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 03/26/08 EST. NO.11 TIME 09:04 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 0010-1 -377.90 E.W. @ F.A.(+) 100107 N 0021.0 DAO CORRECTING ENTRY 0045-3 -340.66 120607 N 0078.0 DAO CORRECTING ENTRY 0093 271.98 101207 N 0166.0 0094 378.86 020508 N 0171.0 0095 197.27 020608 N 0172.0 0096 500.67 020608 N 0173.0 0097 433.58 020708 N 0174.0 0098 574.35 020808 N 0175.0 0099 263.33 020808 N 0176.0 0100 1,267.75 020908 N 0177.0 0101 489.88 021108 N 0178.0 0102 749.91 021208 N 0179.0 0103 263.33 021208 N 0180.0 0104 599.32 021208 N 0181.0 0105 378.86 021308 N 0182.0 0106 489.88 021408 N 0183.0 0107 323.35 021508 N 0184.0 0108 378.86 021808 N 0185.0 0109 1,010.82 013008 N 0191.0 0110 1,443.84 022108 N 0192.0 0111 267.69 022608 N 0214.0 0112 1,070.74 022708 N 0215.0 0113 222.04 022808 N 0219.0 0114 360.13 022908 N 0220.0 0115 245.33 030108 N 0221.0 0116 246.12 030308 N 0230.0 0117 569.46 030408 N 0231.0 0118 666.54 092407 N 0006.0 0119 1,073.14 030808 N 0235.0 0120 113.47 022708 N 0236.0 0121 6.80 092407 N 0237.0 0122 168.90 030608 N 0240.0 002 0012 2,046.91 E.W. @ F.A.(+) 120307 N 0228.0 0013 71.58 120307 N 0229.0 004 0002 139.60 A.C. @ U.P.(+) 080107 N 0200.0 0003 469.20 090107 N 0208.0 0004 698.80 100107 N 0209.0 0005 551.20 110107 N 0210.0 0006 254.40 110107 N 0211.0 0007 809.20 120107 N 0212.0 0008 550.00 010108 N 0213.0 0009 577.20 020108 N 0226.0 007 0001 1,987.50 E.W. @ F.A.(+) 072607 N 0026.0 015 0023 31.50 E.W. @ F.A.(+) 092807 N 0164.0 0024 128.07 092507 N 0165.0 0025 109.13 101207 N 0167.0 0026 181.89 081607 N 0168.0 0027 109.13 081507 N 0169.0 0028 630.02 020508 N 0186.0 0029 263.33 021108 N 0187.0 0030 537.67 011708 N 0193.0 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 03/26/08 EST. NO.11 TIME 09:04 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 --------------------------------------------------------------------------- 0031 832.21 020708 N 0194.0 0032 1,299.00 020808 N 0195.0 0033 608.00 021508 N 0196.0 0034 402.89 022008 N 0197.0 0035 702.77 022808 N 0222.0 0036 789.07 030308 N 0232.0 0037 660.09 030508 N 0233.0 0038 614.92 031008 N 0241.0 019 0001 904.03 E.W. @ F.A.(+) 020408 N 0188.0 026 0001 23,975.94 E.W. @ U.P (+) 031808 N 26-1 0 0002 160,198.64 031808 N 26-2 0 0003 35,672.02 A.C. @ L.S.(+) 032008 N 26-3 0 029 0003-1 -561.90 E.W. @ F.A.(+) 110607 N 0067.0 DAO CORRECTING ENTRY 0026 135.45 110607 N 0170.0 0027 394.55 020608 N 0189.0 0028 630.03 022008 N 0190.0 0029 2,289.90 012508 N 0198.0 0030 2,837.03 012808 N 0199.0 0031 1,616.55 022208 N 0216.0 0032 630.03 022508 N 0223.0 035 0001 1,930.53 E.W. @ F.A.(+) 102207 N 0201.0 0002 1,353.69 103007 N 0202.0 0003 1,213.94 112607 N 0203.0 0004 2,082.70 120407 N 0204.0 0005 2,082.70 120507 N 0205.0 0006 1,066.18 112907 N 0207.0 0007 882.23 022808 N 0224.0 0008 1,235.31 022908 N 0225.0 0009 805.71 022508 N 0234.0 0010 1,133.12 031108 N 0239.0 0011 1,185.54 031208 N 0242.0 0012 926.49 031308 N 0243.0 039 0001 21,933.12 E.W. @ U.P (+) 031808 N 39-1 0 040 0001 2,200.01 E.W. @ F.A.(+) 110507 N 0206.0 044 0001 1,552.41 A.C. @ L.S.(+) 022008 N 44-A 0 300,668.87 TOTAL THIS ESTIMATE 192,730.28 TOTAL PREVIOUS ESTIMATE 493,399.15 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 03/26/08 EST. NO.11 TIME 09:04 AM R.E. NAME: BASHOURA, YANINA 07-1294V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION VARIOUS -10,000.00 09 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 03/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:04 AM ESTIMATE NO. 11 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 03/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 03/26/08 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 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 2,700.0000 2,160,000.00 17.000 45,900.00 188.000 507,600.00 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 3,200.00 120.000 1,920.00 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 0.014 7,700.00 0.572 314,600.00 08 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.302 30,200.00 S) 09 TRAFFIC CONTROL SYSTEM LS 1245,000.0000 1,245,000.00 0.024 29,880.00 0.282 351,090.00 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 23.400 1,310.40 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 56,400.00 241.000 180.75 3,003.780 2,252.84 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 25,200.00 10.000 350.00 473.000 16,555.00 S) 14 TEMPORARY PAVEMENT MARKER EA 3.0000 18,030.00 0.000 0.00 S) 15 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 2,500.00 0.000 0.00 S) 16 TEMPORARY RAILING (TYPE K) M 37.0000 2,656,600.00 122.000 4,514.00 13,902.830 514,404.71 S) 17 TEMPORARY CRASH CUSHION MODULE EA 250.0000 172,500.00 22.000 5,500.00 363.000 90,750.00 S) 18 ABANDON CULVERT M 65.0000 5,200.00 0.000 0.00 19 REMOVE WOOD FENCE M 25.0000 1,125.00 0.000 0.00 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 55.000 1,925.00 3,571.240 124,993.40 S) 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5000 55,050.00 0.000 0.00 S) STRIPE PROGRAM CAS145 PAGE 2 DATE 03/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:04 AM ESTIMATE NO. 11 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 03/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 03/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 164,200.00 422.000 844.00 S) 24 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 8,500.00 13.090 327.25 S) 25 REMOVE PAVEMENT MARKER EA 1.0000 43,600.00 353.000 353.00 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 13.000 78,000.00 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 2,351.320 9,405.28 30 REMOVE PIPE M 10.0000 39,100.00 8.600 86.00 309.600 3,096.00 31 REMOVE INLET EA 750.0000 41,250.00 4.000 3,000.00 13.000 9,750.00 32 REMOVE HEADWALL EA 450.0000 8,100.00 11.000 4,950.00 33 REMOVE JUNCTION BOX EA 1,300.0000 26,000.00 0.000 0.00 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 0.000 0.00 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 24,100.00 0.000 0.00 S) 39 REMOVE CONCRETE M3 170.0000 25,500.00 9.690 1,647.30 179.970 30,594.90 40 REMOVE CONCRETE (CURB AND GUTTER) M 26.0000 28,080.00 78.930 2,052.18 41 REMOVE CONCRETE BARRIER (TYPE 50) M 27.0000 445,500.00 0.000 0.00 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 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 0.000 0.00 47 CAP INLET AND JUNCTION BOX EA 2,225.0000 8,900.00 0.000 0.00 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 03/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:04 AM ESTIMATE NO. 11 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 03/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 03/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 58 BRIDGE REMOVAL (PORTION), LOCATION I LS 8,000.0000 8,000.00 0.000 0.00 59 BRIDGE REMOVAL (PORTION), LOCATION J LS 4,000.0000 4,000.00 0.000 0.00 60 CLEARING AND GRUBBING LS 350,000.0000 350,000.00 0.750 262,500.00 61 ROADWAY EXCAVATION M3 17.0000 1,955,000.00 2,420.570 41,149.69 11,384.730 193,540.41 62 ROADWAY EXCAVATION (TYPE Z-3) M3 114.0000 177,840.00 374.060 42,642.84 1,276.550 145,526.70 (AERIALLY DEPOSITED LEAD) 63 ROADWAY EXCAVATION (TYPE Y-2) M3 17.0000 243,100.00 5,070.210 86,193.57 13,893.320 236,186.44 (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 269,330.00 839.650 193,119.50 F) 66 STRUCTURE EXCAVATION (RETAINING WALL) M3 35.0000 966,875.00 471.360 16,497.60 19,808.660 693,303.10 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 56,202.00 351.000 40,014.00 F) (AERIALLY DEPOSITED LEAD) 69 STRUCTURE EXCAVATION (TYPE Z-3) M3 114.0000 414,732.00 3,638.000 414,732.00 F) (AERIALLY DEPOSITED LEAD) 70 STRUCTURE EXCAVATION (TYPE Y-2) M3 35.0000 360,990.00 8,668.820 303,408.70 F) (AERIALLY DEPOSITED LEAD) 71 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 81,685.00 0.000 0.00 F) 72 STRUCTURE BACKFILL (RETAINING WALL) M3 63.0000 1,901,529.00 1,679.940 105,836.22 14,376.140 905,696.82 F) 73 PERVIOUS BACKFILL MATERIAL (RETAINING M3 150.0000 89,400.00 39.926 5,988.90 261.926 39,288.90 F) WALL) 74 SAND BACKFILL M3 125.0000 8,750.00 0.000 0.00 75 DITCH EXCAVATION M3 56.0000 53,200.00 0.000 0.00 76 HIGHWAY PLANTING LS 516,000.0000 516,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 03/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:04 AM ESTIMATE NO. 11 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 03/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 03/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 79 COMPOST (EROSION CONTROL) M3 20.0000 6,000.00 0.000 0.00 S) 80 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 5,000.0000 80,000.00 0.000 0.00 S) 81 PURE LIVE SEED (EROSION CONTROL) KG 185.0000 16,650.00 0.000 0.00 S) 82 STABILIZING EMULSION (EROSION CONTROL) KG 100.0000 41,000.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 1,447.990 50,679.65 1,447.990 50,679.65 93 LEAN CONCRETE BASE M3 208.0000 5,928,000.00 0.000 0.00 94 ASPHALT CONCRETE (TYPE B) TONN 95.0000 2,422,500.00 0.000 0.00 95 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 21.0000 85,470.00 0.000 0.00 AREA) 96 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.5000 13,805.00 0.000 0.00 97 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.5000 3,135.00 0.000 0.00 98 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.5000 8,195.00 0.000 0.00 99 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.5000 34,650.00 0.000 0.00 00 CONCRETE PAVEMENT M3 256.0000 14,592,000.00 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 03/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:04 AM ESTIMATE NO. 11 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 03/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 03/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 05 GRIND EXISTING CONCRETE M2 12.0000 456,000.00 0.000 0.00 S) PAVEMENT 06 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 550.0000 479,600.00 797.492 438,620.60 S) PILING 07 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 537.0000 895,716.00 1,312.332 704,722.28 S) PILING 08 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 37,200.00 0.000 0.00 S) PILING 09 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 235.0000 5,922,000.00 6,786.683 1,594,870.51 S) PILING (SOUND WALL) 10 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,115.0000 89,200.00 27.104 30,220.96 S) PILING (SOUND WALL) 11 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 775.0000 108,500.00 0.000 0.00 S) 12 PRESTRESSING CAST-IN-PLACE CONCRETE LS 56,000.0000 56,000.00 0.000 0.00 S) 13 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 177,200.00 60.000 24,000.00 218.302 87,320.80 F) 14 STRUCTURAL CONCRETE, BRIDGE M3 1,150.0000 1,460,500.00 53.903 61,988.45 102.833 118,257.95 F) 15 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 5,601,750.00 1,285.000 674,625.00 6,639.750 3,485,868.75 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 1.405 2,037.25 2.810 4,074.50 F) 20 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 952,700.00 1.950 3,412.50 6.070 10,622.50 F) 21 MINOR CONCRETE (SOUND WALL) M3 650.0000 140,725.00 38.000 24,700.00 200.000 130,000.00 F) 22 MINOR CONCRETE (BACKFILL) M3 120.0000 5,520.00 0.000 0.00 F) 23 PAVING NOTCH EXTENSION M3 5,500.0000 47,850.00 0.000 0.00 24 FRACTURED RIB TEXTURE M2 55.0000 51,700.00 0.000 0.00 25 DRILL AND BOND DOWEL M 130.0000 71,760.00 104.700 13,611.00 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 0.000 0.00 S) 30 CORE CONCRETE (51 MM - 100 MM) M 215.0000 2,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 03/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:04 AM ESTIMATE NO. 11 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 03/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 03/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 33 SOUND WALL (MASONRY BLOCK) M2 243.0000 8,584,947.00 3,697.000 898,371.00 6,764.000 1,643,652.00 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 20,767.183 53,994.68 110,053.060 286,137.96 SF) 38 BAR REINFORCING STEEL (RETAINING WALL) KG 2.1000 1,372,098.00 77,718.380 163,208.60 412,541.137 866,336.39 SF) 39 BAR REINFORCING STEEL (BOX CULVERT) KG 4.5000 18,315.00 186.342 838.54 256.000 1,152.00 S) 40 HEADED BAR REINFORCEMENT EA 84.0000 89,544.00 0.000 0.00 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 0.000 0.00 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 5,820.000 58,200.00 5,820.000 58,200.00 SF) 45 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 5,481,540.00 0.000 0.00 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 81.200 365,400.00 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 15.680 2,979.20 PROGRAM CAS145 PAGE 7 DATE 03/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:04 AM ESTIMATE NO. 11 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 03/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 03/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.900 1,225.00 59 750 MM REINFORCED CONCRETE PIPE M 335.0000 2,010.00 0.000 0.00 60 900 MM REINFORCED CONCRETE PIPE M 500.0000 15,000.00 4.800 2,400.00 4.800 2,400.00 61 1050 MM REINFORCED CONCRETE PIPE M 610.0000 1,830.00 0.000 0.00 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 28.600 5,720.00 38.000 7,600.00 (2.01 MM THICK) 65 600 MM CORRUGATED STEEL PIPE M 575.0000 11,500.00 10.300 5,922.50 10.300 5,922.50 (2.01 MM THICK) 66 450 MM SLOTTED CORRUGATED STEEL PIPE M 235.0000 735,550.00 0.000 0.00 (2.01 MM THICK) 67 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 116.0000 9,280.00 0.000 0.00 (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 0.000 0.00 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 0.000 0.00 72 450 MM STEEL FLARED END SECTION EA 265.0000 7,155.00 2.000 530.00 2.000 530.00 73 ROCK SLOPE PROTECTION M3 100.0000 9,000.00 2.160 216.00 2.160 216.00 (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 0.000 0.00 76 MISCELLANEOUS IRON AND STEEL KG 2.4000 103,692.00 0.000 0.00 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 0.000 0.00 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 25.000 2,125.00 1,532.180 130,235.30 S) 82 CABLE RAILING M 130.0000 56,693.00 0.000 0.00 83 TRANSITION RAILING (TYPE WB) EA 2,800.0000 75,600.00 1.000 2,800.00 11.000 30,800.00 S) 84 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,125.0000 38,250.00 10.000 11,250.00 S) PROGRAM CAS145 PAGE 8 DATE 03/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:04 AM ESTIMATE NO. 11 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 03/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 03/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 16,800.00 S) 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 5,600.0000 156,800.00 9.000 50,400.00 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 0.000 0.00 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 0.000 0.00 F) 99 CONCRETE BARRIER (TYPE 736S MODIFIED) M 239.0000 19,120.00 0.000 0.00 F) 00 CONCRETE BARRIER (TYPE 736SV) M 480.0000 3,192,000.00 1,448.834 695,440.32 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 0.000 0.00 S) 04 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 188,600.00 0.000 0.00 S) 05 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 19,750.00 0.000 0.00 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 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 09 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,470.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 10 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 79,500.00 0.000 0.00 S) 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 83,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 03/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:04 AM ESTIMATE NO. 11 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 03/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 03/26/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.001 240.00 0.213 51,120.00 S) 13 LIGHTING CONDUIT (BRIDGE) LS 30,000.0000 30,000.00 0.000 0.00 S) 14 MODIFY COMMUNICATION SYSTEM ROUTING LS 3200,000.0000 3,200,000.00 0.006 19,200.00 0.013 41,600.00 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 0.016 7,040.00 0.148 65,120.00 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 0.045 29,700.00 0.053 34,980.00 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 0.005 9,000.00 0.126 226,800.00 S) 22 MODIFY SOFFIT LIGHTING LS 25,000.0000 25,000.00 0.017 425.00 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 0.000 0.00 S) CAMERA (LOCATION PO 132) 25 RELOCATE CLOSED CIRCUIT TELEVISION LS 75,000.0000 75,000.00 0.000 0.00 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 0.000 0.00 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 183,000.00 248.000 744.00 1,013.140 3,039.42 PROGRAM CAS145 PAGE 10 DATE 03/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1294V4 TIME 09:04 AM ESTIMATE NO. 11 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 03/20/08 R.E. NAME: BASHOURA, YANINA DATE OF THIS ESTIMATE 03/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,500,685.04 17,422,276.12 ADJUSTMENT OF COMPENSATION 41,274.03 50,088.77 EXTRA WORK 259,394.84 443,310.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,801,353.91 17,915,675.27 34 MOBILIZATION LS 50,000.0000 10,050,000.00 0.750 7,537,500.00 ORIGINAL CONTRACT AMOUNT 113,996,562.00 TOTAL WORK COMPLETED 2,801,353.91 25,453,175.27 MATERIALS ON HAND ON SITE 1,401,034.18 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 2,801,353.91 26,844,209.45 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 05/03/07 08/30/10 188 31 0 0 22% 24% PROGRESS IS SATISFACTORY BASHOURA, YANINA RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 03/26/08