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 05/26/09 EST. NO.15 TIME 11:45 AM 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 --------------------------------------------------------------------------- 005 0051 2,091.47 E.W. @ F.A.(+) 042408 N 0026.0 044 0004 6,310.77 E.W. @ F.A.(+) 112508 N 457764 054 0002 -2,384.39 A.C. @ L.S.(-) 051009 N DGC010 6,017.85 TOTAL THIS ESTIMATE 522,848.39 TOTAL PREVIOUS ESTIMATE 528,866.24 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 05/26/09 EST. NO.15 TIME 11:45 AM 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 -22,846.82 -45,193.82 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 -4,000.00 -65,000.00 TOTAL DEDUCTIONS -26,846.82 -110,193.82 PROGRAM CAS145 PAGE 1 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 11:45 AM ESTIMATE NO. 15 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 05/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/26/09 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 40.000 172,000.00 286.000 1,229,800.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 51,700.00 150.000 1,500.00 4,292.600 42,926.00 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.009 18.00 0.648 1,296.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.026 7,800.00 0.507 152,100.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 20,000.00 0.044 176.00 3.072 12,288.00 07 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.996 19,920.00 S) 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 -0.135 -20,250.00 0.374 56,100.00 S) 09 TYPE III BARRICADE EA 60.0000 31,200.00 153.000 9,180.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 10.0000 8,800.00 23.940 239.40 24.840 248.40 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 43,900.00 0.000 0.00 S) 12 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 1,800.00 0.000 0.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 66,800.00 4,506.000 1,802.40 7,161.140 2,864.46 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 144.000 5,040.00 163.000 5,705.00 S) 15 TRAFFIC PLASTIC DRUM EA 80.0000 2,480.00 0.000 0.00 16 FLASHING BEACON (PORTABLE) EA 7,500.0000 15,000.00 0.000 0.00 S) 17 TEMPORARY PAVEMENT MARKER EA 4.0000 48,000.00 498.000 1,992.00 748.000 2,992.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.024 600.00 0.375 9,375.00 S) 19 TEMPORARY RAILING (TYPE K) M 30.0000 90,900.00 219.530 6,585.90 375.410 11,262.30 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 7.000 7,000.00 22 REMOVE FENCE M 6.0000 46,020.00 5,446.640 32,679.84 S) PROGRAM CAS145 PAGE 2 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 11:45 AM ESTIMATE NO. 15 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 05/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 1,200.00 26 REMOVE YELLOW TRAFFIC STRIPE M 10.0000 17,900.00 115.200 1,152.00 S) 27 REMOVE TRAFFIC STRIPE M 2.0000 1,040.00 153.500 307.00 S) 28 REMOVE PAVEMENT MARKING M2 10.0000 90.00 0.000 0.00 S) 29 REMOVE ROADSIDE SIGN EA 50.0000 3,500.00 23.000 1,150.00 30 REMOVE ROADSIDE SIGN PANEL EA 50.0000 100.00 0.000 0.00 31 REMOVE CULVERT M 70.0000 46,900.00 209.100 14,637.00 32 REMOVE PIPE M 100.0000 12,000.00 38.200 3,820.00 33 REMOVE INLET EA 500.0000 1,500.00 0.000 0.00 34 REMOVE HEADWALL EA 500.0000 2,000.00 0.000 0.00 35 REMOVE BASE AND SURFACING M3 4.0000 92,000.00 3,817.140 15,268.56 4,731.060 18,924.24 36 RECONSTRUCT MAILBOX EA 150.0000 2,700.00 4.000 600.00 37 RELOCATE GATE EA 1,000.0000 2,000.00 0.600 600.00 38 RELOCATE ROADSIDE SIGN EA 100.0000 7,100.00 14.500 1,450.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 64,350.00 15,234.412 22,851.62 15,234.412 22,851.62 S) 40 REMOVE CONCRETE M3 65.0000 9,100.00 285.330 18,546.45 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 0.000 0.00 43 CLEARING AND GRUBBING LS 645,000.0000 645,000.00 0.921 594,045.00 44 REMOVE TREE STUMP EA 200.0000 166,000.00 1,233.000 246,600.00 45 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.800 16,000.00 46 ROADWAY EXCAVATION M3 7.0000 1,918,700.00 229,974.840 1,609,823.88 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 1,199.240 59,962.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 79,000.00 360.437 36,043.70 F) PROGRAM CAS145 PAGE 3 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 11:45 AM ESTIMATE NO. 15 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 05/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 44.500 4,450.00 F) 51 SAND BACKFILL M3 60.0000 2,880.00 0.000 0.00 52 CONCRETE BACKFILL M3 200.0000 26,000.00 44.440 8,888.00 53 DITCH EXCAVATION M3 7.0000 140,700.00 17,833.370 124,833.59 54 CONTOUR GRADING M2 0.2500 52,500.00 61,024.400 15,256.10 152,561.000 38,140.25 55 IMPORTED BORROW M3 20.0000 15,400,000.00 3,051.270 61,025.40 876,284.330 17,525,686.60 56 IMPORTED MATERIAL (SHOULDER BACKING) TONN 20.0000 338,000.00 0.000 0.00 57 WEED CONTROL MAT M2 70.0000 95,900.00 21.030 1,472.10 S) 58 STRAW (EROSION CONTROL) TONN 650.0000 143,000.00 188.888 122,777.20 S) 59 FIBER (EROSION CONTROL) KG 0.5000 21,100.00 30,701.800 15,350.90 S) 60 COMPOST (EROSION CONTROL) M3 200.0000 98,000.00 299.534 59,906.80 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 9,600.00 3.000 1,200.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 413,400.00 2,496.041 324,485.33 S) 63 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 42,800.00 32,207.280 32,207.28 S) 64 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 16,050.00 9,975.998 14,964.00 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 5,077.820 76,167.30 130,528.800 1,957,932.00 69 CLASS 2 AGGREGATE BASE M3 30.0000 4,830,000.00 3,530.570 105,917.10 96,208.940 2,886,268.20 70 TEXTURED PAVING M2 40.0000 90,800.00 0.000 0.00 71 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 1,246,000.00 0.000 0.00 72 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 60.0000 8,940,000.00 1,444.580 86,674.80 79,247.350 4,754,841.00 MAXIMUM GRADING) 73 ASPHALT CONCRETE (TYPE A, 19-MM TONN 60.0000 5,526,000.00 21,079.870 1,264,792.20 41,050.670 2,463,040.20 MAXIMUM GRADING) 74 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 82,050.00 1,005.270 15,079.05 AREA) 75 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 880.00 0.000 0.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 13,680.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 11:45 AM ESTIMATE NO. 15 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 05/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 760.00 109.000 436.00 78 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,800.0000 90,000.00 40.000 72,000.00 98.730 177,714.00 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 159,200.00 192.633 38,526.60 793.753 158,750.60 (ALTERNATIVE W) 82 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,000.0000 72,000.00 8.000 16,000.00 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 56.550 31,102.50 489.680 269,324.00 PILING (760 MM) 87 DRIVE CAST-IN-STEEL CONCRETE PILE EA 15,000.0000 345,000.00 2.000 30,000.00 17.000 255,000.00 S) (760 MM) 88 PRESTRESSING CAST-IN-PLACE CONCRETE LS 300,000.0000 300,000.00 0.575 172,500.00 S) 89 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 180,600.00 44.500 26,700.00 264.900 158,940.00 F) 90 STRUCTURAL CONCRETE, BRIDGE M3 905.0000 6,513,285.00 367.364 332,464.42 4,357.384 3,943,432.52 F) 91 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 876,000.00 360.135 540,202.50 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 0.000 0.00 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 4.000 12,000.00 12.000 36,000.00 S) 97 JOINT SEAL ASSEMBLY (MR 100 MM) M 1,200.0000 28,800.00 0.000 0.00 S) 98 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,500.0000 108,000.00 0.000 0.00 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 0.000 0.00 S) 01 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 2,395,050.00 16,613.960 29,074.43 873,270.028 1,528,222.55 SF) 02 HEADED BAR REINFORCEMENT EA 8.0000 56,576.00 4,420.000 35,360.00 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 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 11:45 AM ESTIMATE NO. 15 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 05/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,749.000 107,239.00 F) 06 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 9,749.00 9,749.000 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 0.000 0.00 09 ROADSIDE SIGN - ONE POST EA 200.0000 34,000.00 13.000 2,600.00 10 ROADSIDE SIGN - TWO POST EA 300.0000 12,300.00 0.000 0.00 11 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 1,200.00 0.000 0.00 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 32,000.00 135.800 27,160.00 14 375 MM REINFORCED CONCRETE PIPE M 200.0000 30,000.00 123.500 24,700.00 15 450 MM REINFORCED CONCRETE PIPE M 200.0000 134,000.00 467.200 93,440.00 16 525 MM REINFORCED CONCRETE PIPE M 200.0000 26,000.00 111.000 22,200.00 17 600 MM REINFORCED CONCRETE PIPE M 200.0000 182,000.00 439.100 87,820.00 18 750 MM REINFORCED CONCRETE PIPE M 250.0000 75,000.00 157.100 39,275.00 19 900 MM REINFORCED CONCRETE PIPE M 300.0000 147,000.00 30.500 9,150.00 340.900 102,270.00 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 80,500.00 147.700 51,695.00 22 300 MM REINFORCED CONCRETE PIPE M 225.0000 40,500.00 210.300 47,317.50 (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 15.700 4,710.00 PIPE ARCH 27 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 13,200.00 0.000 0.00 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 2.000 600.00 30 600 MM STEEL FLARED END SECTION EA 400.0000 800.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 11:45 AM ESTIMATE NO. 15 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 05/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 52.000 31,200.00 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 25.000 15,000.00 37 525 MM CONCRETE FLARED END SECTION EA 700.0000 2,800.00 2.000 1,400.00 38 600 MM CONCRETE FLARED END SECTION EA 700.0000 25,900.00 18.000 12,600.00 39 750 MM CONCRETE FLARED END SECTION EA 1,000.0000 11,000.00 0.000 0.00 40 900 MM CONCRETE FLARED END SECTION EA 1,500.0000 22,500.00 2.000 3,000.00 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 2.000 1,200.00 ARCH FLARED END SECTION 44 375 MM AUTOMATIC DRAINAGE GATE EA 900.0000 9,000.00 7.000 6,300.00 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 1.000 1,800.00 47 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 13,200.00 32.900 6,580.00 48 ROCK SLOPE PROTECTION M3 200.0000 76,000.00 151.200 30,240.00 (FACING, METHOD B) 49 ROCK SLOPE PROTECTION FABRIC M2 5.0000 3,300.00 344.600 1,723.00 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 2,052.000 8,208.00 SF) 53 MISCELLANEOUS METAL KG 7.0000 26,880.00 2,575.000 18,025.00 SF)(RESTRAINER - PIPE TYPE) 54 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 110,000.00 4,855.000 53,405.00 SF) 55 FENCE (TYPE WM, METAL POST) M 15.0000 210,000.00 240.000 3,600.00 3,286.000 49,290.00 S) 56 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 318,150.00 439.000 15,365.00 4,003.000 140,105.00 S) 57 CABLE FENCE M 125.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 11:45 AM ESTIMATE NO. 15 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 05/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 20.000 700.00 60 MARKER (CULVERT) EA 35.0000 1,785.00 0.000 0.00 61 HIGHWAY POST MARKER EA 35.0000 805.00 0.000 0.00 62 OBJECT MARKER (TYPE K-1) EA 40.0000 80.00 0.000 0.00 63 OBJECT MARKER (TYPE L-1) EA 35.0000 490.00 0.000 0.00 64 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 30,000.00 5.700 427.50 9.500 712.50 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 217,950.00 540.540 81,081.00 F) 67 CONCRETE BARRIER (TYPE 25 MODIFIED) M 250.0000 179,750.00 83.700 20,925.00 F) 68 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 98,000.00 83.700 33,480.00 F) 69 DOUBLE METAL BEAM GUARD RAILING M 100.0000 26,000.00 0.000 0.00 S) (WOOD POST) 70 TRANSITION RAILING (TYPE WB) EA 3,000.0000 45,000.00 1.000 3,000.00 3.000 9,000.00 S) 71 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 5,500.00 1.000 500.00 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 2.000 5,000.00 S) 74 CRASH CUSHION (TYPE CAT) EA 5,000.0000 40,000.00 0.000 0.00 S) 75 CRASH CUSHION (TYPE CAT) BACKUP EA 600.0000 4,800.00 0.000 0.00 S) 76 THERMOPLASTIC PAVEMENT MARKING M2 80.0000 63,200.00 0.000 0.00 S) 77 THERMOPLASTIC TRAFFIC STRIPE M 0.8000 73,760.00 0.000 0.00 S) (SPRAYABLE) 78 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 33,300.00 0.000 0.00 S) 79 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 14,460.00 0.000 0.00 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 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,750.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 83 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 36,680.00 0.000 0.00 S) 84 SIGNAL AND LIGHTING (DEMOLITION) LS 10,000.0000 10,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 11:45 AM ESTIMATE NO. 15 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 05/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.219 43,800.00 S) 86 LIGHTING LS 200,000.0000 200,000.00 0.007 1,400.00 0.192 38,400.00 S) 87 LIGHTING AND SIGN ILLUMINATION LS 330,000.0000 330,000.00 0.098 32,340.00 0.617 203,610.00 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 0.034 850.00 0.207 5,175.00 S) 90 AUTOMATIC VEHICLE CLASSIFICATION SYSTEM LS 25,000.0000 25,000.00 0.072 1,800.00 0.072 1,800.00 S) 91 TEMPORARY LIGHTING SYSTEM LS 200,000.0000 200,000.00 0.166 33,200.00 0.484 96,800.00 S) (STAGE 1, 2, 3, 4) 92 MODIFY LIGHTING LS 50,000.0000 50,000.00 0.136 6,800.00 S) 93 TEMPORARY SIGNAL SYSTEM (STAGE 3) LS 50,000.0000 50,000.00 0.000 0.00 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 18.000 2,160.00 286.000 34,320.00 S) 96 MIGRATORY BIRD AND BAT PROTECTION LS 10,000.0000 10,000.00 0.024 240.00 0.375 3,750.00 S) 97 FURNISH PILING (CLASS 400) M 150.0000 14,400.00 0.000 0.00 (ALTERNATIVE W) 98 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 7,000.0000 42,000.00 0.000 0.00 S) 99 300 MM CORRUGATED STEEL PIPE M 230.0000 10,580.00 0.000 0.00 (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 2,636.020 421,763.20 S) (ALTERNATIVE W) 02 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,000.0000 360,000.00 153.000 306,000.00 S) PROGRAM CAS145 PAGE 9 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 11:45 AM ESTIMATE NO. 15 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 05/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,636,845.23 47,484,914.26 ADJUSTMENT OF COMPENSATION -2,384.39 -45.09 EXTRA WORK 8,402.24 528,911.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,642,863.08 48,013,780.50 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 2,642,863.08 55,568,780.50 MATERIALS ON HAND ON SITE 879,756.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -26,846.82 -110,193.82 TOTAL 2,616,016.26 56,338,342.68 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 04/20/11 287 25 0 0 70% 38% PROGRESS IS SATISFACTORY TANVIR, RIZWAN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/09