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 07/21/09 EST. NO.36 TIME 09:06 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 1090 212.58 E.W. @ F.A.(+) 060509 Y 3631.0 1091 250.68 061009 Y 3632.0 1092 270.66 060309 Y 3642.0 1093 250.00 060209 Y 3643.0 1094 5,217.52 052809 Y 3612.1 014 0154-1 -1,386.80 E.W. @ F.A.(+) 082407 N 3142.0 DAO CORRECTING ENTRY 0154-2 1,444.97 082407 N 3142.0 DAO CORRECTING ENTRY 0167-1 -2,919.38 120408 N 3151.0 DAO CORRECTING ENTRY 0167-2 3,046.82 120408 N 3151.0 DAO CORRECTING ENTRY 017 0016 4,071.88 E.W. @ F.A.(+) 032709 Y 3352.0 019 0011 5,315.30 E.W. @ L.S.(+) 061809 N 5 0 028 0019 3,984.75 E.W. @ F.A.(+) 051809 Y 3574.0 036 0108 4,038.14 E.W. @ F.A.(+) 040909 Y 3466.0 0109 2,208.84 042309 Y 3471.0 0110 2,741.19 041009 Y 3509.0 040 0002 1,846.05 E.W. @ L.S.(+) 072009 N 2 0 045 0046 463.50 E.W. @ F.A.(+) 030308 Y 1799.1 076 0009 1,098.00 A.C. @ L.S.(+) 070209 N 2 0 094 0001 1,508.91 A.C. @ F.A.(+) 011609 Y 3280.0 0002 1,525.14 011609 Y 3281.0 0003 33,267.51 011609 Y 3329.0 0004 3,768.10 011609 Y 3331.0 0031 1,905.65 052809 Y 3607.1 108 0003 435.00 E.W. @ L.S.(+) 072009 N 3 0 109 0001 41,730.00 E.W. @ L.S.(+) 072009 N 0001 0 110 0002-1 -7,857.58 E.W. @ F.A.(+) 102508 Y 3576.0 DAO CORRECTING ENTRY 0005 1,540.00 011509 Y 3579.0 111 0063 897.19 E.W. @ F.A.(+) 052709 Y 3637.0 0064 3,774.08 052609 Y 3638.0 0065 1,034.93 051909 Y 3639.0 0066 975.24 060309 Y 3641.0 0067 3,627.13 061109 Y 3644.0 113 0059 359.70 E.W. @ F.A.(+) 121808 Y 3012.1 115 0013 1,679.13 E.W. @ F.A.(+) 061209 Y 3645.0 0014 7,055.28 060609 Y 3646.0 0017 1,278.75 051009 Y 3554.1 119 0002 9,055.00 E.W. @ L.S.(+) 072009 N 2 0 139,713.86 TOTAL THIS ESTIMATE 7,601,695.64 TOTAL PREVIOUS ESTIMATE 7,741,409.50 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 07/21/09 EST. NO.36 TIME 09:06 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 PREVAILING WAGES 5,000.00 36 5,000.00 -5,000.00 TOTAL DEDUCTIONS 5,000.00 -83,400.00 PROGRAM CAS145 PAGE 1 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 09:06 AM ESTIMATE NO. 36 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 07/20/09 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 07/21/09 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 0.005 50.00 0.985 9,850.00 02 TIME-RELATED OVERHEAD LS 3800,000.0000 3,800,000.00 0.010 38,000.00 0.970 3,686,000.00 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 0.020 2,000.00 0.940 94,000.00 08 TEMPORARY SILT FENCE M 12.0000 58,560.00 2,048.160 24,577.92 09 TEMPORARY CONCRETE WASHOUT FACILITY LS 70,000.0000 70,000.00 0.030 2,100.00 0.940 65,800.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 82,500.00 25.000 62,500.00 11 TEMPORARY COVER M2 3.0000 29,700.00 14,627.880 43,883.64 12 TEMPORARY DRAINAGE INLET PROTECTION EA 425.0000 26,775.00 91.750 38,993.75 13 PHOTOGRAPHIC SURVEY OF EXISTING LS 120,000.0000 120,000.00 0.950 114,000.00 S) FACILITIES 14 VIBRATION MONITORING LS 130,000.0000 130,000.00 0.950 123,500.00 S) 15 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.063 6,300.00 0.813 81,300.00 S) 16 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.960 288,000.00 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 1,096.000 43,840.00 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 28,019.570 840,587.10 S) 22 TEMPORARY CRASH CUSHION MODULE EA 325.0000 299,000.00 905.000 294,125.00 S) PROGRAM CAS145 PAGE 2 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 09:06 AM ESTIMATE NO. 36 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 07/20/09 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 25,000.00 S) (TYPE ADIEM) 24 ABANDON CULVERT M 65.0000 53,950.00 358.840 23,324.60 25 ABANDON INLET EA 700.0000 16,800.00 17.000 11,900.00 26 ABANDON SEWER M 15.0000 2,550.00 173.960 2,609.40 27 OBLITERATE SURFACING M2 6.0000 132,000.00 22,766.730 136,600.38 28 REMOVE CHAIN LINK FENCE M 15.0000 7,800.00 1,162.100 17,431.50 29 REMOVE METAL BEAM GUARD RAILING M 25.0000 43,750.00 2,379.780 59,494.50 30 REMOVE FLARED END SECTION EA 300.0000 1,800.00 5.000 1,500.00 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 16,019.440 224,272.16 33 REMOVE PAINTED TRAFFIC STRIPE M 3.5000 149,100.00 24,025.730 84,090.06 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 170,000.00 34,318.600 137,274.40 35 REMOVE PAVEMENT MARKER EA 2.0000 6,720.00 14,095.000 28,190.00 36 REMOVE ROADSIDE SIGN EA 50.0000 1,400.00 12.000 600.00 37 REMOVE SIGN STRUCTURE EA 4,000.0000 36,000.00 11.000 44,000.00 38 REMOVE CULVERT M 100.0000 121,000.00 1,158.970 115,897.00 39 REMOVE INLET EA 700.0000 31,500.00 34.000 23,800.00 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 24.830 744.90 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 14.000 4,200.00 PROGRAM CAS145 PAGE 3 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 09:06 AM ESTIMATE NO. 36 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 07/20/09 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 32,000.00 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 64,679.420 229,611.94 S) 53 REMOVE CONCRETE (CURB AND GUTTER) M 18.0000 9,000.00 721.920 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 148,500.00 990.000 148,500.00 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 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 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 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 0.950 25,080.00 76 ROADWAY EXCAVATION M3 60.5000 2,804,175.00 67,592.630 4,089,354.12 PROGRAM CAS145 PAGE 4 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 09:06 AM ESTIMATE NO. 36 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 07/20/09 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,630.790 563,079.00 F) 79 STRUCTURE EXCAVATION (RETAINING WALL) M3 150.0000 1,564,050.00 11,155.450 1,673,317.50 F) 80 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 581,400.00 3,809.590 571,438.50 F) 81 STRUCTURAL BACKFILL (RETAINING WALL) M3 100.0000 55,600.00 556.000 55,600.00 F) (CELLULAR CONCRETE) 82 STRUCTURAL BACKFILL (BRIDGE) M3 95.0000 971,850.00 10,230.000 971,850.00 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 64.300 8,037.50 85 DITCH EXCAVATION M3 125.0000 241,250.00 1,335.290 166,911.25 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 30,508.000 30,508.00 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 10.608 6,099.60 S) 93 FIBER (EROSION CONTROL) KG 1.5000 4,815.00 1,800.940 2,701.41 S) 94 FIBER ROLLS M 13.2000 150,480.00 5,291.800 69,851.76 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 4,200.00 405.300 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 171,690.00 412.500 200,062.50 03 WATER METER - 50MM EA 100,000.0000 600,000.00 1.500 150,000.00 S) PROGRAM CAS145 PAGE 5 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 09:06 AM ESTIMATE NO. 36 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 07/20/09 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 180,000.00 S) 05 200 MM CORRUGATED HIGH DENSITY M 325.0000 31,525.00 15.240 4,953.00 112.240 36,478.00 S) POLYETHYLENE PIPE CONDUIT 06 FINISHING ROADWAY LS 120,000.0000 120,000.00 0.500 60,000.00 07 CLASS 4 AGGREGATE SUBBASE M3 28.0000 604,800.00 33,048.430 925,356.04 08 AGGREGATE BASE (APPROACH SLAB) M3 450.0000 20,250.00 45.000 20,250.00 09 CLASS 3 AGGREGATE BASE M3 450.0000 6,300.00 342.500 154,125.00 10 LEAN CONCRETE BASE M3 200.0000 3,780,000.00 763.680 152,736.00 18,325.670 3,665,134.00 11 ASPHALT TREATED PERMEABLE BASE M3 285.0000 330,600.00 29.430 8,387.55 1,452.190 413,874.15 12 ASPHALT CONCRETE TONN 78.5000 4,945,500.00 5,539.040 434,814.64 53,448.640 4,195,718.24 13 ASPHALT CONCRETE (LEVELING) TONN 850.0000 14,450.00 817.850 695,172.50 829.850 705,372.50 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 5,357.530 13,393.83 24,604.860 61,512.15 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 2,000.000 4,000.00 (AC, GROUND-IN INDENTATIONS) 22 CONCRETE PAVEMENT M3 350.0000 731,500.00 2,323.480 813,218.00 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 22,635.680 56,589.20 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 9,128.000 1,369,200.00 (ALTERNATIVE "X" MODIFIED) 30 DRIVE PILE (CLASS 900) EA 1,400.0000 592,200.00 423.000 592,200.00 S) (ALTERNATIVE "X" MODIFIED) PROGRAM CAS145 PAGE 6 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 09:06 AM ESTIMATE NO. 36 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 07/20/09 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,598.000 753,420.00 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 1.000 200,000.00 S) 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 1,030,000.00 2,060.420 1,030,210.00 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 6,645,100.00 -107.250 -117,975.00 6,041.000 6,645,100.00 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 492,000.00 647.850 518,280.00 F) (TYPE N) 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,630.0000 731,870.00 441.780 720,101.40 (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 542,500.00 295.535 458,079.25 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 1,063.750 106,375.00 55 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 70.0000 60,830.00 869.000 60,830.00 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 17.000 306,000.00 S) GIRDER (20 M - 25 M) PROGRAM CAS145 PAGE 7 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 09:06 AM ESTIMATE NO. 36 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 07/20/09 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.000 59,500.00 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 2,060,450.00 220.500 54,022.50 8,073.000 1,977,885.00 SF) 65 JOINT SEAL (MR 30 MM) M 285.0000 33,630.00 32.000 9,120.00 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 0.000 0.00 S) 69 BAR REINFORCING STEEL KG 2.8000 180,910.80 64,611.000 180,910.80 SF) 70 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 2,296,350.00 1,082,565.000 2,273,386.50 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 8,010.000 80,100.00 117,250.000 1,172,500.00 F) 77 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 126,960.00 18,540.000 18,540.00 117,250.000 117,250.00 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 71.600 386,640.00 S) CONCRETE PILE (SIGN FOUNDATION) 80 METAL (ROADSIDE SIGN) KG 18.0000 49,320.00 808.000 14,544.00 F) 81 ROADSIDE SIGN - ONE POST EA 375.0000 5,250.00 8.000 3,000.00 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 5.000 550.00 METHOD) 84 INSTALL SIGN OVERLAY M2 750.0000 5,250.00 3.000 2,250.00 PROGRAM CAS145 PAGE 8 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 09:06 AM ESTIMATE NO. 36 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 07/20/09 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 400.00 EXISTING POST 87 INSTALL SELF ADHESIVE SIGN PANEL EA 950.0000 2,850.00 3.000 2,850.00 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 0.900 29,700.00 S) 90 300 MM ALTERNATIVE PIPE CULVERT M 330.0000 49,500.00 64.700 21,351.00 91 450 MM ALTERNATIVE PIPE CULVERT M 350.0000 1,435,000.00 3,815.280 1,335,348.00 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 2,094.200 293,188.00 PIPE UNDERDRAIN 00 80 MM PLASTIC PIPE (EDGE DRAIN) M 85.0000 137,700.00 932.700 79,279.50 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 27.100 8,130.00 (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 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 11 300 MM REINFORCED CONCRETE PIPE RISER M 225.0000 2,925.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 09:06 AM ESTIMATE NO. 36 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 07/20/09 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 30,250.00 114.630 31,523.25 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 102,600.00 123.100 110,790.00 F) 17 ROCK SLOPE PROTECTION FABRIC M2 5.0000 600.00 12.200 61.00 18 MINOR CONCRETE (MISCELLANEOUS M3 840.0000 529,200.00 278.980 234,343.20 CONSTRUCTION) 19 MINOR CONCRETE (GUTTER) M 115.0000 108,100.00 947.320 108,941.80 F) 20 MISCELLANEOUS IRON AND STEEL KG 5.0000 130,695.00 16,415.000 82,075.00 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 2,220.000 22,200.00 SF) 24 CHAIN LINK FENCE (TYPE CL-1.2) M 80.0000 36,160.00 814.410 65,152.80 SF) 25 CHAIN LINK FENCE (TYPE CL-1.8) M 135.0000 7,830.00 845.300 114,115.50 S) 26 1.8 M METAL GATE EA 5,000.0000 5,000.00 1.000 5,000.00 8.000 40,000.00 S) 27 1.8 METAL FENCE M 5,000.0000 15,000.00 3.000 15,000.00 3.000 15,000.00 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 120,900.00 239.430 31,125.90 S) 33 CHAIN LINK RAILING (TYPE 7) M 150.0000 18,300.00 123.000 18,450.00 SF) 34 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 150.0000 21,750.00 145.000 21,750.00 SF) 35 CONCRETE BARRIER (TYPE 25) M 255.0000 31,110.00 122.000 31,110.00 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 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 09:06 AM ESTIMATE NO. 36 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 07/20/09 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 1,015.870 253,967.50 F) 42 CONCRETE BARRIER (TYPE 60A MODIFIED) M 200.0000 13,200.00 42.000 8,400.00 F) 43 CONCRETE BARRIER (TYPE 60C) M 600.0000 861,000.00 1,498.890 899,334.00 F) 44 CONCRETE BARRIER (TYPE 60D) M 170.0000 52,870.00 519.920 88,386.40 F) 45 CONCRETE BARRIER (TYPE 60E) M 1,150.0000 172,500.00 133.850 153,927.50 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 58.000 13,340.00 450.000 103,500.00 F) 48 CONCRETE BARRIER (TYPE 736A) M 240.0000 78,000.00 413.000 99,120.00 F) 49 CONCRETE BARRIER (TYPE 736 MODIFIED) M 450.0000 176,400.00 46.000 20,700.00 352.000 158,400.00 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 1,330.350 598,657.50 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 10,578.050 21,156.10 S) 54 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.3000 39,947.00 6,670.700 28,684.01 S) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 12,920.00 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 24,108.180 48,216.36 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 55,908.130 44,726.50 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 5,774.000 12,991.50 S) 61 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.6000 55,664.00 7,528.000 42,156.80 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 1.000 30,000.00 S) 64 LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.610 61,000.00 S) 65 LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 0.012 8,400.00 0.953 667,100.00 S) PROGRAM CAS145 PAGE 11 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 09:06 AM ESTIMATE NO. 36 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 07/20/09 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.955 143,250.00 S) 68 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 69 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 140,000.0000 140,000.00 0.020 2,800.00 0.901 126,140.00 S) 70 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 9,000.0000 9,000.00 0.950 8,550.00 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 0.856 68,480.00 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 0.010 800.00 0.917 73,360.00 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 0.010 2,000.00 0.944 188,800.00 S) 77 TRAFFIC OPERATIONS SYSTEM (LOCATION 11) LS 120,000.0000 120,000.00 0.167 20,040.00 0.878 105,360.00 S) 78 TRAFFIC OPERATIONS SYSTEM (LOCATION 12) LS 70,000.0000 70,000.00 0.902 63,140.00 S) 79 TRAFFIC OPERATIONS SYSTEM (LOCATION 13) LS 20,000.0000 20,000.00 0.243 4,860.00 0.464 9,280.00 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 0.933 46,650.00 S) 82 TRAFFIC OPERATIONS SYSTEM (LOCATION 16) LS 100,000.0000 100,000.00 0.031 3,100.00 0.858 85,800.00 S) 83 TRAFFIC OPERATIONS SYSTEM (LOCATION 17) LS 50,000.0000 50,000.00 0.380 19,000.00 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 2.000 16,000.00 S) 87 VIDEO ENCODER UNIT (VEU) EA 35,000.0000 70,000.00 2.000 70,000.00 S) 88 INTEGRATED SERVICES DIGITAL NETWORK EA 1,800.0000 3,600.00 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 1,954.400 64,495.20 PROGRAM CAS145 PAGE 12 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 09:06 AM ESTIMATE NO. 36 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 07/20/09 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,488,635.02 78,711,238.06 ADJUSTMENT OF COMPENSATION 43,073.31 2,767,868.40 EXTRA WORK 96,640.55 4,973,541.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,628,348.88 86,452,647.56 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 1,628,348.88 94,992,647.56 MATERIALS ON HAND ON SITE 137,568.03 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -83,400.00 TOTAL 1,633,348.88 95,046,815.59 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE PREVENTION PLAN 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 03/05/10 624 82 70 0 95% 80% PROGRESS IS SATISFACTORY PATEL BHARAT RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 07/21/09