARKING M2 45.4000 16,798.00 0.000 0.00 S) 98 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 630.50 0.000 0.00 S) (BROKEN 11.0 M - 3.50 M) 99 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 48,600.00 0.000 0.00 S) 00 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8500 9,291.00 0.000 0.00 S) 01 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5700 1,385.10 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 02 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.4800 14,352.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 03 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 265.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 04 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 22,000.00 0.000 0.00 S) 05 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 25,830.00 0.000 0.00 S) 06 LIGHTING (TEMPORARY) LS 123,000.0000 123,000.00 0.310 38,130.00 S) 07 53 MM ELECTRICAL CONDUIT M 43.5000 36,540.00 0.000 0.00 S) 08 COMMUNICATION CONDUIT (BRIDGE) M 119.0000 130,900.00 0.000 0.00 S) 09 SEISMIC MONITORING SYSTEM LS 177,100.0000 177,100.00 0.010 1,771.00 0.250 44,275.00 S) 10 AUTOMATIC VEHICLE CLASSIFICATION STATION LS 192,200.0000 192,200.00 0.310 59,582.00 S) 11 TRAFFIC MONITORING STATION (LOCATION 1) LS 79,900.0000 79,900.00 0.020 1,598.00 0.190 15,181.00 S) PROGRAM CAS145 PAGE 9 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:45 AM ESTIMATE NO. 18 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 TRAFFIC MONITORING STATION (LOCATION 2) LS 75,600.0000 75,600.00 0.060 4,536.00 0.310 23,436.00 S) 13 TRAFFIC MONITORING STATION (LOCATION 3) LS 17,300.0000 17,300.00 0.000 0.00 S) 14 CLOSED CIRCUIT TELEVISION CAMERA LS 46,400.0000 46,400.00 0.000 0.00 S) (LOCATION GS448) 15 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 304,600.0000 304,600.00 0.030 9,138.00 S) 16 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1641,600.0000 1,641,600.00 0.010 16,416.00 0.490 804,384.00 S) 17 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 18 SYSTEM TESTING AND DOCUMENTATION LS 6,800.0000 6,800.00 0.000 0.00 S) 19 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 20 TEMPORARY CULVERT M 500.0000 110,000.00 182.270 91,135.00 21 TRAFFIC CONE EA 50.0000 950.00 0.000 0.00 S) 22 REMOVE CHAIN LINK FENCE M 10.0000 120.00 12.000 120.00 23 PRECAST PANEL CONCRETE PAVEMENT M3 2,995.0000 389,350.00 0.000 0.00 24 BAR REINFORCING STEEL (GSRD) KG 2.3000 35,585.60 0.000 0.00 SF) 25 CLEAN AND PAINT CONCRETE SURFACES M2 11.0000 28,930.00 0.000 0.00 (TUNNEL) 26 STAINLESS STEEL (GSRD) (TYPE 1) KG 49.0000 114,072.00 0.000 0.00 SF) 27 UNDERCROSSING ELECTRICAL WORK LS 3421,400.0000 3,421,400.00 0.030 102,642.00 0.560 1,915,984.00 PROGRAM CAS145 PAGE 10 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-168004 TIME 10:45 AM ESTIMATE NO. 18 BID OPENING 02/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: YOUNG, FRED DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,636,660.01 45,063,251.45 ADJUSTMENT OF COMPENSATION 1,328.80 113,056.69 EXTRA WORK 57,750.31 5,015,397.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,695,739.12 50,191,705.73 28 MOBILIZATION LS 307,938.0000 10,307,938.00 0.950 9,792,541.10 ORIGINAL CONTRACT AMOUNT 114,415,513.75 TOTAL WORK COMPLETED 1,695,739.12 59,984,246.83 MATERIALS ON HAND ON SITE 3,385,627.74 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 1,695,739.12 63,364,874.57 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 05/01/08 1250 07/10/08 00/00/00 10/19/12 339 43 24 0 50% 33% PROGRESS IS SATISFACTORY YOUNG, FRED RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 01/26/10