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 12/20/08 EST. NO.29 TIME 08:07 AM R.E. NAME: PATEL BHARAT 04-249044 --------------------------------------------------------------------------- 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 0918 145.40 E.W. @ F.A.(+) 110508 Y 2755.0 0919 447.57 111408 Y 2760.0 0920 447.57 111808 Y 2762.0 0921 187.50 120108 Y 2775.0 0922 187.50 120208 Y 2781.0 0923 557.35 110408 Y 2798.0 0924 1,403.21 111008 Y 2799.0 0926 262.15 110508 Y 2814.0 0928 154.42 110608 Y 2819.0 0929 465.56 110608 Y 2824.0 0931 290.80 110308 Y 2752.0 0932 145.40 110408 Y 2768.0 0937 145.40 111108 Y 2858.0 0938 232.64 111208 Y 2859.0 0939 467.73 111208 Y 2860.0 0940 452.61 111308 Y 2861.0 0942 447.57 111708 Y 2863.0 0944 69.89 080508 Y 2430.1 003 0020 2,655.70 E.W. @ F.A.(+) 092308 Y 2888.0 0021 821.21 102808 Y 2889.0 004 0020 600.00 E.W. @ F.A.(+) 102308 Y 2850.0 0021 662.50 102308 Y 2851.0 0022 600.00 102308 Y 2852.0 005 0092 1,133.57 E.W. @ F.A.(+) 112707 N 1673.1 014 0131 509.30 E.W. @ F.A.(+) 070808 Y 2267.1 016 0093 2,016.66 A.C. @ F.A.(+) 013108 Y 2696.0 0095 2,126.66 021208 Y 2698.0 021 0059 19,114.40 E.W. @ F.A.(+) 110607 Y 1760.0 0063 12,001.64 101806 Y 1225.0 022 0031 5,540.33 E.W. @ F.A.(+) 110307 Y 1378.1 0033 4,180.89 110507 Y 1310.0 026 0037 3,492.68 E.W. @ F.A.(+) 091907 Y 1081.2 0038 3,216.90 031108 Y 1758.1 029 0019 1,474.00 E.W. @ F.A.(+) 112607 Y 1288.1 031 0051 552.00 E.W. @ F.A.(+) 102408 Y 2736.0 045 0042 141.94 E.W. @ F.A.(+) 072408 Y 2334.1 0043 2,457.69 110308 Y 2753.0 0053 154.53 102908 Y 2677.1 065 0015 161.38 E.W. @ F.A.(+) 100908 Y 2800.0 073 0002 1,820.15 E.W. @ F.A.(+) 112408 Y 2870.0 076 0002 330.45 E.W. @ F.A.(+) 103108 Y 2705.0 0003 896.36 070208 Y 2715.0 0004 3,828.33 063008 Y 2716.0 0005 776.08 102208 Y 2725.0 088 0011 1,706.72 E.W. @ F.A.(+) 070908 Y 2717.0 093 0017 24,145.58 E.W. @ F.A.(+) 060408 Y 2388.0 104 0001 796.90 E.W. @ F.A.(+) 112008 Y 2767.0 104,424.82 TOTAL THIS ESTIMATE 5,560,746.76 TOTAL PREVIOUS ESTIMATE 5,665,171.58 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 12/20/08 EST. NO.29 TIME 08:07 AM R.E. NAME: PATEL BHARAT 04-249044 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICKUP -78,400.00 05 UNAPPROVED CPM SCHED -566,892.87 13 CPM SCHEDULE 566,892.87 14 SWPP NON COMPLIANCE -965,787.86 16 SWPPP NON COMPLIANCE 965,787.86 17 0.00 -78,400.00 EQUAL EMPLOYMENT OPPORTUNITY UNSUBMITTED REPORTS -10,000.00 25 UNSUBMITTED REPORTS 10,000.00 26 0.00 0.00 LABOR COMPLIANCE VIOLATION PREVAILING WAGES -10,000.00 23 PREVAILING WAGES -10,000.00 27 PREVAILING WAGES 10,000.00 28 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -88,400.00 PROGRAM CAS145 PAGE 1 DATE 12/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:07 AM ESTIMATE NO. 29 BID OPENING 06/28/06 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: PATEL BHARAT DATE OF THIS ESTIMATE 12/20/08 LOCATION PROGRESS ESTIMATE 04-ALA-238-14.2/16.7 ----------------- 04-ALA-880-18.3/20.7 FCI CONSTRUCTORS, INC IN ALAMEDA COUNTY IN AND NEAR 04-ALA-580-R29.4/R31.4 2100 GOODYEAR ROAD HAYWARD AND SAN LEANDRO AT VARIOUS BENICIA, CA 94510 LOCATIONS FED. AID NO. STPL-6204(57)N WIDENING AND REHABILITATE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.030 300.00 0.830 8,300.00 02 TIME-RELATED OVERHEAD LS 3800,000.0000 3,800,000.00 0.030 114,000.00 0.810 3,078,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 7,200.00 1,766.000 17,660.00 04 300 MM TEMPORARY CULVERT M 250.0000 47,500.00 69.900 17,475.00 05 TEMPORARY INLET EA 3,000.0000 42,000.00 7.920 23,760.00 06 PREPARE STORM WATER POLLUTION LS 3,750.0000 3,750.00 1.000 3,750.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.030 3,000.00 0.830 83,000.00 08 TEMPORARY SILT FENCE M 12.0000 58,560.00 1,835.160 22,021.92 09 TEMPORARY CONCRETE WASHOUT FACILITY LS 70,000.0000 70,000.00 0.030 2,100.00 0.790 55,300.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 82,500.00 3.000 7,500.00 23.500 58,750.00 11 TEMPORARY COVER M2 3.0000 29,700.00 13,391.880 40,175.64 12 TEMPORARY DRAINAGE INLET PROTECTION EA 425.0000 26,775.00 4.000 1,700.00 67.750 28,793.75 13 PHOTOGRAPHIC SURVEY OF EXISTING LS 120,000.0000 120,000.00 0.800 96,000.00 S) FACILITIES 14 VIBRATION MONITORING LS 130,000.0000 130,000.00 0.800 104,000.00 S) 15 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.750 75,000.00 S) 16 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.030 9,000.00 0.810 243,000.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 6.6000 12,870.00 4,162.840 27,474.74 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 30,000.00 68.000 2,720.00 937.000 37,480.00 S) 19 TEMPORARY PAVEMENT MARKER EA 10.0000 2,000.00 370.000 3,700.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 252,000.00 18.000 216,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 30.0000 900,000.00 2,117.000 63,510.00 24,288.070 728,642.10 S) 22 TEMPORARY CRASH CUSHION MODULE EA 325.0000 299,000.00 59.000 19,175.00 837.000 272,025.00 S) PROGRAM CAS145 PAGE 2 DATE 12/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:07 AM ESTIMATE NO. 29 BID OPENING 06/28/06 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: PATEL BHARAT DATE OF THIS ESTIMATE 12/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 5,000.0000 10,000.00 4.000 20,000.00 S) (TYPE ADIEM) 24 ABANDON CULVERT M 65.0000 53,950.00 337.840 21,959.60 25 ABANDON INLET EA 700.0000 16,800.00 10.000 7,000.00 26 ABANDON SEWER M 15.0000 2,550.00 173.960 2,609.40 27 OBLITERATE SURFACING M2 6.0000 132,000.00 16,570.010 99,420.06 28 REMOVE CHAIN LINK FENCE M 15.0000 7,800.00 1,134.660 17,019.90 29 REMOVE METAL BEAM GUARD RAILING M 25.0000 43,750.00 388.700 9,717.50 2,130.700 53,267.50 30 REMOVE FLARED END SECTION EA 300.0000 1,800.00 4.000 1,200.00 31 REMOVE TEE EA 400.0000 3,600.00 8.000 3,200.00 32 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 14.0000 127,820.00 1,565.000 21,910.00 15,895.050 222,530.70 33 REMOVE PAINTED TRAFFIC STRIPE M 3.5000 149,100.00 147.030 514.61 21,692.580 75,924.03 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 170,000.00 4,609.860 18,439.44 34,024.170 136,096.68 35 REMOVE PAVEMENT MARKER EA 2.0000 6,720.00 2,752.000 5,504.00 14,095.000 28,190.00 36 REMOVE ROADSIDE SIGN EA 50.0000 1,400.00 8.000 400.00 37 REMOVE SIGN STRUCTURE EA 4,000.0000 36,000.00 9.000 36,000.00 38 REMOVE CULVERT M 100.0000 121,000.00 753.270 75,327.00 39 REMOVE INLET EA 700.0000 31,500.00 31.000 21,700.00 40 REMOVE HEADWALL EA 1,600.0000 1,600.00 1.000 1,600.00 41 REMOVE MANHOLE EA 2,500.0000 2,500.00 2.000 5,000.00 42 REMOVE RETAINING WALL LS 20,000.0000 20,000.00 1.000 20,000.00 43 REMOVE RETAINING WALL (PORTION) LS 6,000.0000 6,000.00 1.000 6,000.00 44 SALVAGE SIGN STRUCTURE EA 10,000.0000 20,000.00 0.000 0.00 S) 45 RECONSTRUCT CHAIN LINK FENCE M 30.0000 3,600.00 0.000 0.00 S) 46 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 23,000.00 168.000 8,400.00 S) 47 RECONSTRUCT CONCRETE BARRIER M 1,600.0000 416,000.00 260.000 416,000.00 (TYPE BART D) 48 RESET CRASH CUSHION EA 1,000.0000 3,000.00 0.000 0.00 49 RELOCATE ROADSIDE SIGN EA 300.0000 26,100.00 3.000 900.00 PROGRAM CAS145 PAGE 3 DATE 12/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:07 AM ESTIMATE NO. 29 BID OPENING 06/28/06 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: PATEL BHARAT DATE OF THIS ESTIMATE 12/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ADJUST INLET EA 2,000.0000 24,000.00 13.000 26,000.00 51 MODIFY MANHOLE EA 25,000.0000 25,000.00 1.000 25,000.00 52 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5500 497,000.00 6,596.600 23,417.93 17,034.570 60,472.72 S) 53 REMOVE CONCRETE (CURB AND GUTTER) M 18.0000 9,000.00 386.250 6,952.50 721.920 12,994.56 54 REMOVE CONCRETE BARRIER M 68.0000 227,800.00 3,376.820 229,623.76 55 REMOVE SOUND WALL M 150.0000 148,500.00 781.000 117,150.00 56 ACCESS OPENING, SOFFIT EA 2,000.0000 20,000.00 10.000 20,000.00 57 CAP INLET EA 1,200.0000 10,800.00 1.000 1,200.00 10.000 12,000.00 58 CAP MANHOLE EA 2,500.0000 2,500.00 0.000 0.00 59 REMOVE CRASH CUSHION EA 500.0000 5,500.00 11.000 5,500.00 60 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,000.0000 45,000.00 1.000 45,000.00 61 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 62 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 1.000 30,000.00 63 BRIDGE REMOVAL (PORTION), LOCATION D LS 300,000.0000 300,000.00 0.370 111,000.00 1.000 300,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 1.000 60,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION F LS 150,000.0000 150,000.00 1.000 150,000.00 66 BRIDGE REMOVAL (PORTION), LOCATION G LS 200,000.0000 200,000.00 1.000 200,000.00 67 BRIDGE REMOVAL (PORTION), LOCATION H LS 200,000.0000 200,000.00 0.220 44,000.00 1.000 200,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION J LS 35,000.0000 35,000.00 1.000 35,000.00 69 BRIDGE REMOVAL (PORTION), LOCATION K LS 75,000.0000 75,000.00 1.000 75,000.00 70 BRIDGE REMOVAL (PORTION), LOCATION M LS 50,000.0000 50,000.00 1.000 50,000.00 71 BRIDGE REMOVAL (PORTION), LOCATION N LS 10,000.0000 10,000.00 1.000 10,000.00 72 JACKING SUPERSTRUCTURE, LOCATION C LS 40,000.0000 40,000.00 1.000 40,000.00 73 JACKING SUPERSTRUCTURE, LOCATION E LS 60,000.0000 60,000.00 1.000 60,000.00 74 CLEARING AND GRUBBING LS 285,000.0000 285,000.00 1.000 285,000.00 75 DEVELOP WATER SUPPLY LS 26,400.0000 26,400.00 0.030 792.00 0.770 20,328.00 76 ROADWAY EXCAVATION M3 60.5000 2,804,175.00 4,692.500 283,896.25 61,161.650 3,700,279.83 PROGRAM CAS145 PAGE 4 DATE 12/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:07 AM ESTIMATE NO. 29 BID OPENING 06/28/06 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: PATEL BHARAT DATE OF THIS ESTIMATE 12/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LEAD COMPLIANCE PLAN LS 2,340.0000 2,340.00 1.000 2,340.00 78 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 572,500.00 220.960 22,096.00 5,101.510 510,151.00 F) 79 STRUCTURE EXCAVATION (RETAINING WALL) M3 150.0000 1,564,050.00 10,894.230 1,634,134.50 F) 80 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 581,400.00 3,678.480 551,772.00 F) 81 STRUCTURAL BACKFILL (RETAINING WALL) M3 100.0000 55,600.00 278.000 27,800.00 F) (CELLULAR CONCRETE) 82 STRUCTURAL BACKFILL (BRIDGE) M3 95.0000 971,850.00 7,926.000 752,970.00 F) (CELLULAR CONCRETE) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 1,389,420.00 15,466.000 1,391,940.00 F) 84 SAND BACKFILL M3 125.0000 20,000.00 62.800 7,850.00 85 DITCH EXCAVATION M3 125.0000 241,250.00 1,261.340 157,667.50 86 EARTH RETAINING STRUCTURE, LOCATION A M2 1,000.0000 882,000.00 882.000 882,000.00 F) 87 EARTH RETAINING STRUCTURE, LOCATION B M2 1,150.0000 2,012,500.00 1,750.000 2,012,500.00 F) 88 EARTH RETAINING STRUCTURE, LOCATION C M2 1,100.0000 1,485,000.00 1,350.000 1,485,000.00 F) 89 EARTH RETAINING STRUCTURE, LOCATION D M2 800.0000 432,000.00 540.000 432,000.00 F) 90 IMPORTED BORROW M3 1.0000 24,200.00 5,000.000 5,000.00 91 LIGHTWEIGHT FILL (RETAINING WALL) M3 180.0000 37,620.00 209.000 37,620.00 F) 92 STRAW (EROSION CONTROL) TONN 575.0000 11,500.00 1.620 931.50 10.608 6,099.60 S) 93 FIBER (EROSION CONTROL) KG 1.5000 4,815.00 362.880 544.32 1,800.940 2,701.41 S) 94 FIBER ROLLS M 13.2000 150,480.00 98.000 1,293.60 5,210.800 68,782.56 S) 95 COMPOST (EROSION CONTROL) M3 360.0000 14,040.00 18.100 6,516.00 S) 96 PURE LIVE SEED (EROSION CONTROL) KG 160.0000 86,400.00 248.480 39,756.80 S) 97 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 6,900.00 1,007.140 1,258.93 S) 98 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 4,200.00 90.720 544.32 405.300 2,431.80 S) 99 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 0.700 17,500.00 S) 00 MAINTAIN EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 0.700 10,500.00 S) 01 IRRIGATION SYSTEM LS 250,000.0000 250,000.00 0.752 188,000.00 S) 02 NPS 3 SUPPLY LINE (BRIDGE) M 485.0000 171,690.00 317.000 153,745.00 03 WATER METER - 50MM EA 100,000.0000 600,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 12/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:07 AM ESTIMATE NO. 29 BID OPENING 06/28/06 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: PATEL BHARAT DATE OF THIS ESTIMATE 12/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 WATER METER - 40MM EA 45,000.0000 45,000.00 0.000 0.00 S) 05 200 MM CORRUGATED HIGH DENSITY M 325.0000 31,525.00 97.000 31,525.00 S) POLYETHYLENE PIPE CONDUIT 06 FINISHING ROADWAY LS 120,000.0000 120,000.00 0.200 24,000.00 0.500 60,000.00 07 CLASS 4 AGGREGATE SUBBASE M3 28.0000 604,800.00 4,659.200 130,457.60 32,334.110 905,355.08 08 AGGREGATE BASE (APPROACH SLAB) M3 450.0000 20,250.00 40.000 18,000.00 09 CLASS 3 AGGREGATE BASE M3 450.0000 6,300.00 342.500 154,125.00 10 LEAN CONCRETE BASE M3 200.0000 3,780,000.00 1,074.160 214,832.00 15,829.220 3,165,844.00 11 ASPHALT TREATED PERMEABLE BASE M3 285.0000 330,600.00 1,410.230 401,915.55 12 ASPHALT CONCRETE TONN 78.5000 4,945,500.00 2,181.140 171,219.49 41,851.570 3,285,348.25 13 ASPHALT CONCRETE (LEVELING) TONN 850.0000 14,450.00 12.000 10,200.00 14 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 129.0000 1,548,000.00 0.000 0.00 15 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 131.0000 1,185,550.00 0.000 0.00 16 PAVEMENT REINFORCING FABRIC M2 2.5000 58,500.00 4,492.060 11,230.15 10,045.800 25,114.50 17 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 2,520.00 402.580 4,830.96 18 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 12.0000 1,680.00 51.200 614.40 19 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 12.0000 11,400.00 453.000 5,436.00 20 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 3,120.00 0.000 0.00 21 SHOULDER RUMBLE STRIP M 2.0000 5,880.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 22 CONCRETE PAVEMENT M3 350.0000 731,500.00 74.030 25,910.50 2,155.850 754,547.50 23 REPLACE CONCRETE PAVEMENT M3 4,000.0000 56,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 24 SEAL PAVEMENT JOINT M 17.0000 24,820.00 1,052.000 17,884.00 25 CRACK EXISTING CONCRETE PAVEMENT M2 2.5000 50,250.00 4,492.060 11,230.15 10,045.800 25,114.50 26 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 345.0000 671,715.00 2,033.400 701,523.00 S) PILING 27 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,040.0000 320,320.00 372.800 387,712.00 S) PILING 28 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 5,350.0000 181,900.00 34.000 181,900.00 S) PILING 29 FURNISH PILING (CLASS 900) M 150.0000 1,369,200.00 548.650 82,297.50 6,908.900 1,036,335.00 (ALTERNATIVE "X" MODIFIED) 30 DRIVE PILE (CLASS 900) EA 1,400.0000 592,200.00 36.000 50,400.00 322.000 450,800.00 S) (ALTERNATIVE "X" MODIFIED) PROGRAM CAS145 PAGE 6 DATE 12/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:07 AM ESTIMATE NO. 29 BID OPENING 06/28/06 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: PATEL BHARAT DATE OF THIS ESTIMATE 12/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH PILING (CLASS 900) M 200.0000 196,200.00 981.000 196,200.00 (ALTERNATIVE W) 32 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,400.0000 53,200.00 38.000 53,200.00 S) 33 FURNISH PILING (CLASS 900) M 100.0000 433,900.00 4,352.360 435,236.00 (ALTERNATIVE "X") 34 DRIVE PILE (CLASS 900) (ALTERNATIVE "X") EA 1,400.0000 298,200.00 214.000 299,600.00 S) 35 FURNISH PILING (CLASS 625) M 105.0000 176,715.00 1,685.960 177,025.80 (ALTERNATIVE "X") 36 DRIVE PILE (CLASS 625) (ALTERNATIVE "X") EA 1,400.0000 110,600.00 79.000 110,600.00 S) 37 FURNISH PILING (CLASS 400) M 78.0000 867,204.00 11,157.720 870,302.16 (ALTERNATIVE "X") 38 DRIVE PILE (CLASS 400) (ALTERNATIVE "X") EA 1,000.0000 534,000.00 534.000 534,000.00 S) 39 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 290.0000 754,000.00 1,113.640 322,955.60 S) PILING (SOUND WALL) 40 FURNISH CAST-IN-STEEL SHELL PILING PIPE M 250.0000 628,000.00 2,512.000 628,000.00 PILE 406 X 12.7 41 DRIVE CAST-IN-STEEL SHELL PILE PIPE PILE EA 1,400.0000 197,400.00 141.000 197,400.00 S) 406 X 12.7 42 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.723 144,600.00 S) 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 1,030,000.00 1,689.170 844,585.00 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 6,645,100.00 376.350 413,985.00 5,543.150 6,097,465.00 F) 45 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 3,573,500.00 5,369.260 3,758,482.00 F) 46 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 492,000.00 41.250 33,000.00 536.850 429,480.00 F) (TYPE N) 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,630.0000 731,870.00 -2.250 -3,667.50 395.750 645,072.50 (TYPE R) 48 CLASS 1 CONCRETE (STRUCTURE) M3 1,300.0000 941,200.00 724.000 941,200.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 1,550.0000 542,500.00 12.900 19,995.00 236.275 366,226.25 50 STONE BLOCK TEXTURE M2 400.0000 20,000.00 50.000 20,000.00 F) 51 CRUCIFORM SHAPED PANEL SURFACE TEXTURE M2 150.0000 120,600.00 0.000 0.00 F) 52 FRACTURED RIB TEXTURE, TYPE A M2 60.0000 142,560.00 2,604.000 156,240.00 F) 53 FRACTURED RIB TEXTURE, TYPE B M2 60.0000 53,940.00 1,703.000 102,180.00 F) 54 DRILL AND BOND DOWEL M 100.0000 106,400.00 1,057.170 105,717.00 55 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 70.0000 60,830.00 835.720 58,500.40 56 CLEAN EXPANSION JOINT M 100.0000 7,900.00 0.000 0.00 57 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,000.0000 306,000.00 12.000 216,000.00 S) GIRDER (20 M - 25 M) PROGRAM CAS145 PAGE 7 DATE 12/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:07 AM ESTIMATE NO. 29 BID OPENING 06/28/06 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: PATEL BHARAT DATE OF THIS ESTIMATE 12/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH PRECAST PRESTRESSED CONCRETE EA 55,000.0000 440,000.00 8.000 440,000.00 S) BOX GIRDER (30 M - 35 M) 59 ERECT PRECAST PRESTRESSED CONCRETE EA 3,500.0000 59,500.00 12.000 42,000.00 S) GIRDER 60 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 7,000.0000 56,000.00 8.000 56,000.00 S) GIRDER 61 REFINISH BRIDGE DECK M2 160.0000 12,160.00 109.000 17,440.00 62 CORE CONCRETE (151 MM - 200 MM) M 300.0000 1,200.00 0.000 0.00 S) 63 CORE CONCRETE (201 MM - 250 MM) M 400.0000 400.00 0.000 0.00 S) 64 SOUND WALL (MASONRY BLOCK) M2 245.0000 2,060,450.00 5,476.000 1,341,620.00 SF) 65 JOINT SEAL (MR 30 MM) M 285.0000 33,630.00 66.000 18,810.00 S) 66 JOINT SEAL (MR 15 MM) M 285.0000 29,925.00 43.580 12,420.30 S) 67 JOINT SEAL (MR 40 MM) M 285.0000 21,375.00 0.000 0.00 S) 68 JOINT SEAL (MR 50 MM) M 285.0000 35,055.00 67.000 19,095.00 S) 69 BAR REINFORCING STEEL KG 2.8000 180,910.80 69,078.720 193,420.42 SF) 70 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 2,296,350.00 36,642.550 76,949.36 814,613.220 1,710,687.76 SF) 71 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5500 857,424.75 354,844.310 904,852.99 SF) 72 FURNISH STRUCTURAL STEEL (BRIDGE) KG 5.0000 2,037,500.00 404,381.000 2,021,905.00 SF) 73 ERECT STRUCTURAL STEEL (BRIDGE) KG 2.0000 815,000.00 407,500.000 815,000.00 SF) 74 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 24,300.00 2,430.000 24,300.00 F) WITH WALKWAY) 75 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 4,860.00 2,430.000 4,860.00 SF)WITH WALKWAY) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 1,269,600.00 82,940.000 829,400.00 F) 77 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 126,960.00 72,910.000 72,910.00 SF) 78 1372 MM CAST-IN-DRILLED-HOLE M 5,000.0000 150,000.00 18.400 92,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 79 1524 MM CAST-IN-DRILLED-HOLE M 5,400.0000 453,600.00 8.300 44,820.00 63.700 343,980.00 S) CONCRETE PILE (SIGN FOUNDATION) 80 METAL (ROADSIDE SIGN) KG 18.0000 49,320.00 0.000 0.00 F) 81 ROADSIDE SIGN - ONE POST EA 375.0000 5,250.00 7.000 2,625.00 82 ROADSIDE SIGN - TWO POST EA 720.0000 5,040.00 0.000 0.00 83 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 1,980.00 3.000 330.00 METHOD) 84 INSTALL SIGN OVERLAY M2 750.0000 5,250.00 3.000 2,250.00 PROGRAM CAS145 PAGE 8 DATE 12/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:07 AM ESTIMATE NO. 29 BID OPENING 06/28/06 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: PATEL BHARAT DATE OF THIS ESTIMATE 12/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 INSTALL SIGN PANEL ON EXISTING FRAME M2 150.0000 22,500.00 75.000 11,250.00 86 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 600.00 3.000 300.00 EXISTING POST 87 INSTALL SELF ADHESIVE SIGN PANEL EA 950.0000 2,850.00 0.000 0.00 88 CLEAN AND PAINT STRUCTURAL STEEL LS 300,000.0000 300,000.00 1.000 300,000.00 S) 89 WORK AREA MONITORING LS 33,000.0000 33,000.00 0.150 4,950.00 0.850 28,050.00 S) 90 300 MM ALTERNATIVE PIPE CULVERT M 330.0000 49,500.00 8.700 2,871.00 91 450 MM ALTERNATIVE PIPE CULVERT M 350.0000 1,435,000.00 280.040 98,014.00 3,181.070 1,113,374.50 92 600 MM ALTERNATIVE PIPE CULVERT M 600.0000 120,000.00 231.340 138,804.00 93 750 MM ALTERNATIVE PIPE CULVERT M 700.0000 12,600.00 17.500 12,250.00 94 450 MM REINFORCED CONCRETE PIPE M 310.0000 22,940.00 54.500 16,895.00 95 600 MM REINFORCED CONCRETE PIPE M 470.0000 131,600.00 356.880 167,733.60 96 900 MM REINFORCED CONCRETE PIPE M 1,000.0000 110,000.00 24.630 24,630.00 97 300 MM SLOTTED CORRUGATED STEEL PIPE M 350.0000 105,000.00 176.500 61,775.00 (1.63 MM THICK) 98 200 MM NON-PERFORATED PLASTIC PIPE M 400.0000 7,200.00 0.000 0.00 UNDERDRAIN 99 200 MM PERFORATED PLASTIC M 140.0000 180,600.00 1,978.200 276,948.00 PIPE UNDERDRAIN 00 80 MM PLASTIC PIPE (EDGE DRAIN) M 85.0000 137,700.00 1,620.000 137,700.00 01 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 350.0000 26,250.00 75.000 26,250.00 02 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 90.0000 183,600.00 2,448.000 220,320.00 03 300 MM CORRUGATED STEEL PIPE RISER M 300.0000 4,800.00 42.600 12,780.00 (1.63 MM THICK) 04 WELDED STEEL PIPE CASING (BRIDGE) M 300.0000 15,600.00 24.000 7,200.00 SF) 05 300 MM ALTERNATIVE FLARED END SECTION EA 300.0000 600.00 1.000 300.00 06 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 0.000 0.00 07 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 2,400.00 2.000 1,200.00 3.000 1,800.00 08 DRAIN INLET MARKER EA 50.0000 1,550.00 0.000 0.00 09 DRAINAGE MANHOLE EA 5,500.0000 11,000.00 1.000 5,500.00 10 DRAINAGE INLET PROTECTION EA 600.0000 30,600.00 4.000 2,400.00 4.000 2,400.00 11 300 MM REINFORCED CONCRETE PIPE RISER M 225.0000 2,925.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 12/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:07 AM ESTIMATE NO. 29 BID OPENING 06/28/06 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: PATEL BHARAT DATE OF THIS ESTIMATE 12/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 200 MM VITRIFIED CLAY SEWER PIPE M 825.0000 140,250.00 16.460 13,579.50 S) 13 SEWER MANHOLE EA 10,000.0000 20,000.00 1.000 10,000.00 S) 14 MINOR CONCRETE (BACKFILL) M3 275.0000 30,250.00 80.630 22,173.25 15 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 350.0000 10,500.00 2.920 1,022.00 16 SLOPE PAVING (CONCRETE) M3 900.0000 102,600.00 179.000 161,100.00 F) 17 ROCK SLOPE PROTECTION FABRIC M2 5.0000 600.00 12.200 61.00 18 MINOR CONCRETE (MISCELLANEOUS M3 840.0000 529,200.00 60.930 51,181.20 216.900 182,196.00 CONSTRUCTION) 19 MINOR CONCRETE (GUTTER) M 115.0000 108,100.00 900.320 103,536.80 F) 20 MISCELLANEOUS IRON AND STEEL KG 5.0000 130,695.00 148.000 740.00 13,011.000 65,055.00 SF) 21 MISCELLANEOUS METAL KG 10.0000 28,500.00 2,850.000 28,500.00 SF)(RESTRAINER - PIPE TYPE) 22 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 2,300.00 230.000 2,300.00 SF) 23 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 66,200.00 900.000 9,000.00 SF) 24 CHAIN LINK FENCE (TYPE CL-1.2) M 80.0000 36,160.00 785.450 62,836.00 SF) 25 CHAIN LINK FENCE (TYPE CL-1.8) M 135.0000 7,830.00 427.500 57,712.50 S) 26 1.8 M METAL GATE EA 5,000.0000 5,000.00 0.000 0.00 S) 27 1.8 METAL FENCE M 5,000.0000 15,000.00 0.000 0.00 S) 28 OBJECT MARKER (TYPE F) EA 85.0000 5,525.00 0.000 0.00 29 OBJECT MARKER (TYPE P) EA 200.0000 200.00 0.000 0.00 30 OBJECT MARKER (TYPE L-1) EA 150.0000 750.00 0.000 0.00 31 OBJECT MARKER (TYPE G) EA 150.0000 3,150.00 0.000 0.00 32 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 120,900.00 15.000 1,950.00 239.430 31,125.90 S) 33 CHAIN LINK RAILING (TYPE 7) M 150.0000 18,300.00 0.000 0.00 SF) 34 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 150.0000 21,750.00 0.000 0.00 SF) 35 CONCRETE BARRIER (TYPE 25) M 255.0000 31,110.00 0.000 0.00 F) 36 CONCRETE BARRIER BART M 3,720.0000 26,040.00 7.000 26,040.00 F) 37 CONCRETE BARRIER (BART-C) M 1,900.0000 13,300.00 7.000 13,300.00 S) 38 CABLE RAILING M 60.0000 59,880.00 934.000 56,040.00 SF) PROGRAM CAS145 PAGE 10 DATE 12/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:07 AM ESTIMATE NO. 29 BID OPENING 06/28/06 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: PATEL BHARAT DATE OF THIS ESTIMATE 12/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,050.0000 18,300.00 1.000 3,050.00 1.000 3,050.00 S) 40 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,350.0000 25,850.00 7.000 16,450.00 S) 41 CONCRETE BARRIER (TYPE 60) M 250.0000 387,250.00 4.600 1,150.00 440.810 110,202.50 F) 42 CONCRETE BARRIER (TYPE 60A MODIFIED) M 200.0000 13,200.00 0.000 0.00 F) 43 CONCRETE BARRIER (TYPE 60C) M 600.0000 861,000.00 903.300 541,980.00 F) 44 CONCRETE BARRIER (TYPE 60D) M 170.0000 52,870.00 258.920 44,016.40 569.920 96,886.40 F) 45 CONCRETE BARRIER (TYPE 60E) M 1,150.0000 172,500.00 40.250 46,287.50 46 CONCRETE BARRIER (TYPE 736A MODIFIED) M 285.0000 313,215.00 1,117.000 318,345.00 F) 47 CONCRETE BARRIER (TYPE 736) M 230.0000 115,000.00 392.000 90,160.00 F) 48 CONCRETE BARRIER (TYPE 736A) M 240.0000 78,000.00 2.000 480.00 373.000 89,520.00 F) 49 CONCRETE BARRIER (TYPE 736 MODIFIED) M 450.0000 176,400.00 306.000 137,700.00 F) 50 CONCRETE BARRIER (TYPE 736B) M 2,100.0000 6,300.00 0.000 0.00 F) 51 CONCRETE BARRIER (TYPE 736SV) M 450.0000 648,000.00 622.000 279,900.00 52 THERMOPLASTIC CROSSWALK AND M2 70.0000 6,440.00 27.840 1,948.80 S) PAVEMENT MARKING 53 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 66,000.00 3,109.450 6,218.90 10,578.050 21,156.10 S) 54 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.3000 39,947.00 1,000.300 4,301.29 6,337.160 27,249.79 S) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 12,920.00 775.300 3,101.20 3,146.370 12,585.48 S) (BROKEN 3.66 M - 0.92 M) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 48,800.00 1,387.500 2,775.00 23,686.230 47,372.46 S) (DASHED WHITE) 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,680.00 160.670 321.34 S) (BROKEN 3.66 M - 0.92 M) 58 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 42,000.00 2,784.760 2,227.81 52,693.500 42,154.80 S) 59 PAINT PAVEMENT MARKING (2-COAT) M2 56.0000 672.00 93.200 5,219.20 S) 60 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2500 23,400.00 1,786.000 4,018.50 5,774.000 12,991.50 S) 61 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.6000 55,664.00 1,148.000 6,428.80 7,233.000 40,504.80 S) 62 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.615 30,750.00 S) 63 SIGNAL AND LIGHTING (LOCATION 3) LS 30,000.0000 30,000.00 0.960 28,800.00 S) 64 LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.505 50,500.00 S) 65 LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 0.032 22,400.00 0.829 580,300.00 S) PROGRAM CAS145 PAGE 11 DATE 12/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:07 AM ESTIMATE NO. 29 BID OPENING 06/28/06 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: PATEL BHARAT DATE OF THIS ESTIMATE 12/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 SPRINKLER CONTROL CONDUIT (BRIDGE) M 90.0000 47,700.00 503.500 45,315.00 SF) 67 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 0.053 7,950.00 0.955 143,250.00 S) 68 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.930 93,000.00 S) 69 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 140,000.0000 140,000.00 0.750 105,000.00 S) 70 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 9,000.0000 9,000.00 0.000 0.00 S) 71 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 80,000.0000 80,000.00 0.951 76,080.00 S) 72 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 80,000.0000 80,000.00 0.490 39,200.00 S) 73 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 50,000.0000 50,000.00 0.975 48,750.00 S) 74 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 80,000.0000 80,000.00 0.907 72,560.00 S) 75 TRAFFIC OPERATIONS SYSTEM (LOCATION 9) LS 25,000.0000 25,000.00 0.953 23,825.00 S) 76 TRAFFIC OPERATIONS SYSTEM (LOCATION 10) LS 200,000.0000 200,000.00 0.160 32,000.00 0.734 146,800.00 S) 77 TRAFFIC OPERATIONS SYSTEM (LOCATION 11) LS 120,000.0000 120,000.00 0.021 2,520.00 S) 78 TRAFFIC OPERATIONS SYSTEM (LOCATION 12) LS 70,000.0000 70,000.00 0.036 2,520.00 0.902 63,140.00 S) 79 TRAFFIC OPERATIONS SYSTEM (LOCATION 13) LS 20,000.0000 20,000.00 0.060 1,200.00 S) 80 TRAFFIC OPERATIONS SYSTEM (LOCATION 14) LS 150,000.0000 150,000.00 0.806 120,900.00 S) 81 TRAFFIC OPERATIONS SYSTEM (LOCATION 15) LS 50,000.0000 50,000.00 0.518 25,900.00 0.933 46,650.00 S) 82 TRAFFIC OPERATIONS SYSTEM (LOCATION 16) LS 100,000.0000 100,000.00 0.827 82,700.00 S) 83 TRAFFIC OPERATIONS SYSTEM (LOCATION 17) LS 50,000.0000 50,000.00 0.230 11,500.00 S) 84 CAMERA UNIT EA 9,000.0000 18,000.00 1.000 9,000.00 S) 85 PAN/TILT UNIT EA 8,000.0000 16,000.00 1.000 8,000.00 S) 86 CAMERA CONTROL UNIT (CCU) EA 8,000.0000 16,000.00 1.000 8,000.00 2.000 16,000.00 S) 87 VIDEO ENCODER UNIT (VEU) EA 35,000.0000 70,000.00 1.000 35,000.00 2.000 70,000.00 S) 88 INTEGRATED SERVICES DIGITAL NETWORK EA 1,800.0000 3,600.00 1.000 1,800.00 2.000 3,600.00 S) TERMINAL ADAPTER (ISDN TA) 89 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 90 RECONSTRUCT CONCRETE BARRIER M 1,040.0000 301,600.00 290.000 301,600.00 (TYPE MODIFIED BART-D) 91 RECONSTRUCT BARBED WIRE EXTENSION ARMS M 33.0000 63,030.00 585.830 19,332.39 PROGRAM CAS145 PAGE 12 DATE 12/20/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 08:07 AM ESTIMATE NO. 29 BID OPENING 06/28/06 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: PATEL BHARAT DATE OF THIS ESTIMATE 12/20/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,456,191.32 68,619,705.02 ADJUSTMENT OF COMPENSATION 4,143.32 1,786,548.25 EXTRA WORK 100,281.50 3,878,623.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,560,616.14 74,284,876.60 92 MOBILIZATION LS 8540,000.0000 8,540,000.00 1.000 8,540,000.00 ORIGINAL CONTRACT AMOUNT 90,911,557.55 TOTAL WORK COMPLETED 2,560,616.14 82,824,876.60 MATERIALS ON HAND ON SITE 1,472,428.69 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -88,400.00 TOTAL 2,560,616.14 84,208,905.29 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 09/05/06 706 09/20/06 09/20/06 02/01/10 495 65 70 0 86% 64% PROGRESS IS SATISFACTORY PATEL BHARAT RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 12/20/08