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 09/23/10 EST. NO.15 TIME 10:39 AM R.E. NAME: AL-JAMAL, ABDUL 07-235504 --------------------------------------------------------------------------- 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 0051 102.31 E.W. @ F.A.(+) 121809 N 0077.0 0060 472.33 102609 N 0021.1 0064 453.33 012110 N 0101.0 0065 147.20 012610 N 0107.0 0067 366.71 122809 N 0114.0 0068 244.90 010610 N 0116.0 0070 147.20 011110 N 0118.0 0071 143.57 011110 N 0119.0 0072 294.38 122209 N 0137.0 0073 114.86 020210 N 0138.0 0074 414.35 111209 N 0039.0 0075 23.54 110209 N 0027.1 0076 2,316.74 021910 N 0141.0 0077 1,265.89 022210 N 0142.0 0078 273.20 020410 N 0144.0 0079 143.57 012810 N 0145.0 0080 114.86 021710 N 0148.0 0081 500.72 021610 N 0151.0 0082 131.03 021210 N 0152.0 0083 294.38 021010 N 0153.0 0084 710.82 111209 N 0039.1 0086 94.04 112509 N 0062.1 0087 143.57 022410 N 0165.0 0088 159.74 022310 N 0167.0 0089 91.79 021810 N 0171.0 0090 269.28 030210 N 0173.0 0091 192.85 030410 N 0174.0 0092 58.99 030510 N 0175.0 0093 288.21 030310 N 0176.0 0094 274.06 030310 N 0177.0 0096 198.93 030410 N 0179.0 0097 401.87 030210 N 0180.0 0098 103.24 030110 N 0181.0 0099 28.72 031510 N 0182.0 0100 343.22 031110 N 0184.0 0101 66.31 031110 N 0185.0 0102 180.55 030910 N 0186.0 0103 44.25 030510 N 0187.0 0104 351.78 031910 N 0195.0 0106 879.45 020610 N 0203.0 0107 145.54 031910 N 0205.0 0108 43.07 032410 N 0209.0 0109 259.67 032510 N 0210.0 0110 133.37 032610 N 0211.0 0111 46.97 032910 N 0212.0 0112 71.79 033010 N 0214.0 0113 147.19 033110 N 0217.0 0114 86.15 031710 N 0198.0 0115 294.38 031810 N 0199.0 0116 384.25 021910 N 0231.0 0117 175.11 041410 N 0225.0 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 09/23/10 EST. NO.15 TIME 10:39 AM R.E. NAME: AL-JAMAL, ABDUL 07-235504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0118 57.43 041210 N 0226.0 0119 186.17 041410 N 0237.0 0120 88.96 042610 N 0239.0 0121 86.15 042610 N 0241.0 0122 172.29 042910 N 0247.0 0123 143.57 043010 N 0248.0 0124 439.16 042210 N 0256.0 0125 83.87 042310 N 0259.0 0126 86.15 042010 N 0260.0 0127 103.11 041510 N 0264.0 0128 114.86 041610 N 0265.0 0129 219.58 041310 N 0266.0 0130 100.45 022410 N 0268.0 0131 267.78 050410 N 0289.0 0132 149.33 050410 N 0290.0 0133 88.49 050610 N 0293.0 0134 172.29 050710 N 0294.0 0135 292.78 051010 N 0295.0 0136 248.29 051010 N 0296.0 0137 175.11 051110 N 0297.0 0138 57.05 051310 N 0300.0 0139 137.48 051810 N 0306.0 0140 147.48 051910 N 0309.0 0141 292.78 051910 N 0310.0 0142 312.15 051910 N 0312.0 0143 86.15 052010 N 0313.0 0144 147.48 052110 N 0315.0 0145 86.15 052410 N 0318.0 0146 235.97 052510 N 0319.0 0147 137.48 052510 N 0320.0 0148 103.11 052610 N 0321.0 0149 175.53 052610 N 0322.0 0150 469.88 051910 N 0326.0 0152 160.28 022510 N 0355.0 0153 57.43 052510 N 0348.0 0156 145.46 061810 N 0334.0 0157 159.82 062110 N 0338.0 0158 235.97 062310 N 0339.0 0159 491.45 062310 N 0340.0 0160 274.95 060410 N 0341.0 0161 146.39 060410 N 0342.0 0162 66.31 060210 N 0343.0 0163 219.11 061110 N 0344.0 0164 206.65 061510 N 0345.0 0165 70.62 121409 N 0085.1 003 0001 153.87 E.W. @ F.A.(+) 030810 N 0267.0 0002 724.99 051810 N 0305.0 0020 584.84 042210 N 0270.0 009 0007 147.95 E.W. @ F.A.(+) 041510 N 0229.0 010 0017 354.86 E.W. @ F.A.(+) 032310 N 0234.0 0018 729.03 042310 N 0258.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 09/23/10 EST. NO.15 TIME 10:39 AM R.E. NAME: AL-JAMAL, ABDUL 07-235504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0019 292.78 052110 N 0316.0 0020 93.07 022510 N 0354.0 0021 292.78 061810 N 0333.0 0022 56.52 010610 N 0190.1 0023 32.42 021210 N 0191.1 0024 24.11 030810 N 0194.1 0025 8.31 031510 N 0197.1 011 0001 902.52 E.W. @ F.A.(+) 122809 N 0093.0 0002 449.75 111909 N 0112.0 0003 5,533.33 122809 N 0126.0 0006 1,261.40 111709 N 0057.0 012 0021 109.80 E.W. @ F.A.(+) 042710 N 0243.0 0022 162.15 042010 N 0257.0 0023 75.48 022310 N 0269.0 0024 229.18 050310 N 0286.0 0025 2,605.38 050310 N 0287.0 0026 1,584.38 050410 N 0292.0 0027 119.12 051110 N 0299.0 0028 146.39 051910 N 0311.0 0030 1,166.49 042910 N 0246.0 0031 73.20 050310 N 0285.0 013 0007 2,374.98 E.W. @ F.A.(+) 041410 N 0228.0 0008 178.20 042710 N 0242.0 0009 163.47 041510 N 0263.0 0010 238.23 051110 N 0298.0 0011 422.41 042210 N 0255.0 016 0002 299.85 E.W. @ F.A.(+) 120209 N 0068.0 0006 1,088.98 121409 N 0082.1 0011 592.04 033010 N 0215.0 0012 1,032.27 043010 N 0250.0 0013 1,559.81 051310 N 0301.0 0014 536.56 051810 N 0307.0 0015 1,231.88 052410 N 0317.0 022 0012 346.67 E.W. @ F.A.(+) 021810 N 0156.0 0013 207.86 020110 N 0157.0 0014 386.09 021110 N 0159.0 0021 611.32 041210 N 0227.0 0022 471.81 041610 N 0230.0 0023 266.87 042610 N 0240.0 0024 1,320.16 042910 N 0245.0 0025 1,130.32 050410 N 0291.0 0026 482.73 051810 N 0308.0 0027 601.49 022210 N 0357.0 0028 662.78 042010 N 0254.0 56,654.06 TOTAL THIS ESTIMATE 131,967.20 TOTAL PREVIOUS ESTIMATE 188,621.26 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 09/23/10 EST. NO.15 TIME 10:39 AM R.E. NAME: AL-JAMAL, ABDUL 07-235504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SOLID WASTE JAN 2010 -10,000.00 07 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 10:39 AM ESTIMATE NO. 15 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 09/23/10 LOCATION PROGRESS ESTIMATE 07-LA-5-39.5/42.6 ----------------- BALFOUR BEATTY INFRASTRUCTURE, IN LOS ANGELES COUNTY IN INC. LOS ANGELES FROM ROUTE 5/118 TO 0.2 2333 COURAGE DRIVE, SUITE C KM SOUTH OF ROXFORD STREET FAIRFIELD CA 94533 UNDERCROSSING FED. AID NO. N O N E SOUNDWALLS CONSTRUCTION ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.750 2,250.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 6,500.0000 1,950,000.00 19.000 123,500.00 265.000 1,722,500.00 04 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.063 1,890.00 0.784 23,520.00 05 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.750 2,625.00 PREVENTION PLAN 06 TEMPORARY EROSION CONTROL BLANKET M2 4.0000 36,000.00 0.000 0.00 07 TEMPORARY FIBER ROLL M 8.0000 48,000.00 6,188.140 49,505.12 08 TEMPORARY GRAVEL BAG BERM M 10.0000 1,000.00 115.800 1,158.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 750.0000 7,500.00 12.000 9,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 45,500.00 15.000 52,500.00 11 TEMPORARY COVER M2 4.0000 16,000.00 14,157.500 56,630.00 12 MOVE-IN/MOVE-OUT EA 1,500.0000 4,500.00 4.000 6,000.00 (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 53.000 13,250.00 14 STREET SWEEPING LS 25,000.0000 25,000.00 0.063 1,575.00 0.784 19,600.00 15 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.840 4,200.00 16 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.500 5,000.00 17 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.063 4,725.00 0.887 66,525.00 18 TYPE III BARRICADE EA 85.0000 255.00 3.000 255.00 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 56.0000 280.00 4.170 233.52 20 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,200.00 176.000 5,280.00 21 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 2,000.00 2.000 2,000.00 22 TEMPORARY RAILING (TYPE K) M 18.0000 97,380.00 4,337.000 78,066.00 PROGRAM CAS145 PAGE 2 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 10:39 AM ESTIMATE NO. 15 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 400.0000 88,000.00 209.000 83,600.00 24 ABANDON PIPELINE EA 1,000.0000 2,000.00 2.000 2,000.00 25 REMOVE CHAIN LINK FENCE M 40.0000 600.00 0.000 0.00 26 REMOVE METAL BEAM GUARD RAILING M 27.5000 15,950.00 715.700 19,681.75 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.7000 10,719.00 2,915.000 7,870.50 STRIPE 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7000 15,521.00 4,770.000 8,109.00 29 REMOVE PAVEMENT MARKER EA 1.0000 2,480.00 1,537.000 1,537.00 30 REMOVE ROADSIDE SIGN (WOOD POST) EA 125.0000 2,125.00 10.000 1,250.00 31 REMOVE SIGN STRUCTURE EA 2,500.0000 5,000.00 2.000 5,000.00 32 REMOVE ASPHALT CONCRETE DIKE M 2.0000 2,260.00 1,130.000 2,260.00 33 REMOVE PIPE M 50.0000 13,000.00 6.000 300.00 259.600 12,980.00 34 REMOVE INLET EA 350.0000 3,850.00 11.000 3,850.00 35 REMOVE HEADWALL EA 350.0000 700.00 2.000 700.00 36 SALVAGE METAL BRIDGE RAILING M 30.0000 10,740.00 403.000 12,090.00 F) 37 SALVAGE CONCRETE BARRIER (TYPE K) M 10.0000 5,400.00 0.000 0.00 38 RECONSTRUCT CHAIN LINK FENCE M 150.0000 4,650.00 13.000 1,950.00 39 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 0.000 0.00 40 REMOVE CONCRETE M3 60.0000 6,000.00 37.800 2,268.00 41 REMOVE CONCRETE (STRUCTURE) M3 150.0000 37,500.00 290.550 43,582.50 42 REMOVE CONCRETE (CURB AND GUTTER) M 10.0000 11,800.00 1,180.000 11,800.00 43 REMOVE CONCRETE BARRIER M 100.0000 30,000.00 337.600 33,760.00 44 REMOVE SOUND WALL M2 70.0000 30,800.00 476.500 33,355.00 45 ACCESS OPENING, SOFFIT EA 700.0000 30,100.00 39.000 27,300.00 F) 46 CAP INLET EA 550.0000 6,600.00 12.000 6,600.00 47 BRIDGE REMOVAL (PORTION), LOCATION A LS 7,500.0000 7,500.00 1.000 7,500.00 48 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000.00 49 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000.00 PROGRAM CAS145 PAGE 3 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 10:39 AM ESTIMATE NO. 15 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION D LS 18,000.0000 18,000.00 1.000 18,000.00 51 BRIDGE REMOVAL (PORTION), LOCATION E LS 25,000.0000 25,000.00 1.000 25,000.00 52 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 53 ROADWAY EXCAVATION M3 75.0000 213,000.00 2,840.600 213,045.00 54 ROADWAY EXCAVATION (TYPE Y-1) M3 7.0000 21,770.00 3,110.000 21,770.00 (AERIALLY DEPOSITED LEAD) 55 ROADWAY EXCAVATION (TYPE Y-2) M3 7.0000 9,800.00 1,400.000 9,800.00 (AERIALLY DEPOSITED LEAD) 56 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 57 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 15,600.00 390.000 15,600.00 F) 58 STRUCTURE EXCAVATION (RETAINING WALL) M3 18.0000 131,796.00 7,322.000 131,796.00 F) 59 STRUCTURE EXCAVATION (SOUND WALL) M3 45.0000 4,725.00 105.000 4,725.00 F) 60 STRUCTURE EXCAVATION (TYPE Y-1) M3 7.0000 12,376.00 1,768.000 12,376.00 F) (AERIALLY DEPOSITED LEAD) 61 STRUCTURE EXCAVATION (TYPE Y-2) M3 7.0000 1,673.00 239.000 1,673.00 F) (AERIALLY DEPOSITED LEAD) 62 STRUCTURE EXCAVATION M3 15.0000 7,170.00 478.000 7,170.00 F) (GROSS SOLID REMOVAL DEVICE) 63 STRUCTURE EXCAVATION (AUSTIN VAULT) M3 5.0000 14,725.00 2,945.000 14,725.00 F) 64 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 29,400.00 420.000 29,400.00 F) 65 STRUCTURE BACKFILL (RETAINING WALL) M3 10.0000 63,080.00 6,308.000 63,080.00 F) 66 STRUCTURE BACKFILL (SOUND WALL) M3 35.0000 13,580.00 40.000 1,400.00 388.000 13,580.00 F) 67 PERVIOUS BACKFILL MATERIAL M3 20.0000 11,560.00 578.000 11,560.00 F) 68 STRUCTURE BACKFILL M3 20.0000 6,800.00 340.000 6,800.00 F) (GROSS SOLID REMOVAL DEVICE) 69 STRUCTURE BACKFILL (AUSTIN VAULT) M3 20.0000 11,800.00 250.000 5,000.00 506.500 10,130.00 F) 70 SAND BACKFILL M3 50.0000 550.00 7.340 367.00 11.000 550.00 71 DITCH EXCAVATION M3 15.0000 12,750.00 305.000 4,575.00 72 IMPORTED BORROW M3 0.0100 33.10 0.000 0.00 73 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.000 0.00 74 EROSION CONTROL (TYPE D) M2 1.2500 23,000.00 0.000 0.00 75 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0.00 76 IRRIGATION SYSTEM LS 160,000.0000 160,000.00 0.330 52,800.00 0.650 104,000.00 PROGRAM CAS145 PAGE 4 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 10:39 AM ESTIMATE NO. 15 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 200 MM CORRUGATED HIGH DENSITY M 500.0000 6,000.00 12.000 6,000.00 POLYETHYLENE PIPE CONDUIT 78 EXTEND IRRIGATION CROSSOVER M 200.0000 8,000.00 40.000 8,000.00 79 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 1,925.00 7.700 1,925.00 80 CLASS 3 AGGREGATE BASE M3 35.0000 71,050.00 2,030.000 71,050.00 81 LEAN CONCRETE BASE M3 175.0000 108,500.00 25.940 4,539.50 578.390 101,218.25 82 HOT MIX ASPHALT (TYPE B) TONN 91.0000 837,200.00 594.310 54,082.21 6,953.310 632,751.21 83 PLACE HOT MIX ASPHALT DIKE M 21.0000 12,810.00 0.000 0.00 84 PLACE HOT MIX ASPHALT M2 21.0000 18,270.00 304.850 6,401.85 304.850 6,401.85 (MISCELLANEOUS AREA) 85 CONCRETE PAVEMENT M3 225.0000 306,000.00 717.400 161,415.00 1,324.760 298,071.00 86 SEAL PAVEMENT JOINT M 38.0000 29,260.00 0.000 0.00 87 SEAL LONGITUDINAL ISOLATION JOINT M 45.0000 35,100.00 0.000 0.00 88 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 26,400.00 22.000 26,400.00 PILING 89 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 960,000.00 577.200 69,264.00 7,902.000 948,240.00 PILING (SOUND WALL) 90 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 80.0000 2,160.00 14.000 1,120.00 40.000 3,200.00 PILING (SOUND WALL) 91 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 38,700.00 129.000 38,700.00 F) 92 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 612,750.00 817.000 612,750.00 F) 93 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 779,450.00 2,227.000 779,450.00 F) 94 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 3,200.00 8.000 3,200.00 F) (TYPE EQ) 95 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 62,400.00 78.000 62,400.00 F) (TYPE N) 96 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 38,500.00 77.000 38,500.00 (TYPE R) 97 STRUCTURAL CONCRETE M3 700.0000 58,870.00 84.100 58,870.00 F) (GROSS SOLID REMOVAL DEVICE) 98 STRUCTURAL CONCRETE (AUSTIN VAULT) M3 450.0000 597,600.00 209.820 94,419.00 1,328.000 597,600.00 F) 99 CLASS 2 CONCRETE (HEADWALL) M3 1,000.0000 38,000.00 38.000 38,000.00 00 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 130,140.00 144.600 130,140.00 F) 01 MINOR CONCRETE (SOUND WALL) M3 600.0000 2,400.00 2.000 1,200.00 4.000 2,400.00 F) 02 MINOR CONCRETE (BACKFILL) M3 150.0000 3,900.00 16.990 2,548.50 03 PAVING NOTCH EXTENSION M3 3,500.0000 9,100.00 2.600 9,100.00 PROGRAM CAS145 PAGE 5 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 10:39 AM ESTIMATE NO. 15 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DIAPHRAGM BOLSTER EA 1,800.0000 77,400.00 43.000 77,400.00 F) 05 DRILL AND BOND DOWEL M 60.0000 10,620.00 169.000 10,140.00 F) 06 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 50.0000 200.00 4.000 200.00 07 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 18,000.00 2.000 18,000.00 GIRDER (5 M - 10 M) 08 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 13,000.00 1.000 13,000.00 GIRDER (10 M - 15 M) 09 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,000.0000 18,000.00 1.000 18,000.00 GIRDER (15 M - 20 M) 10 ERECT PRECAST PRESTRESSED CONCRETE EA 10,000.0000 40,000.00 4.000 40,000.00 GIRDER 11 CONCRETE CLOSURE WALL M2 380.0000 141,740.00 189.000 71,820.00 373.000 141,740.00 12 REFINISH BRIDGE DECK M2 275.0000 7,975.00 -4.350 -1,196.25 36.500 10,037.50 13 CORE CONCRETE (101 MM - 150 MM) M 75.0000 3,150.00 1.500 112.50 42.000 3,150.00 F) 14 CORE CONCRETE (151 MM - 200 MM) M 200.0000 6,800.00 0.800 160.00 33.900 6,780.00 F) 15 CORE CONCRETE (251 MM - 300 MM) M 125.0000 1,250.00 10.000 1,250.00 F) 16 SOUND WALL (MASONRY BLOCK) M2 150.0000 1,513,050.00 6,520.000 978,000.00 F) 17 JOINT SEAL (MR 25 MM) M 225.0000 12,375.00 0.000 0.00 F) 18 JOINT SEAL (MR 15 MM) M 225.0000 3,375.00 0.000 0.00 19 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 280,528.00 175,330.000 280,528.00 F) 20 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 198,832.20 142,023.000 198,832.20 F) 21 BAR REINFORCING STEEL (AUSTIN VAULT) KG 1.1000 197,562.20 179,602.000 197,562.20 F) 22 BAR REINFORCING STEEL KG 1.5000 14,919.00 9,946.000 14,919.00 F) (GROSS SOLID REMOVAL DEVICE) 23 HEADED BAR REINFORCEMENT EA 70.0000 2,520.00 36.000 2,520.00 F) 24 FURNISH SIGN STRUCTURE (TRUSS) KG 11.5000 394,691.50 34,321.000 394,691.50 F) 25 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 10,296.30 0.000 0.00 F) 26 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 100.0000 4,600.00 0.000 0.00 27 FURNISH LAMINATED PANEL SIGN M2 120.0000 10,320.00 0.000 0.00 (25.4 MM-TYPE A) 28 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 525.00 0.000 0.00 (1.6 MM-UNFRAMED) 29 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 420.00 0.000 0.00 (2.0 MM-UNFRAMED) 30 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 1,440.00 0.000 0.00 (2.0 MM-FRAMED) PROGRAM CAS145 PAGE 6 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 10:39 AM ESTIMATE NO. 15 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 70,000.00 7.600 19,000.00 28.300 70,750.00 CONCRETE PILE (SIGN FOUNDATION) 32 METAL (BARRIER MOUNTED SIGN) KG 20.0000 15,600.00 0.000 0.00 33 ROADSIDE SIGN - ONE POST EA 300.0000 1,500.00 0.000 0.00 34 ROADSIDE SIGN - TWO POST EA 600.0000 600.00 0.000 0.00 35 SIGN (PANEL ON SOUNDWALL) EA 1,450.0000 2,900.00 0.000 0.00 36 INSTALL SIGN PANEL ON EXISTING FRAME M2 20.0000 1,600.00 0.000 0.00 37 300 MM REINFORCED CONCRETE PIPE M 225.0000 16,200.00 72.000 16,200.00 38 375 MM REINFORCED CONCRETE PIPE M 500.0000 1,500.00 3.000 1,500.00 39 450 MM REINFORCED CONCRETE PIPE M 250.0000 47,500.00 190.000 47,500.00 40 600 MM REINFORCED CONCRETE PIPE M 300.0000 192,000.00 640.000 192,000.00 41 900 MM REINFORCED CONCRETE PIPE M 1,500.0000 7,500.00 5.000 7,500.00 5.000 7,500.00 42 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,350.0000 33,750.00 25.000 33,750.00 (CLASS V) 43 450 MM CORRUGATED STEEL PIPE M 240.0000 50,400.00 100.000 24,000.00 (2.01 MM THICK) 44 450 MM SLOTTED CORRUGATED STEEL PIPE M 325.0000 32,500.00 100.000 32,500.00 (2.01 MM THICK) 45 150 MM NON-PERFORATED PLASTIC PIPE M 40.0000 440.00 11.000 440.00 11.000 440.00 UNDERDRAIN 46 150 MM PERFORATED PLASTIC PIPE M 25.0000 11,750.00 156.000 3,900.00 UNDERDRAIN (AUSTIN VAULT) 47 150 MM NON-PERFORATED PLASTIC PIPE M 25.0000 2,000.00 26.600 665.00 UNDERDRAIN (AUSTIN VAULT) 48 PERMEABLE MATERIAL (AUSTIN VAULT) M3 25.0000 10,250.00 136.000 3,400.00 49 SAND BED (AUSTIN VAULT) M3 30.0000 12,000.00 145.800 4,374.00 50 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 4,000.00 0.000 0.00 (2.01 MM THICK) 51 GRATED LINE DRAIN M 130.0000 11,700.00 90.000 11,700.00 90.000 11,700.00 52 450 MM STEEL FLARED END SECTION EA 600.0000 1,200.00 0.000 0.00 53 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,500.0000 3,000.00 1.000 1,500.00 54 MISCELLANEOUS METAL KG 10.0000 24,090.00 2,409.000 24,090.00 F) (GROSS SOLID REMOVAL DEVICE) 55 ROCK SLOPE PROTECTION M3 120.0000 7,200.00 60.000 7,200.00 (FACING, METHOD B) 56 GABION M3 125.0000 6,250.00 0.000 0.00 57 MINOR CONCRETE (DITCH LINING) M3 275.0000 1,100.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 10:39 AM ESTIMATE NO. 15 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FILTER FABRIC (AUSTIN VAULT) M2 3.0000 2,910.00 646.670 1,940.01 970.000 2,910.00 59 ROCK SLOPE PROTECTION FABRIC M2 3.0000 270.00 90.000 270.00 60 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 100.00 0.000 0.00 CONSTRUCTION) 61 MINOR CONCRETE (GUTTER) M 100.0000 6,000.00 0.000 0.00 62 MINOR CONCRETE (SIDEWALK) M3 500.0000 6,500.00 10.000 5,000.00 10.000 5,000.00 63 MINOR CONCRETE (TEXTURED PAVING) M2 100.0000 61,000.00 0.000 0.00 64 MISCELLANEOUS IRON AND STEEL KG 2.2500 21,285.00 5,966.000 13,423.50 9,460.000 21,285.00 F) 65 MISCELLANEOUS METAL KG 15.0000 235,605.00 15,707.000 235,605.00 F) (RESTRAINER - PIPE TYPE) 66 MISCELLANEOUS METAL (AUSTIN VAULT) KG 225.0000 33,750.00 50.000 11,250.00 50.000 11,250.00 F) 67 STAINLESS STEEL SCREEN (GSRD) (TYPE 1) KG 50.0000 29,100.00 582.000 29,100.00 F) 68 STAINLESS STEEL SCREEN (GSRD) (TYPE 2) KG 50.0000 3,650.00 73.000 3,650.00 F) 69 STAINLESS STEEL SCREEN (LINEAR RADIAL) KG 45.0000 14,130.00 314.000 14,130.00 F) 70 CHAIN LINK FENCE (TYPE CL-1.8) M 61.0000 3,660.00 0.000 0.00 71 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 9,000.00 0.000 0.00 72 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,800.0000 3,600.00 0.000 0.00 73 METAL BEAM GUARD RAILING M 75.0000 24,750.00 0.000 0.00 74 CABLE RAILING M 65.0000 28,600.00 50.840 3,304.60 50.840 3,304.60 75 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 0.000 0.00 76 END CAP (TYPE C) EA 70.0000 140.00 0.000 0.00 77 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 675.00 0.000 0.00 78 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0.00 79 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 6,900.00 0.000 0.00 80 CRASH CUSHION, SAND FILLED EA 6,500.0000 13,000.00 0.000 0.00 81 CONCRETE BARRIER (TYPE 60) M 160.0000 12,800.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 736A) M 190.0000 3,610.00 19.000 3,610.00 F) 83 CONCRETE BARRIER (TYPE 736 MODIFIED) M 80.0000 76,800.00 124.000 9,920.00 960.000 76,800.00 F) 84 CONCRETE BARRIER (TYPE 736R) M 150.0000 33,900.00 226.000 33,900.00 F) PROGRAM CAS145 PAGE 8 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 10:39 AM ESTIMATE NO. 15 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 736SV) M 300.0000 609,000.00 126.000 37,800.00 1,585.000 475,500.00 86 THERMOPLASTIC PAVEMENT MARKING M2 46.0000 4,140.00 0.000 0.00 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 16,800.00 5,715.000 8,001.00 88 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3500 1,809.00 302.000 1,011.70 89 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,920.00 291.000 582.00 (BROKEN 3.66 M - 0.92 M) 90 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 620.00 120.000 240.00 (BROKEN 11.00M - 3.50M) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 5,085.00 3,093.000 2,783.70 (BROKEN 10.98 M - 3.66 M) 92 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 927.00 239.000 215.10 (BROKEN 5.18 M - 2.14 M) 93 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 1,005.00 0.000 0.00 94 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 7,350.00 683.000 3,415.00 95 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,050.0000 1,050.00 1.000 1,050.00 SYSTEM ELEMENTS DURING CONSTRUCTION 96 LIGHTING (TEMPORARY) LS 70,000.0000 70,000.00 0.040 2,800.00 1.000 70,000.00 97 ELECTRIC SERVICE (IRRIGATION) LS 4,500.0000 4,500.00 0.500 2,250.00 0.500 2,250.00 98 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 250,000.0000 250,000.00 0.740 185,000.00 99 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 20,000.0000 20,000.00 0.020 400.00 0.020 400.00 00 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 40,000.0000 40,000.00 0.080 3,200.00 0.660 26,400.00 01 MODIFY LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.110 27,500.00 0.900 225,000.00 PROGRAM CAS145 PAGE 9 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-235504 TIME 10:39 AM ESTIMATE NO. 15 BID OPENING 04/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 812,322.92 12,121,044.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 56,654.06 188,621.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 868,976.98 12,309,665.96 02 MOBILIZATION LS 800,000.0000 800,000.00 1.000 800,000.00 ORIGINAL CONTRACT AMOUNT 14,878,743.30 TOTAL WORK COMPLETED 868,976.98 13,109,665.96 MATERIALS ON HAND ON SITE 18,407.36 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 868,976.98 13,118,073.32 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 06/24/09 420 00/00/00 00/00/00 09/22/10 265 34 0 0 85% 88% PROGRESS IS SATISFACTORY AL-JAMAL, ABDUL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/10