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 08/21/08 EST. NO.25 TIME 10:06 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 0621 396.00 E.W. @ F.A.(+) 081407 Y 1504.0 0699 3,853.25 041708 N 1975.0 0724 500.85 052108 Y 2045.0 0767 477.93 031008 Y 1795.0 0768 519.06 050108 Y 1979.0 0769 240.14 052108 Y 2047.0 0770 383.62 070108 Y 2255.0 0771 201.81 060308 Y 2258.0 0772 383.62 070708 Y 2259.0 0773 740.65 061108 N 2260.0 0774 2,524.83 062008 N 2261.0 0775 494.59 070808 Y 2266.0 0776 671.28 070208 Y 2269.0 0777 354.31 070308 Y 2273.0 0778 2,532.99 070708 Y 2276.0 0779 1,011.22 070908 Y 2278.0 0780 671.28 070908 Y 2279.0 0781 671.28 071008 Y 2287.0 0783 145.40 071608 Y 2299.0 0784 429.78 071608 Y 2300.0 0785 270.22 071508 Y 2301.0 0786 429.78 071508 Y 2302.0 0787 3,643.96 071608 Y 2303.0 0788 700.51 071708 Y 2304.0 0789 650.97 071408 Y 2306.0 0790 429.78 072108 Y 2325.0 0791 61.94 071708 Y 2330.0 0792 429.78 071808 Y 2331.0 0793 101.78 071808 Y 2332.0 0794 397.86 072208 Y 2337.0 0795 399.28 072408 Y 2338.0 0796 457.44 072308 Y 2339.0 0797 251.70 072508 Y 2340.0 0798 116.32 072808 Y 2356.0 0799 346.95 072808 Y 2358.0 0800 252.46 072808 Y 2359.0 0801 353.47 072908 Y 2362.0 019 0008 21,261.20 E.W. @ L.S.(+) 071808 N 2 0 021 0060 3,551.86 E.W. @ F.A.(+) 111007 Y 1269.1 0061 1,001.14 100807 N 1630.0 0062 55.49 111207 Y 2427.0 024 0064 1,347.50 E.W. @ F.A.(+) 073107 Y 0970.1 026 0023 3,310.48 E.W. @ F.A.(+) 092107 Y 1205.2 0034 407.70 092107 Y 1205.4 0035 3,346.66 031108 Y 1758.2 0036 3,906.29 031208 Y 1765.2 028 0015 673.06 E.W. @ F.A.(+) 080408 Y 2411.0 029 0015-1 -3,346.67 E.W. @ F.A.(+) 031108 Y 1758.2 DAO CORRECTING ENTRY 0016-1 -3,906.31 031208 Y 1765.2 DAO CORRECTING ENTRY 0017 1,840.65 110207 Y 1258.1 036 0013 118.14 E.W. @ F.A.(+) 041907 Y 0449.0 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 08/21/08 EST. NO.25 TIME 10:06 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 --------------------------------------------------------------------------- 0014 118.14 042007 Y 0450.0 0035 722.70 042307 Y 0392.0 0038 13,118.47 042707 Y 0413.0 0069 7,313.10 111907 Y 1280.1 0071 3,917.46 112607 Y 1290.1 0072 7,541.05 112007 Y 1369.0 0073 2,201.38 091807 Y 1073.1 0074 1,742.15 112107 Y 1284.2 0075 4,145.26 112607 Y 1290.2 0076 1,279.94 112807 Y 1349.1 0077 488.38 112007 Y 1369.1 0078 4,366.93 112707 Y 1291.1 0079 2,343.00 110907 Y 1761.0 0080 149.77 111607 Y 1277.1 0081 5,051.86 111907 Y 1280.2 0082 149.77 112107 Y 1284.3 0083 879.99 112607 Y 1290.3 0084 879.99 112707 Y 1291.2 0085 149.77 112807 Y 1349.2 0086 149.77 112007 Y 1369.2 0087 1,322.09 091807 Y 1073.2 049 0001 6,317.82 A.C. @ F.A.(+) 071007 Y 0728.0 0002 1,645.30 082707 Y 0931.0 060 0076 220.00 A.C. @ F.A.(+) 091907 Y 1079.1 068 0004 2,063.43 A.C. @ F.A.(+) 110707 N 2403 0 0005 7,986.80 110807 N 2404 0 0006 14,030.66 110907 N 2405 0 073 0001 1,133.57 E.W. @ F.A.(+) 112707 Y 2156.0 079 0007 15,215.07 E.W. @ F.A.(+) 120407 Y 1307.0 0008 19,308.36 120507 Y 1308.0 0009 18,043.53 120707 Y 1317.0 0012 61.01 122007 Y 1392.1 0013 1,230.64 021308 Y 1576.0 0014 204.14 021208 Y 1577.0 0015 834.93 021408 Y 1580.0 0016 3,495.87 021508 Y 1584.0 0017 2,315.13 021908 Y 1585.0 0018 12,882.62 120107 N LOI001 0019 8,262.79 120307 N LOI002 0020 12,674.03 120407 N LOI003 081 0007 4,074.81 E.W. @ F.A.(+) 030708 N 1766.1 0008 808.83 031008 Y 1984.0 084 0001 5,401.00 E.W. @ F.A.(+) 041408 Y 1905.0 0002 14,269.98 041108 Y 1922.0 0003 5,941.76 041108 Y 1923.0 0004 762.77 042508 Y 1954.0 0005 9,809.93 042808 Y 1956.0 0006 9,279.35 042908 Y 1966.0 0007 697.84 052908 Y 2068.0 0008 3,889.05 041508 Y 2223.0 093 0015 859.13 E.W. @ F.A.(+) 071408 Y 2328.0 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 08/21/08 EST. NO.25 TIME 10:06 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 --------------------------------------------------------------------------- 0016 922.50 072808 Y 2360.0 0018 1,332.76 051908 Y 2391.0 098 0001 38,864.81 E.W. @ L.S.(+) 082008 N 0001 0 099 0001 4,779.34 A.C. @ F.A.(+) 091307 Y 1044 0 0002 4,779.34 091407 Y 1056 0 0003 5,494.22 092407 Y 1108 0 0004 4,665.17 092807 Y 1099 0 0005 943.96 101807 Y 1207 0 0006 1,443.49 091207 Y 1035 0 0007 6,549.59 091707 Y 1063 0 0008 2,348.46 050208 Y 2000 0 0009 3,895.20 091107 Y 1027 0 0010 5,418.22 091107 Y 1028 0 0011 3,372.86 091207 Y 1034 0 0012 4,232.77 091207 Y 1033 0 390,859.09 TOTAL THIS ESTIMATE 3,969,009.89 TOTAL PREVIOUS ESTIMATE 4,359,868.98 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 08/21/08 EST. NO.25 TIME 10:06 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 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PREVAILING WAGES -10,000.00 23 0.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -98,400.00 PROGRAM CAS145 PAGE 1 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 10:06 AM ESTIMATE NO. 25 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 08/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 08/21/08 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 0.710 7,100.00 02 TIME-RELATED OVERHEAD LS 3800,000.0000 3,800,000.00 0.030 114,000.00 0.690 2,622,000.00 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 0.000 0.00 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 0.710 71,000.00 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 0.670 46,900.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 82,500.00 20.500 51,250.00 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 63.750 27,093.75 13 PHOTOGRAPHIC SURVEY OF EXISTING LS 120,000.0000 120,000.00 0.050 6,000.00 0.800 96,000.00 S) FACILITIES 14 VIBRATION MONITORING LS 130,000.0000 130,000.00 0.050 6,500.00 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 0.690 207,000.00 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 29.000 1,160.00 706.000 28,240.00 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 4.500 54,000.00 18.000 216,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 30.0000 900,000.00 348.500 10,455.00 16,153.270 484,598.10 S) 22 TEMPORARY CRASH CUSHION MODULE EA 325.0000 299,000.00 28.000 9,100.00 652.000 211,900.00 S) PROGRAM CAS145 PAGE 2 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 10:06 AM ESTIMATE NO. 25 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 08/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 1,620.000 9,720.00 15,025.000 90,150.00 28 REMOVE CHAIN LINK FENCE M 15.0000 7,800.00 1,105.460 16,581.90 29 REMOVE METAL BEAM GUARD RAILING M 25.0000 43,750.00 1,642.000 41,050.00 30 REMOVE FLARED END SECTION EA 300.0000 1,800.00 3.000 900.00 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 3,291.650 46,083.10 12,409.330 173,730.62 33 REMOVE PAINTED TRAFFIC STRIPE M 3.5000 149,100.00 2,745.460 9,609.11 10,143.000 35,500.50 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 170,000.00 6,463.980 25,855.92 28,220.710 112,882.84 35 REMOVE PAVEMENT MARKER EA 2.0000 6,720.00 3,674.000 7,348.00 10,789.000 21,578.00 36 REMOVE ROADSIDE SIGN EA 50.0000 1,400.00 2.000 100.00 37 REMOVE SIGN STRUCTURE EA 4,000.0000 36,000.00 7.000 28,000.00 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 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 10:06 AM ESTIMATE NO. 25 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 08/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,443.000 5,122.65 9,724.650 34,522.51 S) 53 REMOVE CONCRETE (CURB AND GUTTER) M 18.0000 9,000.00 155.670 2,802.06 54 REMOVE CONCRETE BARRIER M 68.0000 227,800.00 1,963.820 133,539.76 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 9.000 10,800.00 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 0.630 189,000.00 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 0.600 120,000.00 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 0.650 17,160.00 76 ROADWAY EXCAVATION M3 60.5000 2,804,175.00 800.000 48,400.00 45,976.040 2,781,550.42 PROGRAM CAS145 PAGE 4 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 10:06 AM ESTIMATE NO. 25 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 08/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 572,500.00 283.270 28,327.00 4,764.110 476,411.00 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 3,585.500 537,825.00 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 4,246.000 403,370.00 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 241,250.00 104.340 13,042.50 104.340 13,042.50 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 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 5.748 3,305.10 S) 93 FIBER (EROSION CONTROL) KG 1.5000 4,815.00 919.140 1,378.71 S) 94 FIBER ROLLS M 13.2000 150,480.00 3,550.700 46,869.24 S) 95 COMPOST (EROSION CONTROL) M3 360.0000 14,040.00 11.500 4,140.00 S) 96 PURE LIVE SEED (EROSION CONTROL) KG 160.0000 86,400.00 152.320 24,371.20 S) 97 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 6,900.00 644.260 805.33 S) 98 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 4,200.00 201.180 1,207.08 S) 99 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 0.000 0.00 S) 00 MAINTAIN EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 0.000 0.00 S) 01 IRRIGATION SYSTEM LS 250,000.0000 250,000.00 0.070 17,500.00 S) 02 NPS 3 SUPPLY LINE (BRIDGE) M 485.0000 171,690.00 20.000 9,700.00 265.000 128,525.00 03 WATER METER - 50MM EA 100,000.0000 600,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 10:06 AM ESTIMATE NO. 25 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 08/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 6,000.00 0.300 36,000.00 07 CLASS 4 AGGREGATE SUBBASE M3 28.0000 604,800.00 1,237.000 34,636.00 13,246.000 370,888.00 08 AGGREGATE BASE (APPROACH SLAB) M3 450.0000 20,250.00 8.000 3,600.00 33.000 14,850.00 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 8,993.760 1,798,752.00 11 ASPHALT TREATED PERMEABLE BASE M3 285.0000 330,600.00 764.110 217,771.35 12 ASPHALT CONCRETE TONN 78.5000 4,945,500.00 1,066.230 83,699.06 28,409.060 2,230,111.21 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 3,453.000 8,632.50 17 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 2,520.00 0.000 0.00 18 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 12.0000 1,680.00 0.000 0.00 19 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 12.0000 11,400.00 0.000 0.00 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 1,360.000 476,000.00 1,552.560 543,396.00 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 0.000 0.00 25 CRACK EXISTING CONCRETE PAVEMENT M2 2.5000 50,250.00 3,453.000 8,632.50 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 1,369,200.00 635.050 95,257.50 6,360.250 954,037.50 (ALTERNATIVE "X" MODIFIED) 30 DRIVE PILE (CLASS 900) EA 1,400.0000 592,200.00 37.000 51,800.00 286.000 400,400.00 S) (ALTERNATIVE "X" MODIFIED) PROGRAM CAS145 PAGE 6 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 10:06 AM ESTIMATE NO. 25 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 08/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.300 60,000.00 0.723 144,600.00 S) 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 1,030,000.00 139.440 69,720.00 1,689.170 844,585.00 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 6,645,100.00 181.190 199,309.00 4,267.250 4,693,975.00 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 492,000.00 119.000 95,200.00 381.600 305,280.00 F) (TYPE N) 47 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,630.0000 731,870.00 4.000 6,520.00 261.000 425,430.00 (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 542,500.00 212.595 329,522.25 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 7.000 126,000.00 S) GIRDER (20 M - 25 M) PROGRAM CAS145 PAGE 7 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 10:06 AM ESTIMATE NO. 25 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 08/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 24,500.00 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 34.000 5,440.00 109.000 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 1,954.000 478,730.00 3,361.000 823,445.00 SF) 65 JOINT SEAL (MR 30 MM) M 285.0000 33,630.00 50.000 14,250.00 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 47.000 13,395.00 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 14,054.160 29,513.74 735,785.020 1,545,148.54 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 5,540.000 55,400.00 53,310.000 533,100.00 F) 77 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 126,960.00 5,540.000 5,540.00 53,310.000 53,310.00 SF) 78 1372 MM CAST-IN-DRILLED-HOLE M 5,000.0000 150,000.00 6.100 30,500.00 18.400 92,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 79 1524 MM CAST-IN-DRILLED-HOLE M 5,400.0000 453,600.00 55.400 299,160.00 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 2.000 750.00 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 0.000 0.00 METHOD) 84 INSTALL SIGN OVERLAY M2 750.0000 5,250.00 3.000 2,250.00 PROGRAM CAS145 PAGE 8 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 10:06 AM ESTIMATE NO. 25 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 08/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.000 1,800.00 75.000 11,250.00 86 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 600.00 0.000 0.00 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 0.700 23,100.00 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 2,890.830 1,011,790.50 92 600 MM ALTERNATIVE PIPE CULVERT M 600.0000 120,000.00 206.940 124,164.00 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 131,600.00 284.800 133,856.00 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 137,700.00 650.700 55,309.50 01 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 350.0000 26,250.00 0.000 0.00 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 1.000 600.00 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 0.000 0.00 11 300 MM REINFORCED CONCRETE PIPE RISER M 225.0000 2,925.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 10:06 AM ESTIMATE NO. 25 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 08/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 77.130 21,210.75 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 0.000 0.00 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 96.290 80,883.60 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 9,630.000 48,150.00 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 0.000 0.00 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 36,160.00 684.870 54,789.60 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 120,900.00 112.930 14,680.90 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 0.000 0.00 F) 37 CONCRETE BARRIER (BART-C) M 1,900.0000 13,300.00 0.000 0.00 S) 38 CABLE RAILING M 60.0000 59,880.00 934.000 56,040.00 SF) PROGRAM CAS145 PAGE 10 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 10:06 AM ESTIMATE NO. 25 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 08/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 40 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,350.0000 25,850.00 2.000 4,700.00 S) 41 CONCRETE BARRIER (TYPE 60) M 250.0000 387,250.00 -115.000 -28,750.00 226.210 56,552.50 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 64.920 11,036.40 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 313,215.00 615.600 175,446.00 1,117.000 318,345.00 F) 47 CONCRETE BARRIER (TYPE 736) M 230.0000 115,000.00 225.000 51,750.00 306.000 70,380.00 F) 48 CONCRETE BARRIER (TYPE 736A) M 240.0000 78,000.00 127.000 30,480.00 333.000 79,920.00 F) 49 CONCRETE BARRIER (TYPE 736 MODIFIED) M 450.0000 176,400.00 20.000 9,000.00 306.000 137,700.00 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 648,000.00 102.000 45,900.00 622.000 279,900.00 52 THERMOPLASTIC CROSSWALK AND M2 70.0000 6,440.00 27.840 1,948.80 27.840 1,948.80 S) PAVEMENT MARKING 53 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 66,000.00 7,468.600 14,937.20 7,468.600 14,937.20 S) 54 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.3000 39,947.00 446.950 1,921.89 3,789.610 16,295.32 S) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 12,920.00 795.430 3,181.72 1,954.650 7,818.60 S) (BROKEN 3.66 M - 0.92 M) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 48,800.00 16,211.550 32,423.10 S) (DASHED WHITE) 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,680.00 160.670 321.34 160.670 321.34 S) (BROKEN 3.66 M - 0.92 M) 58 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 42,000.00 35,112.100 28,089.68 S) 59 PAINT PAVEMENT MARKING (2-COAT) M2 56.0000 672.00 45.200 2,531.20 S) 60 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2500 23,400.00 3,988.000 8,973.00 3,988.000 8,973.00 S) 61 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.6000 55,664.00 1,532.000 8,579.20 4,643.000 26,000.80 S) 62 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.000 0.00 S) 63 SIGNAL AND LIGHTING (LOCATION 3) LS 30,000.0000 30,000.00 0.100 3,000.00 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 0.077 53,900.00 0.635 444,500.00 S) PROGRAM CAS145 PAGE 11 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 10:06 AM ESTIMATE NO. 25 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 08/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.550 2,029.50 354.500 31,905.00 SF) 67 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 0.640 96,000.00 S) 68 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.690 69,000.00 S) 69 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 140,000.0000 140,000.00 0.090 12,600.00 0.577 80,780.00 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 0.710 56,800.00 S) 72 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 80,000.0000 80,000.00 0.548 43,840.00 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 0.106 2,650.00 0.843 21,075.00 S) 76 TRAFFIC OPERATIONS SYSTEM (LOCATION 10) LS 200,000.0000 200,000.00 0.171 34,200.00 0.518 103,600.00 S) 77 TRAFFIC OPERATIONS SYSTEM (LOCATION 11) LS 120,000.0000 120,000.00 0.010 1,200.00 S) 78 TRAFFIC OPERATIONS SYSTEM (LOCATION 12) LS 70,000.0000 70,000.00 0.229 16,030.00 0.309 21,630.00 S) 79 TRAFFIC OPERATIONS SYSTEM (LOCATION 13) LS 20,000.0000 20,000.00 0.000 0.00 S) 80 TRAFFIC OPERATIONS SYSTEM (LOCATION 14) LS 150,000.0000 150,000.00 0.081 12,150.00 0.786 117,900.00 S) 81 TRAFFIC OPERATIONS SYSTEM (LOCATION 15) LS 50,000.0000 50,000.00 0.074 3,700.00 0.314 15,700.00 S) 82 TRAFFIC OPERATIONS SYSTEM (LOCATION 16) LS 100,000.0000 100,000.00 0.327 32,700.00 0.827 82,700.00 S) 83 TRAFFIC OPERATIONS SYSTEM (LOCATION 17) LS 50,000.0000 50,000.00 0.000 0.00 S) 84 CAMERA UNIT EA 9,000.0000 18,000.00 0.000 0.00 S) 85 PAN/TILT UNIT EA 8,000.0000 16,000.00 0.000 0.00 S) 86 CAMERA CONTROL UNIT (CCU) EA 8,000.0000 16,000.00 0.000 0.00 S) 87 VIDEO ENCODER UNIT (VEU) EA 35,000.0000 70,000.00 0.000 0.00 S) 88 INTEGRATED SERVICES DIGITAL NETWORK EA 1,800.0000 3,600.00 0.000 0.00 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 63,030.00 542.550 17,904.15 560.830 18,507.39 PROGRAM CAS145 PAGE 12 DATE 08/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 10:06 AM ESTIMATE NO. 25 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 08/20/08 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 08/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,738,228.38 57,578,456.42 ADJUSTMENT OF COMPENSATION 80,186.63 1,025,191.06 EXTRA WORK 310,672.46 3,334,677.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,129,087.47 61,938,325.40 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 3,129,087.47 70,478,325.40 MATERIALS ON HAND ON SITE 1,884,822.11 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -98,400.00 TOTAL 3,119,087.47 72,264,747.51 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 01/25/10 423 55 70 0 73% 55% PROGRESS IS SATISFACTORY PATEL BHARAT RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 08/21/08