PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/30/09 EST. NO.32 TIME 09:45 AM R.E. NAME: BASHOURA, YANINA 07-1294V4 --------------------------------------------------------------------------- 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 0429 1,327.98 E.W. @ F.A.(+) 100109 N 1211.0 002 0098 954.18 E.W. @ F.A.(+) 090909 Y 1221.0 0099 3,190.07 091009 Y 1222.0 0100 3,272.47 091109 Y 1223.0 0101 2,063.69 091109 Y 1224.0 0102 2,975.91 091409 Y 1225.0 0103 2,487.33 091809 Y 1227.0 0104 3,133.75 092109 Y 1228.0 0105 2,275.37 092209 Y 1229.0 0106 2,549.16 093009 Y 1231.0 0107 2,183.48 100209 Y 1232.0 007 0008 1,862.50 E.W. @ F.A.(+) 102009 N 1247.1 015 0113 945.27 E.W. @ F.A.(+) 110909 N 1246.0 0114 456.59 111709 N 1296.0 0115 686.28 102909 N 1297.0 026 0019-2 9,931.75 E.W. @ U.P (+) 081509 N 26UP11 DAO CORRECTING ENTRY 0022 3,981.50 A.C. @ L.S.(+) 101509 N LS-5 0 049 0002 6,598.24 A.C. @ L.S.(+) 101509 N LS-2 0 053 0015 4,395.43 A.C. @ L.S.(+) 101509 N LS 0 054 0001 1,078.37 E.W. @ F.A.(+) 082409 N 1235.0 0002 1,811.91 082509 N 1236.0 0003 3,773.20 082609 N 1237.0 0004 3,213.80 082709 N 1238.0 0009 20,839.49 A.C. @ L.S.(+) 111509 N LS-1 0 0010 676.42 E.W. @ F.A.(+) 111809 N 1298.0 0011 845.53 111909 N 1299.0 062 0044 214.50 E.W. @ F.A.(+) 062409 N 1116.0 075 0004 6,016.99 A.C. @ L.S.(+) 111509 N LS-1 0 078 0045 308.47 E.W. @ F.A.(+) 072409 N 1210.0 0046 2,183.44 082509 N 1290.0 0047 4,500.00 A.C. @ L.S.(+) 111509 N LS-1 0 0048 10,800.00 E.W. @ L.S.(+) 111509 N LS-2 0 085 0003 3,000.00 A.C. @ L.S.(+) 111509 N 85-3 0 088 0005 2,457.69 E.W. @ L.S.(+) 112009 N S-5 0 096 0001 562.56 E.W. @ F.A.(+) 101609 N 1212.0 106 0009 4,781.62 E.W. @ F.A.(+) 092709 N 1209.0 0010 1,628.51 090409 Y 1220.0 0011 186.54 091409 Y 1226.0 124,149.99 TOTAL THIS ESTIMATE 3,205,371.15 TOTAL PREVIOUS ESTIMATE 3,329,521.14 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/30/09 EST. NO.32 TIME 09:45 AM R.E. NAME: BASHOURA, YANINA 07-1294V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONCRETE OUT OF COMP -5,738.40 19 CONC.PAVING NONCOMPL -1,150.00 20 LATE OPENING -29,400.00 31 0.00 -36,288.40 LABOR COMPLIANCE VIOLATION VARIOUS -10,000.00 09 MAR.08, APR.08 -10,000.00 13 MAR 08, APR 08 10,000.00 14 VARIOUS 10,000.00 14 JULY 08, AUG 08 -10,000.00 17 JULY 08, AUG 08 10,000.00 18 0.00 0.00 TOTAL DEDUCTIONS 0.00 -36,288.40 PROGRAM CAS145 PAGE 1 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:45 AM ESTIMATE NO. 32 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 11/30/09 LOCATION PROGRESS ESTIMATE 07-LA-60-11.8/23.3 ----------------- SKANSKA USA CIVIL WEST CALIF IN LOS ANGELES COUNTY AT HACIENDA 1995 AGUA MANSA ROAD HEIGHTS AND ROWLAND HEIGHTS AT RIVERSIDE, CA 92509 VARIOUS LOCATIONS FED. AID NO. ACNH-P060(130)E ,CMLN-6207(40)E CONSTRUCT HOV LANE AND SOUNDWALLS ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 2,700.0000 2,160,000.00 21.000 56,700.00 578.000 1,560,600.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 33.0000 43,560.00 1,865.820 61,572.06 04 TEMPORARY FENCE (TYPE ESA) M 16.0000 3,200.00 180.000 2,880.00 05 TEMPORARY SUPPORT LS 9,000.0000 9,000.00 1.000 9,000.00 06 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.750 11,250.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 550,000.0000 550,000.00 0.989 543,950.00 08 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.606 60,600.00 S) 09 TRAFFIC CONTROL SYSTEM LS 1245,000.0000 1,245,000.00 0.026 32,370.00 0.824 1,025,880.00 S) 10 TYPE III BARRICADE EA 100.0000 11,000.00 27.000 2,700.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 56.0000 840.00 85.790 4,804.24 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 56,400.00 1,906.000 1,429.50 142,054.160 106,540.62 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 25,200.00 1,063.000 37,205.00 S) 14 TEMPORARY PAVEMENT MARKER EA 3.0000 18,030.00 275.000 825.00 12,355.000 37,065.00 S) 15 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 2,500.00 13.000 32,500.00 S) 16 TEMPORARY RAILING (TYPE K) M 37.0000 2,656,600.00 2,316.480 85,709.76 61,073.440 2,259,717.28 S) 17 TEMPORARY CRASH CUSHION MODULE EA 250.0000 172,500.00 897.000 224,250.00 S) 18 ABANDON CULVERT M 65.0000 5,200.00 60.600 3,939.00 19 REMOVE WOOD FENCE M 25.0000 1,125.00 45.000 1,125.00 20 REMOVE CHAIN LINK FENCE M 35.0000 29,400.00 65.600 2,296.00 755.200 26,432.00 S) 21 REMOVE METAL BEAM GUARD RAILING M 35.0000 140,000.00 11.430 400.05 3,972.180 139,026.30 S) 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 55,050.00 35,469.000 53,203.50 S) STRIPE PROGRAM CAS145 PAGE 2 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:45 AM ESTIMATE NO. 32 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 164,200.00 57,076.000 114,152.00 S) 24 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 8,500.00 82.400 2,060.00 S) 25 REMOVE PAVEMENT MARKER EA 1.0000 43,600.00 42,132.000 42,132.00 S) 26 REMOVE ROADSIDE SIGN EA 225.0000 4,500.00 6.000 1,350.00 20.000 4,500.00 27 REMOVE SIGN STRUCTURE EA 6,000.0000 222,000.00 35.000 210,000.00 28 REMOVE BRIDGE MOUNTED SIGN EA 4,000.0000 32,000.00 8.000 32,000.00 29 REMOVE ASPHALT CONCRETE DIKE M 4.0000 10,240.00 42.000 168.00 2,701.240 10,804.96 30 REMOVE PIPE M 10.0000 39,100.00 3,383.000 33,830.00 31 REMOVE INLET EA 750.0000 41,250.00 40.000 30,000.00 32 REMOVE HEADWALL EA 450.0000 8,100.00 18.000 8,100.00 33 REMOVE JUNCTION BOX EA 1,300.0000 26,000.00 11.000 14,300.00 34 REMOVE MASONRY WALL M2 22.0000 28,600.00 1,290.100 28,382.20 35 RELOCATE ROADSIDE SIGN-ONE POST EA 350.0000 1,400.00 1.000 350.00 1.000 350.00 36 RELOCATE ROADSIDE SIGN-TWO POST EA 600.0000 1,800.00 1.500 900.00 S) 37 MODIFY INLET EA 3,725.0000 55,875.00 17.000 63,325.00 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 24,100.00 216.000 2,160.00 27,960.690 279,606.90 S) 39 REMOVE CONCRETE M3 170.0000 25,500.00 236.660 40,232.20 40 REMOVE CONCRETE (CURB AND GUTTER) M 26.0000 28,080.00 1,151.130 29,929.38 41 REMOVE CONCRETE BARRIER (TYPE 50) M 27.0000 445,500.00 1,814.870 49,001.49 14,961.000 403,947.00 42 REMOVE CONCRETE BARRIER (TYPE 27 MOD) M 35.0000 35,700.00 1,013.900 35,486.50 43 REMOVE CONCRETE BARRIER (TYPE 60) M 50.0000 4,050.00 77.830 3,891.50 44 CLEAN BRIDGE DECK M2 35.0000 291,620.00 1,701.870 59,565.45 4,101.870 143,565.45 45 REMOVE SOUND WALL M 28.0000 31,080.00 1,104.900 30,937.20 46 ACCESS OPENING, SOFFIT EA 2,000.0000 24,000.00 9.750 19,500.00 47 CAP INLET AND JUNCTION BOX EA 2,225.0000 8,900.00 2.000 4,450.00 48 BRIDGE REMOVAL, LOCATION A LS 53,000.0000 53,000.00 1.000 53,000.00 F) 49 BRIDGE REMOVAL, LOCATION B LS 60,000.0000 60,000.00 1.000 60,000.00 F) PROGRAM CAS145 PAGE 3 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:45 AM ESTIMATE NO. 32 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION A LS 26,000.0000 26,000.00 1.000 26,000.00 51 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000.00 52 BRIDGE REMOVAL (PORTION), LOCATION C LS 12,000.0000 12,000.00 1.000 12,000.00 53 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 54 BRIDGE REMOVAL (PORTION), LOCATION E LS 7,000.0000 7,000.00 1.000 7,000.00 1.000 7,000.00 55 BRIDGE REMOVAL (PORTION), LOCATION F LS 7,000.0000 7,000.00 1.000 7,000.00 1.000 7,000.00 56 BRIDGE REMOVAL (PORTION), LOCATION G LS 8,000.0000 8,000.00 0.000 0.00 57 BRIDGE REMOVAL (PORTION), LOCATION H LS 4,000.0000 4,000.00 0.500 2,000.00 58 BRIDGE REMOVAL (PORTION), LOCATION I LS 8,000.0000 8,000.00 0.500 4,000.00 59 BRIDGE REMOVAL (PORTION), LOCATION J LS 4,000.0000 4,000.00 0.500 2,000.00 60 CLEARING AND GRUBBING LS 350,000.0000 350,000.00 1.000 350,000.00 61 ROADWAY EXCAVATION M3 17.0000 1,955,000.00 104,784.730 1,781,340.41 62 ROADWAY EXCAVATION (TYPE Z-3) M3 114.0000 177,840.00 1,560.000 177,840.00 (AERIALLY DEPOSITED LEAD) 63 ROADWAY EXCAVATION (TYPE Y-2) M3 17.0000 243,100.00 15,300.000 260,100.00 (AERIALLY DEPOSITED LEAD) 64 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.950 4,750.00 65 STRUCTURE EXCAVATION (BRIDGE) M3 230.0000 269,330.00 1,168.000 268,640.00 F) 66 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.0000 966,875.00 26,179.000 916,265.00 F) 67 STRUCTURE EXCAVATION (TYPE Z-1) M3 114.0000 9,690.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 68 STRUCTURE EXCAVATION (TYPE Z-2) M3 114.0000 56,202.00 482.000 54,948.00 F) (AERIALLY DEPOSITED LEAD) 69 STRUCTURE EXCAVATION (TYPE Z-3) M3 114.0000 414,732.00 3,424.000 390,336.00 F) (AERIALLY DEPOSITED LEAD) 70 STRUCTURE EXCAVATION (TYPE Y-2) M3 35.0000 360,990.00 9,311.000 325,885.00 F) (AERIALLY DEPOSITED LEAD) 71 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 81,685.00 932.000 79,220.00 F) 72 STRUCTURE BACKFILL (RETAINING WALL) M3 63.0000 1,901,529.00 27,067.000 1,705,221.00 F) 73 PERVIOUS BACKFILL MATERIAL (RETAINING M3 150.0000 89,400.00 529.000 79,350.00 F) WALL) 74 SAND BACKFILL M3 125.0000 8,750.00 66.300 8,287.50 75 DITCH EXCAVATION M3 56.0000 53,200.00 948.500 53,116.00 76 HIGHWAY PLANTING LS 516,000.0000 516,000.00 0.040 20,640.00 0.890 459,240.00 S) PROGRAM CAS145 PAGE 4 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:45 AM ESTIMATE NO. 32 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MULCH M3 35.0000 340,900.00 1,468.000 51,380.00 3,889.000 136,115.00 S) 78 FIBER (EROSION CONTROL) KG 30.0000 163,500.00 7,061.960 211,858.80 S) 79 COMPOST (EROSION CONTROL) M3 20.0000 6,000.00 6.000 120.00 231.610 4,632.20 S) 80 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 5,000.0000 80,000.00 1.000 5,000.00 13.000 65,000.00 S) 81 PURE LIVE SEED (EROSION CONTROL) KG 185.0000 16,650.00 1.850 342.25 93.709 17,336.17 S) 82 STABILIZING EMULSION (EROSION CONTROL) KG 100.0000 41,000.00 528.860 52,886.00 S) 83 MAINTAIN EXISTING PLANTED AREAS LS 120,000.0000 120,000.00 0.000 0.00 S) 84 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0.00 S) 85 MAINTAIN EXISTING IRRIGATION FACILITIES LS 85,000.0000 85,000.00 0.000 0.00 S) 86 IRRIGATION SYSTEM LS 375,000.0000 375,000.00 0.020 7,500.00 0.950 356,250.00 S) 87 NPS 3 SUPPLY LINE (BRIDGE) M 75.0000 24,000.00 240.110 18,008.25 88 200 MM WELDED STEEL PIPE CONDUIT M 325.0000 123,500.00 302.300 98,247.50 S) (6.35 MM THICK) 89 EXTEND 200 MM CONDUIT M 500.0000 1,000.00 2.000 1,000.00 S) 90 EXTEND 250 MM CONDUIT M 500.0000 1,500.00 0.000 0.00 S) 91 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 8,750.00 32.680 8,170.00 92 CLASS 3 AGGREGATE BASE M3 35.0000 1,536,500.00 37,202.720 1,302,095.20 93 LEAN CONCRETE BASE M3 208.0000 5,928,000.00 3,256.200 677,289.60 22,016.780 4,579,490.24 94 ASPHALT CONCRETE (TYPE B) TONN 95.0000 2,422,500.00 116.240 11,042.80 19,881.350 1,888,728.25 95 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 21.0000 85,470.00 83.960 1,763.16 2,904.760 60,999.96 AREA) 96 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.5000 13,805.00 171.200 941.60 2,262.000 12,441.00 97 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.5000 3,135.00 295.920 1,627.56 98 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.5000 8,195.00 507.600 2,791.80 1,590.580 8,748.19 99 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.5000 34,650.00 413.080 2,271.94 5,675.650 31,216.08 00 CONCRETE PAVEMENT M3 256.0000 14,592,000.00 36,706.750 9,396,928.00 01 CONCRETE PAVEMENT M3 1,060.0000 1,452,200.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 02 RAPID STRENGTH CONCRETE BASE M3 875.0000 1,076,250.00 0.000 0.00 03 SEAL PAVEMENT JOINT M 8.5000 465,800.00 460.600 3,915.10 34,997.710 297,480.54 PROGRAM CAS145 PAGE 5 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:45 AM ESTIMATE NO. 32 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 SEAL LONGITUDINAL ISOLATION JOINT M 11.0000 467,500.00 2,707.150 29,778.65 27,712.954 304,842.49 05 GRIND EXISTING CONCRETE M2 12.0000 456,000.00 3,732.600 44,791.20 37,939.000 455,268.00 S) PAVEMENT 06 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 550.0000 479,600.00 837.277 460,502.35 S) PILING 07 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 537.0000 895,716.00 1,693.784 909,562.01 S) PILING 08 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 37,200.00 46.100 36,880.00 S) PILING 09 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 235.0000 5,922,000.00 30,898.347 7,261,111.55 S) PILING (SOUND WALL) 10 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,115.0000 89,200.00 91.541 102,068.22 S) PILING (SOUND WALL) 11 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 775.0000 108,500.00 196.515 152,299.13 S) 12 PRESTRESSING CAST-IN-PLACE CONCRETE LS 56,000.0000 56,000.00 1.000 56,000.00 S) 13 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 177,200.00 431.001 172,400.40 F) 14 STRUCTURAL CONCRETE, BRIDGE M3 1,150.0000 1,460,500.00 1,257.300 1,445,895.00 F) 15 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 5,601,750.00 9,756.970 5,122,409.25 F) 16 STRUCTURAL CONCRETE, BARRIER SLAB M3 1,250.0000 67,500.00 54.000 67,500.00 F) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,725.0000 231,150.00 134.000 231,150.00 F) (TYPE N) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 960.0000 308,160.00 51.160 49,113.60 276.996 265,916.16 (TYPE R) 19 CLASS 1 CONCRETE (BOX CULVERT) M3 1,450.0000 45,965.00 30.500 44,225.00 F) 20 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 952,700.00 527.330 922,827.50 F) 21 MINOR CONCRETE (SOUND WALL) M3 650.0000 140,725.00 382.500 248,625.00 F) 22 MINOR CONCRETE (BACKFILL) M3 120.0000 5,520.00 53.640 6,436.80 F) 23 PAVING NOTCH EXTENSION M3 5,500.0000 47,850.00 7.229 39,759.50 24 FRACTURED RIB TEXTURE M2 55.0000 51,700.00 875.500 48,152.50 25 DRILL AND BOND DOWEL M 130.0000 71,760.00 545.975 70,976.75 26 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 46.0000 15,824.00 416.000 19,136.00 27 CLEAN EXPANSION JOINT M 27.0000 16,875.00 0.000 0.00 28 REFINISH BRIDGE DECK M2 110.0000 4,730.00 0.000 0.00 F) 29 CORE CONCRETE (0 - 50 MM) M 215.0000 71,380.00 312.830 67,258.45 S) 30 CORE CONCRETE (51 MM - 100 MM) M 215.0000 2,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:45 AM ESTIMATE NO. 32 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CORE CONCRETE (101 MM - 150 MM) M 329.0000 658.00 0.000 0.00 S) 32 CORE CONCRETE (151 MM - 200 MM) M 548.0000 3,562.00 3.059 1,676.33 S) 33 SOUND WALL (MASONRY BLOCK) M2 243.0000 8,584,947.00 981.056 238,396.61 38,581.000 9,375,183.00 SF) 34 JOINT SEAL (MR 30 MM) M 145.0000 6,380.00 4.110 595.95 S) 35 JOINT SEAL (MR 15 MM) M 170.0000 77,945.00 42.830 7,281.10 S) 36 JOINT SEAL (MR 40 MM) M 200.0000 36,200.00 0.000 0.00 S) 37 BAR REINFORCING STEEL (BRIDGE) KG 2.6000 994,032.00 390,445.000 1,015,157.00 SF) 38 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 1,372,098.00 609,663.000 1,280,292.30 SF) 39 BAR REINFORCING STEEL (BOX CULVERT) KG 4.5000 18,315.00 3,371.000 15,169.50 S) 40 HEADED BAR REINFORCEMENT EA 84.0000 89,544.00 814.000 68,376.00 SF) 41 TREAT BRIDGE DECK M2 115.0000 958,180.00 3,001.870 345,215.05 4,101.870 471,715.05 F) 42 MEMBRANE WATERPROOFING M2 73.0000 10,439.00 143.000 10,439.00 SF) 43 FURNISH BRIDGE DECK TREATMENT MATERIAL L 55.0000 208,670.00 1,092.300 60,076.50 1,592.300 87,576.50 (LOW ODOR) 44 COLUMN CASING KG 10.0000 611,780.00 59,238.000 592,380.00 SF) 45 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 5,481,540.00 491,860.000 4,426,740.00 F) 46 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 609,060.00 491,860.000 491,860.00 SF) 47 1372 MM CAST-IN-DRILLED-HOLE M 2,250.0000 117,000.00 29.000 65,250.00 S) CONCRETE PILE (SIGN FOUNDATION) 48 1524 MM CAST-IN-DRILLED-HOLE M 4,500.0000 2,025,000.00 410.000 1,845,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 49 METAL (BARRIER MOUNTED SIGN) KG 6.5000 45,045.00 1,117.000 7,260.50 50 METAL (SOUND WALL MOUNTED SIGN) KG 9.0000 18,360.00 0.000 0.00 51 ROADSIDE SIGN - ONE POST EA 450.0000 1,800.00 0.000 0.00 52 ROADSIDE SIGN - TWO POST EA 900.0000 2,700.00 1.000 900.00 53 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 285.0000 2,280.00 0.000 0.00 METHOD) 54 INSTALL SIGN PANEL ON EXISTING FRAME M2 85.0000 1,190.00 0.000 0.00 55 INSTALL ROADSIDE SIGN PANEL ON EA 675.0000 8,775.00 13.000 8,775.00 EXISTING POST 56 INSTALL SIGN PANEL ON SOUND WALL EA 1,125.0000 10,125.00 4.000 4,500.00 57 450 MM REINFORCED CONCRETE PIPE M 190.0000 228,000.00 4.700 893.00 1,229.620 233,627.80 PROGRAM CAS145 PAGE 7 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:45 AM ESTIMATE NO. 32 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 600 MM REINFORCED CONCRETE PIPE M 250.0000 265,000.00 1,223.660 305,915.00 59 750 MM REINFORCED CONCRETE PIPE M 335.0000 2,010.00 4.900 1,641.50 60 900 MM REINFORCED CONCRETE PIPE M 500.0000 15,000.00 12.700 6,350.00 61 1050 MM REINFORCED CONCRETE PIPE M 610.0000 1,830.00 6.900 4,209.00 62 JACKED 600 MM REINFORCED CONCRETE PIPE M 750.0000 18,000.00 21.640 16,230.00 (CLASS V) 63 JACKED 1200 MM REINFORCED CONCRETE PIPE M 4,000.0000 236,000.00 59.000 236,000.00 (CLASS V) 64 450 MM CORRUGATED STEEL PIPE M 200.0000 38,000.00 197.960 39,592.00 (2.01 MM THICK) 65 600 MM CORRUGATED STEEL PIPE M 575.0000 11,500.00 16.200 9,315.00 (2.01 MM THICK) 66 450 MM SLOTTED CORRUGATED STEEL PIPE M 235.0000 735,550.00 821.530 193,059.55 (2.01 MM THICK) 67 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 116.0000 9,280.00 53.500 6,206.00 (2.01 MM THICK) 68 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 119.0000 4,760.00 30.700 3,653.30 (2.01 MM THICK) 69 300 MM ENTRANCE TAPER EA 675.0000 8,100.00 10.200 6,885.00 70 GRATED LINE DRAIN M 110.0000 13,200.00 12.500 1,375.00 36.500 4,015.00 71 300 MM STEEL FLARED END SECTION EA 200.0000 3,200.00 13.000 2,600.00 72 450 MM STEEL FLARED END SECTION EA 265.0000 7,155.00 27.000 7,155.00 73 ROCK SLOPE PROTECTION M3 100.0000 9,000.00 1.370 137.00 68.510 6,851.00 (FACING, METHOD B) 74 MINOR CONCRETE (DITCH LINING) M3 1,500.0000 3,000.00 16.590 24,885.00 75 MINOR CONCRETE (CURB AND GUTTER) M3 320.0000 41,600.00 4.690 1,500.80 130.010 41,603.20 76 MISCELLANEOUS IRON AND STEEL KG 2.4000 103,692.00 18,877.000 45,304.80 SF) 77 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 15,030.00 1,503.000 15,030.00 SF) 78 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 29,000.00 598.130 29,906.50 S) 79 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,250.0000 11,250.00 6.000 13,500.00 S) 80 INSTALL MEDIAN MILEAGE PANEL EA 85.0000 10,200.00 0.000 0.00 81 METAL BEAM GUARD RAILING M 85.0000 566,950.00 26.670 2,266.95 6,898.020 586,331.70 S) 82 CABLE RAILING M 130.0000 56,693.00 432.550 56,231.50 83 TRANSITION RAILING (TYPE WB) EA 2,800.0000 75,600.00 2.000 5,600.00 28.000 78,400.00 S) 84 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,125.0000 38,250.00 2.000 2,250.00 34.000 38,250.00 S) PROGRAM CAS145 PAGE 8 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:45 AM ESTIMATE NO. 32 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,600.0000 56,000.00 1.000 5,600.00 15.000 84,000.00 S) 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 5,600.0000 156,800.00 2.000 11,200.00 30.000 168,000.00 S) 87 CRASH CUSHION (REACT 9SCBS) EA 58,000.0000 58,000.00 0.000 0.00 S) 88 CONCRETE BARRIER (TYPE 60) M 170.0000 66,300.00 49.260 8,374.20 308.360 52,421.20 89 CONCRETE BARRIER (TYPE 60D) M 675.0000 209,250.00 305.720 206,361.00 90 CONCRETE BARRIER (TYPE 60G) M 230.0000 3,565,000.00 4,914.400 1,130,312.00 91 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 350.0000 214,025.00 244.460 85,561.00 92 CONCRETE BARRIER (TYPE 60GC) M 365.0000 156,950.00 87.500 31,937.50 93 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 345.0000 11,040.00 0.000 0.00 94 CONCRETE BARRIER (TYPE 60GR) M 400.0000 152,000.00 49.500 19,800.00 209.500 83,800.00 95 CONCRETE BARRIER (TYPE 60R) M 400.0000 36,000.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 736A MODIFIED) M 230.0000 736,920.00 2,863.965 658,711.95 97 CONCRETE BARRIER (TYPE 736A) M 247.0000 125,970.00 0.000 0.00 98 CONCRETE BARRIER (TYPE 736 MODIFIED) M 231.0000 86,394.00 374.000 86,394.00 F) 99 CONCRETE BARRIER (TYPE 736S MODIFIED) M 239.0000 19,120.00 123.150 29,432.85 F) 00 CONCRETE BARRIER (TYPE 736SV) M 480.0000 3,192,000.00 -105.000 -50,400.00 6,899.368 3,311,696.64 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 365.0000 4,745.00 13.000 4,745.00 F) 03 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 49,950.00 41.690 1,876.05 86.860 3,908.70 S) 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 188,600.00 2,824.000 3,247.60 30,525.980 35,104.88 S) 05 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 19,750.00 248.000 620.00 2,842.630 7,106.58 S) 06 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,420.00 1,183.210 2,366.42 S) (BROKEN 3.66 M - 0.92 M) 07 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,200.00 166.000 415.00 S) 08 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 115,000.00 4,484.000 4,484.00 107,330.910 107,330.91 S) (BROKEN 10.98 M - 3.66 M) 09 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,470.00 1,885.800 1,885.80 S) (BROKEN 5.18 M - 2.14 M) 10 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 79,500.00 1,268.000 3,170.00 30,698.000 76,745.00 S) 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 83,600.00 424.000 1,696.00 9,330.000 37,320.00 S) PROGRAM CAS145 PAGE 9 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:45 AM ESTIMATE NO. 32 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 LIGHTING (TEMPORARY) LS 240,000.0000 240,000.00 0.444 106,560.00 S) 13 LIGHTING CONDUIT (BRIDGE) LS 30,000.0000 30,000.00 0.991 29,730.00 S) 14 MODIFY COMMUNICATION SYSTEM ROUTING LS 3200,000.0000 3,200,000.00 0.027 86,400.00 0.626 2,003,200.00 S) 15 ELECTRIC SERVICE (IRRIGATION) LS 30,000.0000 30,000.00 0.025 750.00 0.725 21,750.00 S) 16 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 12,000.0000 12,000.00 0.000 0.00 S) 17 MODIFY TRAFFIC MONITORING STATION LS 440,000.0000 440,000.00 0.013 5,720.00 0.340 149,600.00 S) 18 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 50,000.0000 50,000.00 0.000 0.00 S) STATION 19 MODIFY RAMP METERING SYSTEM LS 660,000.0000 660,000.00 0.026 17,160.00 0.261 172,260.00 20 MODIFY SIGNAL AND LIGHTING LS 8,000.0000 8,000.00 0.000 0.00 S) 21 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1800,000.0000 1,800,000.00 0.038 68,400.00 0.669 1,204,200.00 S) 22 MODIFY SOFFIT LIGHTING LS 25,000.0000 25,000.00 0.207 5,175.00 S) 23 RELOCATE CLOSED CIRCUIT TELEVISION LS 32,000.0000 32,000.00 0.096 3,072.00 0.415 13,280.00 S) CAMERA (LOCATION PO 120) 24 RELOCATE CLOSED CIRCUIT TELEVISON LS 34,000.0000 34,000.00 0.156 5,304.00 S) CAMERA (LOCATION PO 132) 25 RELOCATE CLOSED CIRCUIT TELEVISION LS 75,000.0000 75,000.00 0.769 57,675.00 S) CAMERA (LOCATION PO 142) 26 RELOCATE CLOSED CIRCUIT TELEVISION LS 32,000.0000 32,000.00 0.031 992.00 S) CAMERA (LOCATION PO 144) 27 RELOCATE CHANGEABLE MESSAGE SIGN LS 175,000.0000 175,000.00 0.919 160,825.00 S) (CMS 74) 28 SYSTEM TESTING AND DOCUMENTATION LS 56,000.0000 56,000.00 0.000 0.00 S) 29 MODIFY DATA NODE (LOCATION PO 159) LS 60,000.0000 60,000.00 0.000 0.00 S) 30 MODIFY VIDEO NODE (LOCATION PO 159) LS 30,000.0000 30,000.00 0.000 0.00 S) 31 MODIFY CABLE NODE (LOCATION PO 117) LS 50,000.0000 50,000.00 0.000 0.00 S) 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 REMOVE TRAFFIC STRIPE M 3.0000 183,000.00 3,295.000 9,885.00 53,537.580 160,612.74 PROGRAM CAS145 PAGE 10 DATE 11/30/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:45 AM ESTIMATE NO. 32 BID OPENING 01/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 11/30/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,073,772.71 84,072,967.45 ADJUSTMENT OF COMPENSATION 49,331.65 1,308,650.89 EXTRA WORK 74,818.34 2,020,870.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,197,922.70 87,402,488.59 34 MOBILIZATION LS 50,000.0000 10,050,000.00 1.000 10,050,000.00 ORIGINAL CONTRACT AMOUNT 113,996,562.00 TOTAL WORK COMPLETED 2,197,922.70 97,452,488.59 MATERIALS ON HAND ON SITE 499,077.14 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -36,288.40 TOTAL 2,197,922.70 97,915,277.33 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 04/18/07 1040 05/07/07 08/03/07 12/30/10 578 59 0 0 83% 56% PROGRESS IS SATISFACTORY BASHOURA, YANINA RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 11/30/09