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 12/26/08 EST. NO.20 TIME 11:09 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 0231 316.01 E.W. @ F.A.(+) 080408 N 0462.0 0239 1,102.76 072808 N 0533.0 0262 571.32 092208 N 0499.0 0266 1,115.73 092008 N 0561.0 0267 402.93 101308 N 0562.0 0268 148.50 101408 N 0563.0 0269 956.30 101608 N 0564.0 0270 225.96 101708 N 0565.0 0271 624.71 102908 N 0566.0 0272 1,910.73 110208 N 0567.0 0273 340.17 110608 N 0621.0 0274 167.39 072808 N 0622.0 0275 2,651.00 090208 N 0623.0 0276 3,707.00 090308 N 0624.0 0277 1,912.46 120508 N 0609.0 0278 1,112.43 120408 N 0610.0 0279 1,592.40 120408 N 0611.0 0280 195.33 111308 N 0613.0 0281 172.29 111408 N 0614.0 0282 320.91 112108 N 0615.0 0283 335.65 112508 N 0616.0 0284 267.34 110508 N 0620.0 0285 1,076.97 112408 N 0654.0 0286 606.83 121008 N 0657.0 0287 235.97 121108 N 0659.0 002 0033 435.55 E.W. @ F.A.(+) 092308 Y 0574.0 0034 760.45 100608 Y 0575.0 0035 403.25 102308 Y 0606.0 0036 1,290.36 102408 Y 0607.0 0037 1,297.79 103008 Y 0608.0 0038 806.47 110308 Y 0647.0 0039 883.06 110708 Y 0648.0 004 0016 723.20 A.C. @ U.P.(+) 090108 N 0568.0 0017 410.40 100108 N 0618.0 007 0004 1,862.50 E.W. @ F.A.(+) 102908 N 0569.0 009 0003 2,128.59 E.W. @ F.A.(+) 092208 N 0529.0 0004 786.87 101408 N 0605.0 0005 2,712.18 102408 N 0650.0 0006 393.14 103008 N 0651.0 0007 2,823.66 102308 N 0649.0 015 0074 272.23 E.W. @ F.A.(+) 091008 N 0512.0 0075 918.10 091108 N 0513.0 0076 1,190.34 091808 N 0514.0 0077 369.43 101308 N 0570.0 0078 387.51 120408 N 0655.0 019 0003 2,032.30 E.W. @ F.A.(+) 120508 N 0656.0 0004 429.92 121008 N 0658.0 026 0011 37,585.17 E.W. @ U.P (+) 111908 N UP-110 029 0042 170.87 E.W. @ F.A.(+) 103108 N 0571.0 0043 326.06 111708 N 0619.0 0044 279.29 112508 N 0652.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 12/26/08 EST. NO.20 TIME 11:09 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 --------------------------------------------------------------------------- 0045 279.77 120908 N 0653.0 042 0003 2,193.56 E.W. @ F.A.(+) 080408 N 0471.0 053 0002 9,107.28 E.W. @ U.P (+) 091208 N 53-2 0 062 0002 336.62 E.W. @ F.A.(+) 100208 N 0525.0 0004 275.36 101308 N 0572.0 0005 1,001.48 072508 N 0625.0 0006 1,232.57 072908 N 0626.0 0007 1,078.50 073008 N 0627.0 0008 1,232.57 073108 N 0628.0 063 0002 931.81 E.W. @ F.A.(+) 073108 N 0537.0 064 0001 1,142.21 E.W. @ F.A.(+) 110308 N 0573.0 102,559.51 TOTAL THIS ESTIMATE 1,059,733.70 TOTAL PREVIOUS ESTIMATE 1,162,293.21 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 12/26/08 EST. NO.20 TIME 11:09 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 -1,150.00 -6,888.40 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 -1,150.00 -6,888.40 PROGRAM CAS145 PAGE 1 DATE 12/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:09 AM ESTIMATE NO. 20 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 12/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 12/26/08 LOCATION RERUN 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 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 2,700.0000 2,160,000.00 14.000 37,800.00 364.000 982,800.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 33.0000 43,560.00 1,745.700 57,608.10 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 0.000 0.00 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 0.040 22,000.00 0.809 444,950.00 08 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.311 31,100.00 S) 09 TRAFFIC CONTROL SYSTEM LS 1245,000.0000 1,245,000.00 0.026 32,370.00 0.514 639,930.00 S) 10 TYPE III BARRICADE EA 100.0000 11,000.00 0.000 0.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 56.0000 840.00 48.400 2,710.40 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 56,400.00 -1,162.000 -871.50 81,254.780 60,941.09 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 25,200.00 53.000 1,855.00 722.000 25,270.00 S) 14 TEMPORARY PAVEMENT MARKER EA 3.0000 18,030.00 -58.000 -174.00 5,618.000 16,854.00 S) 15 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 2,500.00 2.000 5,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 37.0000 2,656,600.00 628.290 23,246.73 34,862.280 1,289,904.36 S) 17 TEMPORARY CRASH CUSHION MODULE EA 250.0000 172,500.00 48.000 12,000.00 639.000 159,750.00 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 29,400.00 689.600 24,136.00 S) 21 REMOVE METAL BEAM GUARD RAILING M 35.0000 140,000.00 3,726.250 130,418.75 S) 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 55,050.00 22,076.000 33,114.00 S) STRIPE PROGRAM CAS145 PAGE 2 DATE 12/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:09 AM ESTIMATE NO. 20 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 12/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 12/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 -213.000 -426.00 48,045.000 96,090.00 S) 24 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 8,500.00 53.230 1,330.75 S) 25 REMOVE PAVEMENT MARKER EA 1.0000 43,600.00 29,248.000 29,248.00 S) 26 REMOVE ROADSIDE SIGN EA 225.0000 4,500.00 6.000 1,350.00 27 REMOVE SIGN STRUCTURE EA 6,000.0000 222,000.00 19.000 114,000.00 28 REMOVE BRIDGE MOUNTED SIGN EA 4,000.0000 32,000.00 3.000 12,000.00 29 REMOVE ASPHALT CONCRETE DIKE M 4.0000 10,240.00 2,518.320 10,073.28 30 REMOVE PIPE M 10.0000 39,100.00 10.900 109.00 1,148.600 11,486.00 31 REMOVE INLET EA 750.0000 41,250.00 2.000 1,500.00 28.000 21,000.00 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 5.000 6,500.00 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 0.000 0.00 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 9.850 36,691.25 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 24,100.00 20,231.630 202,316.30 S) 39 REMOVE CONCRETE M3 170.0000 25,500.00 215.220 36,587.40 40 REMOVE CONCRETE (CURB AND GUTTER) M 26.0000 28,080.00 91.100 2,368.60 216.030 5,616.78 41 REMOVE CONCRETE BARRIER (TYPE 50) M 27.0000 445,500.00 224.970 6,074.19 5,600.670 151,218.09 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 0.000 0.00 44 CLEAN BRIDGE DECK M2 35.0000 291,620.00 0.000 0.00 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 12/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:09 AM ESTIMATE NO. 20 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 12/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 12/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 55 BRIDGE REMOVAL (PORTION), LOCATION F LS 7,000.0000 7,000.00 0.000 0.00 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 0.900 315,000.00 61 ROADWAY EXCAVATION M3 17.0000 1,955,000.00 2,291.050 38,947.85 61,102.950 1,038,750.15 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 21.000 735.00 26,032.000 911,120.00 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 81,685.00 143.800 12,223.00 751.000 63,835.00 F) 72 STRUCTURE BACKFILL (RETAINING WALL) M3 63.0000 1,901,529.00 1,653.800 104,189.40 26,983.150 1,699,938.45 F) 73 PERVIOUS BACKFILL MATERIAL (RETAINING M3 150.0000 89,400.00 500.000 75,000.00 F) WALL) 74 SAND BACKFILL M3 125.0000 8,750.00 66.300 8,287.50 75 DITCH EXCAVATION M3 56.0000 53,200.00 482.440 27,016.64 76 HIGHWAY PLANTING LS 516,000.0000 516,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 12/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:09 AM ESTIMATE NO. 20 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 12/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 12/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 78 FIBER (EROSION CONTROL) KG 30.0000 163,500.00 801.310 24,039.30 5,543.330 166,299.90 S) 79 COMPOST (EROSION CONTROL) M3 20.0000 6,000.00 3.530 70.60 24.420 488.40 S) 80 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 5,000.0000 80,000.00 1.000 5,000.00 3.000 15,000.00 S) 81 PURE LIVE SEED (EROSION CONTROL) KG 185.0000 16,650.00 8.830 1,633.55 61.060 11,296.10 S) 82 STABILIZING EMULSION (EROSION CONTROL) KG 100.0000 41,000.00 60.010 6,001.00 415.130 41,513.00 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 0.120 45,000.00 0.469 175,875.00 S) 87 NPS 3 SUPPLY LINE (BRIDGE) M 75.0000 24,000.00 0.000 0.00 88 200 MM WELDED STEEL PIPE CONDUIT M 325.0000 123,500.00 200.300 65,097.50 S) (6.35 MM THICK) 89 EXTEND 200 MM CONDUIT M 500.0000 1,000.00 0.000 0.00 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 0.000 0.00 92 CLASS 3 AGGREGATE BASE M3 35.0000 1,536,500.00 4,460.940 156,132.90 17,306.730 605,735.55 93 LEAN CONCRETE BASE M3 208.0000 5,928,000.00 5,136.560 1,068,404.48 94 ASPHALT CONCRETE (TYPE B) TONN 95.0000 2,422,500.00 8,660.000 822,700.00 95 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 21.0000 85,470.00 364.730 7,659.33 AREA) 96 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.5000 13,805.00 2,089.280 11,491.04 97 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.5000 3,135.00 260.270 1,431.49 98 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.5000 8,195.00 204.220 1,123.21 99 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.5000 34,650.00 4,775.000 26,262.50 00 CONCRETE PAVEMENT M3 256.0000 14,592,000.00 7,348.700 1,881,267.20 7,348.700 1,881,267.20 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 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 12/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:09 AM ESTIMATE NO. 20 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 12/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 12/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,851.500 119,366.50 05 GRIND EXISTING CONCRETE M2 12.0000 456,000.00 18,034.500 216,414.00 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 53.253 28,596.86 1,578.365 847,582.01 S) PILING 08 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 37,200.00 6.135 4,908.00 46.100 36,880.00 S) PILING 09 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 235.0000 5,922,000.00 1,293.760 304,033.60 28,755.723 6,757,594.91 S) PILING (SOUND WALL) 10 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,115.0000 89,200.00 11.629 12,966.34 78.989 88,072.74 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 1,138.334 1,309,084.10 F) 15 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 5,601,750.00 9,545.285 5,011,274.63 F) 16 STRUCTURAL CONCRETE, BARRIER SLAB M3 1,250.0000 67,500.00 0.000 0.00 F) 17 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,725.0000 231,150.00 0.000 0.00 F) (TYPE N) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 960.0000 308,160.00 0.000 0.00 (TYPE R) 19 CLASS 1 CONCRETE (BOX CULVERT) M3 1,450.0000 45,965.00 4.530 6,568.50 30.500 44,225.00 F) 20 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 952,700.00 8.970 15,697.50 307.210 537,617.50 F) 21 MINOR CONCRETE (SOUND WALL) M3 650.0000 140,725.00 30.112 19,572.80 277.240 180,206.00 F) 22 MINOR CONCRETE (BACKFILL) M3 120.0000 5,520.00 46.000 5,520.00 F) 23 PAVING NOTCH EXTENSION M3 5,500.0000 47,850.00 0.172 946.00 0.172 946.00 24 FRACTURED RIB TEXTURE M2 55.0000 51,700.00 875.500 48,152.50 25 DRILL AND BOND DOWEL M 130.0000 71,760.00 349.100 45,383.00 26 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 46.0000 15,824.00 0.000 0.00 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 71.400 15,351.00 S) 30 CORE CONCRETE (51 MM - 100 MM) M 215.0000 2,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 12/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:09 AM ESTIMATE NO. 20 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 12/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 12/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.524 835.15 S) 33 SOUND WALL (MASONRY BLOCK) M2 243.0000 8,584,947.00 1,085.690 263,822.67 25,631.190 6,228,379.17 SF) 34 JOINT SEAL (MR 30 MM) M 145.0000 6,380.00 0.000 0.00 S) 35 JOINT SEAL (MR 15 MM) M 170.0000 77,945.00 0.000 0.00 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 994,032.00 337,629.213 877,835.95 SF) 38 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 1,372,098.00 16,205.540 34,031.63 609,352.222 1,279,639.67 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 0.000 0.00 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 0.000 0.00 (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 37,010.000 333,090.00 37,010.000 333,090.00 F) 46 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 609,060.00 0.000 0.00 SF) 47 1372 MM CAST-IN-DRILLED-HOLE M 2,250.0000 117,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 48 1524 MM CAST-IN-DRILLED-HOLE M 4,500.0000 2,025,000.00 52.400 235,800.00 303.000 1,363,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 49 METAL (BARRIER MOUNTED SIGN) KG 6.5000 45,045.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 EXISTING POST 56 INSTALL SIGN PANEL ON SOUND WALL EA 1,125.0000 10,125.00 0.000 0.00 57 450 MM REINFORCED CONCRETE PIPE M 190.0000 228,000.00 107.200 20,368.00 570.770 108,446.30 PROGRAM CAS145 PAGE 7 DATE 12/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:09 AM ESTIMATE NO. 20 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 12/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 12/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,192.300 298,075.00 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 12.000 2,400.00 131.340 26,268.00 (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 735,550.00 718.800 168,918.00 (2.01 MM THICK) 67 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 116.0000 9,280.00 47.100 5,463.60 (2.01 MM THICK) 68 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 119.0000 4,760.00 0.000 0.00 (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 0.000 0.00 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 10.000 2,650.00 73 ROCK SLOPE PROTECTION M3 100.0000 9,000.00 46.500 4,650.00 (FACING, METHOD B) 74 MINOR CONCRETE (DITCH LINING) M3 1,500.0000 3,000.00 0.000 0.00 75 MINOR CONCRETE (CURB AND GUTTER) M3 320.0000 41,600.00 17.000 5,440.00 76 MISCELLANEOUS IRON AND STEEL KG 2.4000 103,692.00 2,678.000 6,427.20 SF) 77 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 15,030.00 0.000 0.00 SF) 78 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 29,000.00 21.780 1,089.00 205.280 10,264.00 S) 79 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,250.0000 11,250.00 0.000 0.00 S) 80 INSTALL MEDIAN MILEAGE PANEL EA 85.0000 10,200.00 0.000 0.00 81 METAL BEAM GUARD RAILING M 85.0000 566,950.00 640.490 54,441.65 5,827.490 495,336.65 S) 82 CABLE RAILING M 130.0000 56,693.00 334.220 43,448.60 83 TRANSITION RAILING (TYPE WB) EA 2,800.0000 75,600.00 1.000 2,800.00 19.000 53,200.00 S) 84 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,125.0000 38,250.00 3.000 3,375.00 21.000 23,625.00 S) PROGRAM CAS145 PAGE 8 DATE 12/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:09 AM ESTIMATE NO. 20 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 12/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 12/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 39,200.00 S) 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 5,600.0000 156,800.00 1.000 5,600.00 21.000 117,600.00 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 0.000 0.00 89 CONCRETE BARRIER (TYPE 60D) M 675.0000 209,250.00 0.000 0.00 90 CONCRETE BARRIER (TYPE 60G) M 230.0000 3,565,000.00 0.000 0.00 91 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 350.0000 214,025.00 0.000 0.00 92 CONCRETE BARRIER (TYPE 60GC) M 365.0000 156,950.00 0.000 0.00 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 0.000 0.00 95 CONCRETE BARRIER (TYPE 60R) M 400.0000 36,000.00 0.000 0.00 96 CONCRETE BARRIER (TYPE 736A MODIFIED) M 230.0000 736,920.00 751.606 172,869.38 2,543.680 585,046.40 97 CONCRETE BARRIER (TYPE 736A) M 247.0000 125,970.00 0.000 0.00 98 CONCRETE BARRIER (TYPE 736 MODIFIED) M 231.0000 86,394.00 125.000 28,875.00 224.000 51,744.00 F) 99 CONCRETE BARRIER (TYPE 736S MODIFIED) M 239.0000 19,120.00 14.534 3,473.63 F) 00 CONCRETE BARRIER (TYPE 736SV) M 480.0000 3,192,000.00 5,747.139 2,758,626.72 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 0.000 0.00 F) 03 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 49,950.00 2.780 125.10 S) 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 188,600.00 248.700 286.01 12,909.700 14,846.16 S) 05 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 19,750.00 708.000 1,770.00 S) 06 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,420.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 07 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 11,200.00 0.000 0.00 S) 08 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 115,000.00 48,872.000 48,872.00 S) (BROKEN 10.98 M - 3.66 M) 09 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,470.00 377.000 377.00 930.000 930.00 S) (BROKEN 5.18 M - 2.14 M) 10 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 79,500.00 13,416.000 33,540.00 S) 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 83,600.00 65.000 260.00 3,718.000 14,872.00 S) PROGRAM CAS145 PAGE 9 DATE 12/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:09 AM ESTIMATE NO. 20 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 12/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 12/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.021 5,040.00 0.441 105,840.00 S) 13 LIGHTING CONDUIT (BRIDGE) LS 30,000.0000 30,000.00 0.619 18,570.00 S) 14 MODIFY COMMUNICATION SYSTEM ROUTING LS 3200,000.0000 3,200,000.00 0.031 99,200.00 0.252 806,400.00 S) 15 ELECTRIC SERVICE (IRRIGATION) LS 30,000.0000 30,000.00 0.000 0.00 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 0.008 3,520.00 0.239 105,160.00 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 0.007 4,620.00 0.088 58,080.00 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 0.009 16,200.00 0.350 630,000.00 S) 22 MODIFY SOFFIT LIGHTING LS 25,000.0000 25,000.00 0.189 4,725.00 S) 23 RELOCATE CLOSED CIRCUIT TELEVISION LS 32,000.0000 32,000.00 0.000 0.00 S) CAMERA (LOCATION PO 120) 24 RELOCATE CLOSED CIRCUIT TELEVISON LS 34,000.0000 34,000.00 0.096 3,264.00 0.156 5,304.00 S) CAMERA (LOCATION PO 132) 25 RELOCATE CLOSED CIRCUIT TELEVISION LS 75,000.0000 75,000.00 0.096 7,200.00 0.096 7,200.00 S) CAMERA (LOCATION PO 142) 26 RELOCATE CLOSED CIRCUIT TELEVISION LS 32,000.0000 32,000.00 0.000 0.00 S) CAMERA (LOCATION PO 144) 27 RELOCATE CHANGEABLE MESSAGE SIGN LS 175,000.0000 175,000.00 0.150 26,250.00 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 2,859.140 8,577.42 PROGRAM CAS145 PAGE 10 DATE 12/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 11:09 AM ESTIMATE NO. 20 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 12/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 12/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,110,510.76 49,373,247.38 ADJUSTMENT OF COMPENSATION 1,133.60 -4,771.24 EXTRA WORK 101,425.91 1,167,064.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,213,070.27 50,535,540.59 34 MOBILIZATION LS 50,000.0000 10,050,000.00 0.950 9,547,500.00 ORIGINAL CONTRACT AMOUNT 113,996,562.00 TOTAL WORK COMPLETED 4,213,070.27 60,083,040.59 MATERIALS ON HAND ON SITE 943,406.66 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,150.00 -6,888.40 TOTAL 4,211,920.27 61,019,558.85 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 04/18/07 800 05/07/07 08/03/07 08/30/10 364 43 0 0 52% 65% PROGRESS IS SATISFACTORY BASHOURA, YANINA RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/08