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 10/23/09 EST. NO.21 TIME 03:31 PM R.E. NAME: TANVIR, RIZWAN 03-3864U4 --------------------------------------------------------------------------- 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 0055 1,219.95 E.W. @ F.A.(+) 062209 N LOI001 0057 234.96 081709 N LOI003 0058 223.18 032309 N 0331.0 0059 333.40 041509 N 0350.0 0060 333.06 061909 N 0475.0 0061 891.29 081809 N 0545.0 002 0014 200.00 E.W. @ F.A.(+) 113008 N 0284.0 0015 200.00 013109 N 0323.0 0016 200.00 022809 N 0327.0 0017 1,167.80 061909 N 0458.0 0018 202.13 061909 N 0459.0 0019 200.00 073109 N 0533.0 0020 200.00 063009 N 0534.0 003 0012 600.00 E.W. @ F.A.(+) 072709 N 0531.0 0013 600.00 072709 N 0532.0 0014 600.00 072709 N 0535.0 005 0053 1,864.50 E.W. @ F.A.(+) 031809 N 0328.0 0054 1,598.14 031909 N 0329.0 0055 2,130.86 032309 N 0330.0 0056 1,144.64 052809 N 0431.0 0058 966.20 060909 N 0437.0 0059 966.20 061009 N 0440.0 0060 966.20 061109 N 0442.0 0062 669.54 062409 N 0460.0 0063 1,813.38 083109 N 0537.0 0064 2,072.44 090109 N 0538.0 0065 1,703.35 082109 N 0576.0 0066 1,085.57 052809 N 0584.0 0067 1,085.57 060909 N 0585.0 0068 1,085.57 061009 N 0586.0 0069 1,085.57 061109 N 0587.0 0070 339.24 061209 N 0588.0 0071 814.18 062409 N 0590.0 0073 1,085.57 090109 N 0592.0 0074 271.39 090309 N 0593.0 011 0004 87.29 E.W. @ F.A.(+) 062609 N 0470.0 014 0034 5,271.81 E.W. @ F.A.(+) 051309 N 0438.0 0035 938.91 072009 N 0493.0 0036 11,224.48 072109 N 0494.0 0037 2,410.46 072209 N 0495.0 0038 1,328.91 071709 N 0496.0 0041 3,092.27 081409 N 0574.0 0042 6,459.62 081709 N 0575.0 028 0007 869.00 E.W. @ F.A.(+) 101708 N 0240.0 0008 3,994.96 102208 N 0241.0 0009 4,574.00 102308 N 0242.0 0010 347.60 102408 N 0243.0 0011 347.60 102708 N 0244.0 0012 695.20 102808 N 0245.0 038 0004 625.32 E.W. @ F.A.(+) 092109 N 0567.0 062 0053 542.78 E.W. @ F.A.(+) 061509 N 0589.0 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 10/23/09 EST. NO.21 TIME 03:31 PM R.E. NAME: TANVIR, RIZWAN 03-3864U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 063 0002 4,197.13 E.W. @ F.A.(+) 051509 N 0463.0 77,161.22 TOTAL THIS ESTIMATE 423,737.61 TOTAL PREVIOUS ESTIMATE 500,898.83 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 10/23/09 EST. NO.21 TIME 03:31 PM R.E. NAME: TANVIR, RIZWAN 03-3864U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BASELINE SCHEDULE -11,454.00 01 BASE LINE SCHEDULE 11,454.00 06 CONCRETE FINISH -25,000.00 08 CPM SCHEDULE -290,000.00 08 COMPRESSIVE STRENGTH -3,462.00 09 CONCRETE FINISH #90 20,000.00 09 CPM SCHEDULE 11/08 -120,000.00 09 CPM SCHEDULE 11/08 120,000.00 10 CPM SCHEDULE 10/08 290,000.00 10 SWPPP VIOLATION 3/09 -13,885.00 13 BID ITEM 55 5/09 -21,611.44 15 BID ITEM 64 5/09 -14,400.00 15 BID ITEM 68 5/09 -240.13 15 BIT ITEM 69 5/09 -480.25 15 SWPPP VILATION RETN 13,885.00 15 ITEM #80-PIER2 6/09 -1,336.00 16 ITEM #80-PIER4 6/09 -400.00 16 ITEM #80-PIER5 6/09 -240.13 16 ITEM #80-PIER7 6/09 -1,056.15 16 ITEM #90-WEIGH MSTR -1,000.00 16 BID ITEM #90 1,000.00 17 BID ITEM #55 21,611.44 17 BID ITEM #68 240.13 17 BID ITEM #59 480.25 17 0.00 -25,894.28 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA1391 -10,000.00 19 RECEIVED FHWA 1391 10,000.00 20 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 5/08 -10,000.00 03 PER LTR DATED 7/08 -10,000.00 05 PER LTR DATED 8/08 -10,000.00 06 PER LTR DATED 9/08 -10,000.00 07 PER LTR DATED 10/08 -10,000.00 08 RET 5/8,6/8,7/8 DED 30,000.00 08 PER LTR DATED 11/08 -10,000.00 09 RETURN 9/08 DEDUCT 10,000.00 09 PER LTR DATED 12/08 -10,000.00 10 PER LTR DATED 1/09 -10,000.00 11 PER LTR DATED 2/09 -6,000.00 12 PER LTR DATED 3/09 -10,000.00 13 PER LTR DATED 4/09 -5,000.00 14 PER LTR DATED 5/09 -10,000.00 15 RETURN 2/09 DEDUCT 6,000.00 15 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 10/23/09 EST. NO.21 TIME 03:31 PM R.E. NAME: TANVIR, RIZWAN 03-3864U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 7/09 -10,000.00 17 PER LTR DATED 8/09 -10,000.00 19 RETURN 1/09 DEDUCT 10,000.00 19 RETURN 4/09 DEDUCT 5,000.00 19 PER LTR DATED 9/09 -10,000.00 20 RETURN 10/08 DEDUCT 10,000.00 20 RETURN 11/08 DEDUCT 10,000.00 20 RETURN 7/08 DEDUCT 10,000.00 20 PER LTR DATED 10/09 -10,000.00 21 RETURN 3/08 DEDUCT 10,000.00 21 0.00 -50,000.00 TOTAL DEDUCTIONS 0.00 -75,894.28 PROGRAM CAS145 PAGE 1 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 03:31 PM ESTIMATE NO. 21 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/23/09 LOCATION RERUN PROGRESS ESTIMATE 03-SUT-70-0.2/8.3 ----------------------- DE SILVA GATES CONSTRUCTION IN SUTTER AND YUBA COUNTIES P O BOX 2909 NEAR NICOLAUS FROM 70/99 SEPARATION DUBLIN CA 94568 TO 1.0 KM NORTH OF FEATHER RIVER BOULEVARD FED. AID NO. ACNH-P070(94)E WIDEN AND REALIGN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 4,300.0000 3,289,500.00 21.000 90,300.00 311.000 1,337,300.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 51,700.00 113.920 1,139.20 4,512.230 45,122.30 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.011 22.00 0.662 1,324.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.022 6,600.00 0.673 201,900.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 20,000.00 0.147 588.00 3.570 14,280.00 07 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.002 40.00 0.494 9,880.00 S) 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.027 4,050.00 0.406 60,900.00 S) 09 TYPE III BARRICADE EA 60.0000 31,200.00 366.000 21,960.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 10.0000 8,800.00 528.270 5,282.70 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 43,900.00 3,157.500 15,787.50 S) 12 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 1,800.00 12.240 1,224.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 66,800.00 63,655.140 25,462.06 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 540.000 18,900.00 S) 15 TRAFFIC PLASTIC DRUM EA 80.0000 2,480.00 70.000 5,600.00 16 FLASHING BEACON (PORTABLE) EA 7,500.0000 15,000.00 0.425 3,187.50 S) 17 TEMPORARY PAVEMENT MARKER EA 4.0000 48,000.00 6,845.000 27,380.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.027 675.00 0.406 10,150.00 S) 19 TEMPORARY RAILING (TYPE K) M 30.0000 90,900.00 309.540 9,286.20 1,742.950 52,288.50 S) 20 TEMPORARY CRASH CUSHION MODULE EA 1,000.0000 14,000.00 11.000 11,000.00 S) 21 ABANDON CULVERT EA 1,000.0000 14,000.00 10.000 10,000.00 22 REMOVE FENCE M 6.0000 46,020.00 5,446.640 32,679.84 S) PROGRAM CAS145 PAGE 2 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 03:31 PM ESTIMATE NO. 21 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE GATE EA 1,000.0000 5,000.00 1.000 1,000.00 24 REMOVE METAL BEAM GUARD RAILING M 25.0000 9,500.00 50.500 1,262.50 25 REMOVE FLARED END SECTION EA 300.0000 7,500.00 5.000 1,500.00 23.000 6,900.00 26 REMOVE YELLOW TRAFFIC STRIPE M 10.0000 17,900.00 2,494.200 24,942.00 S) 27 REMOVE TRAFFIC STRIPE M 2.0000 1,040.00 2,376.500 4,753.00 S) 28 REMOVE PAVEMENT MARKING M2 10.0000 90.00 67.820 678.20 S) 29 REMOVE ROADSIDE SIGN EA 50.0000 3,500.00 44.000 2,200.00 30 REMOVE ROADSIDE SIGN PANEL EA 50.0000 100.00 0.000 0.00 31 REMOVE CULVERT M 70.0000 46,900.00 207.200 14,504.00 573.700 40,159.00 32 REMOVE PIPE M 100.0000 12,000.00 15.800 1,580.00 54.000 5,400.00 33 REMOVE INLET EA 500.0000 1,500.00 1.000 500.00 2.000 1,000.00 34 REMOVE HEADWALL EA 500.0000 2,000.00 3.000 1,500.00 35 REMOVE BASE AND SURFACING M3 4.0000 92,000.00 9,618.600 38,474.40 23,000.600 92,002.40 36 RECONSTRUCT MAILBOX EA 150.0000 2,700.00 13.000 1,950.00 17.000 2,550.00 37 RELOCATE GATE EA 1,000.0000 2,000.00 0.600 600.00 38 RELOCATE ROADSIDE SIGN EA 100.0000 7,100.00 18.500 1,850.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 64,350.00 9,864.430 14,796.65 32,051.052 48,076.58 S) 40 REMOVE CONCRETE M3 65.0000 9,100.00 329.032 21,387.08 41 REMOVE CONCRETE (CHANNEL) M 30.0000 3,600.00 120.000 3,600.00 42 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.800 80,000.00 43 CLEARING AND GRUBBING LS 645,000.0000 645,000.00 0.923 595,335.00 44 REMOVE TREE STUMP EA 200.0000 166,000.00 1,338.000 267,600.00 45 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.800 16,000.00 46 ROADWAY EXCAVATION M3 7.0000 1,918,700.00 12,189.940 85,329.58 246,817.940 1,727,725.58 47 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 71,300.00 120.760 6,038.00 1,361.000 68,050.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 79,000.00 12.000 1,200.00 565.404 56,540.40 F) PROGRAM CAS145 PAGE 3 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 03:31 PM ESTIMATE NO. 21 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PERVIOUS BACKFILL MATERIAL M3 100.0000 7,200.00 53.500 5,350.00 F) 51 SAND BACKFILL M3 60.0000 2,880.00 0.000 0.00 52 CONCRETE BACKFILL M3 200.0000 26,000.00 88.280 17,656.00 145.010 29,002.00 53 DITCH EXCAVATION M3 7.0000 140,700.00 20,086.050 140,602.35 54 CONTOUR GRADING M2 0.2500 52,500.00 57,439.000 14,359.75 210,000.000 52,500.00 55 IMPORTED BORROW M3 20.0000 15,400,000.00 16,230.540 324,610.80 907,681.820 18,153,636.40 56 IMPORTED MATERIAL (SHOULDER BACKING) TONN 20.0000 338,000.00 3,171.090 63,421.80 8,901.250 178,025.00 57 WEED CONTROL MAT M2 70.0000 95,900.00 510.360 35,725.20 S) 58 STRAW (EROSION CONTROL) TONN 650.0000 143,000.00 196.098 127,463.70 S) 59 FIBER (EROSION CONTROL) KG 0.5000 21,100.00 9,000.000 4,500.00 41,347.470 20,673.74 S) 60 COMPOST (EROSION CONTROL) M3 200.0000 98,000.00 108.000 21,600.00 453.394 90,678.80 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 9,600.00 1.000 400.00 5.000 2,000.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 413,400.00 792.000 102,960.00 3,600.321 468,041.73 S) 63 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 42,800.00 10,800.000 10,800.00 47,241.070 47,241.07 S) 64 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 16,050.00 2,700.000 4,050.00 13,786.388 20,679.58 S) 65 HEADER BOARD M 65.0000 6,500.00 0.000 0.00 S) 66 200 MM CORRUGATED HIGH DENSITY M 130.0000 9,360.00 72.000 9,360.00 S) POLYETHYLENE PIPE CONDUIT 67 300 MM CORRUGATED HIGH DENSITY M 140.0000 7,000.00 50.000 7,000.00 S) POLYETHYLENE PIPE CONDUIT 68 CLASS 2 AGGREGATE SUBBASE M3 15.0000 3,225,000.00 26,022.010 390,330.15 208,629.258 3,129,438.87 69 CLASS 2 AGGREGATE BASE M3 30.0000 4,830,000.00 14,164.770 424,943.10 155,937.170 4,678,115.10 70 TEXTURED PAVING M2 40.0000 90,800.00 1,703.000 68,120.00 71 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 1,246,000.00 3,205.430 224,380.10 72 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 60.0000 8,940,000.00 117,769.010 7,066,140.60 MAXIMUM GRADING) 73 ASPHALT CONCRETE (TYPE A, 19-MM TONN 60.0000 5,526,000.00 8.160 489.60 72,875.470 4,372,528.20 MAXIMUM GRADING) 74 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 82,050.00 45.900 688.50 1,355.490 20,332.35 AREA) 75 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 880.00 115.000 460.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 13,680.00 1,357.000 5,428.00 PROGRAM CAS145 PAGE 4 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 03:31 PM ESTIMATE NO. 21 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 760.00 115.000 460.00 78 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,800.0000 90,000.00 75.300 135,540.00 174.030 313,254.00 79 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,500.0000 602,000.00 171.780 601,230.00 S) PILING 80 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 600,000.00 136.900 547,600.00 S) PILING (ROCK SOCKET) 81 FURNISH PILING (CLASS 900) M 200.0000 159,200.00 793.753 158,750.60 (ALTERNATIVE W) 82 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,000.0000 72,000.00 36.000 72,000.00 S) 83 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 84 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 85 2.4 M PERMANENT STEEL CASING M 10,000.0000 1,720,000.00 171.780 1,717,800.00 S) 86 FURNISH CAST-IN-STEEL SHELL CONCRETE M 550.0000 362,450.00 658.830 362,356.50 PILING (760 MM) 87 DRIVE CAST-IN-STEEL CONCRETE PILE EA 15,000.0000 345,000.00 23.000 345,000.00 S) (760 MM) 88 PRESTRESSING CAST-IN-PLACE CONCRETE LS 300,000.0000 300,000.00 0.820 246,000.00 S) 89 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 180,600.00 18.620 11,172.00 283.520 170,112.00 F) 90 STRUCTURAL CONCRETE, BRIDGE M3 905.0000 6,513,285.00 146.900 132,944.50 6,013.675 5,442,375.88 F) 91 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 876,000.00 38.370 57,555.00 511.915 767,872.50 F) 92 FRACTURED RIB TEXTURE M2 300.0000 14,100.00 30.500 9,150.00 F) 93 DRILL AND BOND DOWEL M 100.0000 1,300.00 4.500 450.00 94 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 25.0000 6,900.00 0.000 0.00 95 REFINISH BRIDGE DECK M2 100.0000 29,800.00 0.000 0.00 96 PTFE BEARING EA 3,000.0000 48,000.00 12.000 36,000.00 S) 97 JOINT SEAL ASSEMBLY (MR 100 MM) M 1,200.0000 28,800.00 24.000 28,800.00 S) 98 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,500.0000 108,000.00 24.000 108,000.00 S) 99 JOINT SEAL (MR 40 MM) M 200.0000 11,600.00 0.000 0.00 S) 00 JOINT SEAL (MR 50 MM) M 225.0000 14,850.00 15.000 3,375.00 S) 01 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 2,395,050.00 45,399.600 79,449.30 1,219,001.633 2,133,252.86 SF) 02 HEADED BAR REINFORCEMENT EA 8.0000 56,576.00 7,072.000 56,576.00 SF) 03 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 14.0000 36,736.00 0.000 0.00 F) WITH WALKWAY) PROGRAM CAS145 PAGE 5 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 03:31 PM ESTIMATE NO. 21 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 20,992.00 0.000 0.00 SF)WITH WALKWAY) 05 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 107,239.00 9,749.000 107,239.00 F) 06 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 9,749.00 9,749.000 9,749.00 SF) 07 1372 MM CAST-IN-DRILLED-HOLE M 3,000.0000 33,000.00 10.998 32,994.00 S) CONCRETE PILE (SIGN FOUNDATION) 08 ROADSIDE SIGN (BRIDGE RAIL MOUNTED) KG 20.0000 4,000.00 100.000 2,000.00 09 ROADSIDE SIGN - ONE POST EA 200.0000 34,000.00 116.000 23,200.00 10 ROADSIDE SIGN - TWO POST EA 300.0000 12,300.00 12.000 3,600.00 11 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 1,200.00 4.000 300.00 METHOD) 12 200 MM REINFORCED CONCRETE PIPE M 200.0000 7,000.00 0.000 0.00 13 300 MM REINFORCED CONCRETE PIPE M 200.0000 32,000.00 142.800 28,560.00 14 375 MM REINFORCED CONCRETE PIPE M 200.0000 30,000.00 2.400 480.00 145.200 29,040.00 15 450 MM REINFORCED CONCRETE PIPE M 200.0000 134,000.00 40.300 8,060.00 572.500 114,500.00 16 525 MM REINFORCED CONCRETE PIPE M 200.0000 26,000.00 127.500 25,500.00 17 600 MM REINFORCED CONCRETE PIPE M 200.0000 182,000.00 203.900 40,780.00 729.400 145,880.00 18 750 MM REINFORCED CONCRETE PIPE M 250.0000 75,000.00 25.500 6,375.00 260.500 65,125.00 19 900 MM REINFORCED CONCRETE PIPE M 300.0000 147,000.00 2.300 690.00 357.290 107,187.00 20 1050 MM REINFORCED CONCRETE PIPE M 300.0000 87,000.00 317.700 95,310.00 21 1200 MM REINFORCED CONCRETE PIPE M 350.0000 80,500.00 226.950 79,432.50 22 300 MM REINFORCED CONCRETE PIPE M 225.0000 40,500.00 249.800 56,205.00 (CLASS IV) 23 600 MM CORRUGATED STEEL PIPE M 225.0000 15,750.00 165.800 37,305.00 (2.77 MM THICK) 24 750 MM CORRUGATED STEEL PIPE M 300.0000 4,200.00 0.000 0.00 (2.77 MM THICK) 25 900 MM CORRUGATED STEEL PIPE M 325.0000 45,500.00 167.100 54,307.50 (2.77 MM THICK) 26 450 MM X 280 MM CORRUGATED STEEL M 300.0000 7,800.00 26.200 7,860.00 PIPE ARCH 27 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 13,200.00 23.500 4,700.00 28 ENTRANCE TAPER EA 500.0000 9,500.00 0.000 0.00 29 300 MM STEEL FLARED END SECTION EA 300.0000 3,300.00 6.000 1,800.00 30 600 MM STEEL FLARED END SECTION EA 400.0000 800.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 03:31 PM ESTIMATE NO. 21 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 750 MM STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0.00 32 900 MM STEEL FLARED END SECTION EA 750.0000 1,500.00 2.000 1,500.00 33 200 MM CONCRETE FLARED END SECTION EA 500.0000 1,500.00 0.000 0.00 34 300 MM CONCRETE FLARED END SECTION EA 600.0000 31,800.00 60.000 36,000.00 35 375 MM CONCRETE FLARED END SECTION EA 600.0000 3,000.00 4.000 2,400.00 36 450 MM CONCRETE FLARED END SECTION EA 600.0000 23,400.00 3.000 1,800.00 32.000 19,200.00 37 525 MM CONCRETE FLARED END SECTION EA 700.0000 2,800.00 4.000 2,800.00 38 600 MM CONCRETE FLARED END SECTION EA 700.0000 25,900.00 7.000 4,900.00 32.000 22,400.00 39 750 MM CONCRETE FLARED END SECTION EA 1,000.0000 11,000.00 1.000 1,000.00 4.000 4,000.00 40 900 MM CONCRETE FLARED END SECTION EA 1,500.0000 22,500.00 12.000 18,000.00 41 1050 MM CONCRETE FLARED END SECTION EA 2,000.0000 20,000.00 8.000 16,000.00 42 1200 MM CONCRETE FLARED END SECTION EA 2,000.0000 4,000.00 2.000 4,000.00 43 450 MM X 280 MM CORRUGATED STEEL PIPE EA 600.0000 3,600.00 6.000 3,600.00 ARCH FLARED END SECTION 44 375 MM AUTOMATIC DRAINAGE GATE EA 900.0000 9,000.00 5.000 4,500.00 13.000 11,700.00 45 450 MM AUT0MATIC DRAINAGE GATE EA 1,500.0000 6,000.00 3.000 4,500.00 46 600 MM AUTOMATIC DRAINAGE GATE EA 1,800.0000 9,000.00 2.000 3,600.00 3.000 5,400.00 47 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 13,200.00 57.050 11,410.00 48 ROCK SLOPE PROTECTION M3 200.0000 76,000.00 3.600 720.00 167.400 33,480.00 (FACING, METHOD B) 49 ROCK SLOPE PROTECTION FABRIC M2 5.0000 3,300.00 11.400 57.00 414.700 2,073.50 50 MINOR CONCRETE (MISCELLANEOUS M3 750.0000 33,000.00 16.430 12,322.50 CONSTRUCTION) 51 MINOR CONCRETE (GUTTER DEPRESSION) M3 1,000.0000 3,600.00 0.000 0.00 52 MISCELLANEOUS IRON AND STEEL KG 4.0000 27,484.00 432.000 1,728.00 2,700.000 10,800.00 SF) 53 MISCELLANEOUS METAL KG 7.0000 26,880.00 3,840.000 26,880.00 SF)(RESTRAINER - PIPE TYPE) 54 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 110,000.00 9,000.000 99,000.00 SF) 55 FENCE (TYPE WM, METAL POST) M 15.0000 210,000.00 4,291.000 64,365.00 8,899.000 133,485.00 S) 56 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 318,150.00 9,315.000 326,025.00 S) 57 CABLE FENCE M 125.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 03:31 PM ESTIMATE NO. 21 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER DELINEATOR (400 MM) EA 75.0000 150.00 0.000 0.00 59 DELINEATOR (CLASS 1) EA 35.0000 17,150.00 197.000 6,895.00 60 MARKER (CULVERT) EA 35.0000 1,785.00 1.000 35.00 61 HIGHWAY POST MARKER EA 35.0000 805.00 1.000 35.00 62 OBJECT MARKER (TYPE K-1) EA 40.0000 80.00 2.000 80.00 63 OBJECT MARKER (TYPE L-1) EA 35.0000 490.00 2.000 70.00 64 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 30,000.00 220.830 16,562.25 S) 65 CHAIN LINK RAILING (TYPE 7) M 200.0000 97,800.00 186.000 37,200.00 SF) 66 CONCRETE BARRIER (TYPE 25) M 150.0000 217,950.00 929.100 139,365.00 F) 67 CONCRETE BARRIER (TYPE 25 MODIFIED) M 250.0000 179,750.00 93.000 23,250.00 F) 68 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 98,000.00 93.000 37,200.00 F) 69 DOUBLE METAL BEAM GUARD RAILING M 100.0000 26,000.00 110.480 11,048.00 S) (WOOD POST) 70 TRANSITION RAILING (TYPE WB) EA 3,000.0000 45,000.00 5.000 15,000.00 S) 71 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 5,500.00 6.000 3,000.00 S) 72 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 9,000.00 0.000 0.00 S) 73 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 32,500.00 4.000 10,000.00 S) 74 CRASH CUSHION (TYPE CAT) EA 5,000.0000 40,000.00 3.000 15,000.00 S) 75 CRASH CUSHION (TYPE CAT) BACKUP EA 600.0000 4,800.00 3.000 1,800.00 S) 76 THERMOPLASTIC PAVEMENT MARKING M2 80.0000 63,200.00 107.830 8,626.40 S) 77 THERMOPLASTIC TRAFFIC STRIPE M 0.8000 73,760.00 25,162.000 20,129.60 S) (SPRAYABLE) 78 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 33,300.00 9,833.000 14,749.50 S) 79 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 14,460.00 1,342.000 2,684.00 S) 80 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 68.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 81 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 36,700.00 6,840.000 6,840.00 S) (BROKEN 10.98 M - 3.66 M) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,750.00 159.467 159.47 S) (BROKEN 5.18 M - 2.14 M) 83 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 36,680.00 3,180.000 12,720.00 S) 84 SIGNAL AND LIGHTING (DEMOLITION) LS 10,000.0000 10,000.00 0.714 7,140.00 S) PROGRAM CAS145 PAGE 8 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 03:31 PM ESTIMATE NO. 21 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 0.120 24,000.00 0.339 67,800.00 S) 86 LIGHTING LS 200,000.0000 200,000.00 0.149 29,800.00 0.870 174,000.00 S) 87 LIGHTING AND SIGN ILLUMINATION LS 330,000.0000 330,000.00 0.001 330.00 0.851 280,830.00 S) 88 EMERGENCY VEHICLE DETECTOR SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) 89 TRAFFIC MONITORING STATION (COUNT) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 90 AUTOMATIC VEHICLE CLASSIFICATION SYSTEM LS 25,000.0000 25,000.00 0.516 12,900.00 S) 91 TEMPORARY LIGHTING SYSTEM LS 200,000.0000 200,000.00 0.484 96,800.00 S) (STAGE 1, 2, 3, 4) 92 MODIFY LIGHTING LS 50,000.0000 50,000.00 0.209 10,450.00 0.560 28,000.00 S) 93 TEMPORARY SIGNAL SYSTEM (STAGE 3) LS 50,000.0000 50,000.00 0.700 35,000.00 S) 94 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 95 GIANT GARTER SNAKE BIOLOGICAL MONITOR WDAY 120.0000 91,800.00 21.000 2,520.00 311.000 37,320.00 S) 96 MIGRATORY BIRD AND BAT PROTECTION LS 10,000.0000 10,000.00 0.027 270.00 0.406 4,060.00 S) 97 FURNISH PILING (CLASS 400) M 150.0000 14,400.00 96.000 14,400.00 (ALTERNATIVE W) 98 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 7,000.0000 42,000.00 6.000 42,000.00 S) 99 300 MM CORRUGATED STEEL PIPE M 230.0000 10,580.00 9.600 2,208.00 (2.01 MM THICK) 00 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 01 FURNISH PILING (CLASS 625) M 160.0000 509,280.00 259.720 41,555.20 2,895.740 463,318.40 S) (ALTERNATIVE W) 02 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,000.0000 360,000.00 13.000 26,000.00 166.000 332,000.00 S) PROGRAM CAS145 PAGE 9 DATE 10/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 03:31 PM ESTIMATE NO. 21 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 10/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,350,023.73 60,905,803.89 ADJUSTMENT OF COMPENSATION 0.00 -221,367.61 EXTRA WORK 77,161.22 722,266.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,427,184.95 61,406,702.72 03 MOBILIZATION LS 7555,000.0000 7,555,000.00 1.000 7,555,000.00 ORIGINAL CONTRACT AMOUNT 75,847,919.00 TOTAL WORK COMPLETED 2,427,184.95 68,961,702.72 MATERIALS ON HAND ON SITE 179,180.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -75,894.28 TOTAL 2,427,184.95 69,064,988.44 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 12/27/07 765 02/20/08 02/20/08 03/15/11 311 107 0 0 86% 41% PROGRESS IS SATISFACTORY TANVIR, RIZWAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/09