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 03/24/09 EST. NO.13 TIME 02:03 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 --------------------------------------------------------------------------- 002 0009 200.00 E.W. @ F.A.(+) 123008 N 0301.0 003 0006 600.00 E.W. @ F.A.(+) 120808 N 0296.0 0007 600.00 120808 N 0299.0 0008 943.75 100508 N 0300.0 005 0049 2,265.74 E.W. @ F.A.(+) 042208 N 0024.0 0050 1,045.74 042308 N 0025.0 006 0005 2,866.97 E.W. @ F.A.(+) 111708 N 0322.0 011 0001 1,332.36 E.W. @ F.A.(+) 122008 N 0297.0 014 0006-1 -1,589.71 E.W. @ F.A.(+) 060908 N ALS030 DAO CORRECTING ENTRY 0006-2 1,294.79 060908 N ALS030 DAO CORRECTING ENTRY 0006-3 -1,294.79 060908 N ALS030 DAO CORRECTING ENTRY 0006-4 1,294.79 060908 N ALS030 DAO CORRECTING ENTRY 0006-5 -1,294.79 060908 N ALS030 DAO CORRECTING ENTRY 0006-6 279.14 060908 N ALS030 DAO CORRECTING ENTRY 0025 6,579.18 051408 N 0034.0 0026 6,951.59 051508 N 0035.0 0027 5,752.60 051608 N 0036.0 030 0006 88,142.75 A.C. @ U.P.(+) 031309 N DGC006 040 0008 2,742.31 E.W. @ F.A.(+) 111708 N 0321.0 042 0001 8,408.46 E.W. @ F.A.(+) 120308 N 0312.0 0002 1,510.50 120408 N 0313.0 0003 11,931.53 120208 N 0311.0 047 0001 1,368.07 E.W. @ F.A.(+) 081808 N 0307.0 0002 2,143.66 081908 N 0308.0 050 0001 374.76 E.W. @ F.A.(+) 011009 Y 0304.0 144,449.40 TOTAL THIS ESTIMATE 327,456.35 TOTAL PREVIOUS ESTIMATE 471,905.75 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 03/24/09 EST. NO.13 TIME 02:03 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 -13,885.00 -22,347.00 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 -10,000.00 -56,000.00 TOTAL DEDUCTIONS -23,885.00 -78,347.00 PROGRAM CAS145 PAGE 1 DATE 03/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 02:03 PM ESTIMATE NO. 13 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 03/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 03/24/09 LOCATION 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 3,289,500.00 230.000 989,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 51,700.00 3,797.900 37,979.00 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.010 20.00 0.630 1,260.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.466 139,800.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 20,000.00 0.033 132.00 3.028 12,112.00 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 0.509 76,350.00 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 0.900 9.00 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 2,655.140 1,062.06 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 19.000 665.00 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 48,000.00 250.000 1,000.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.026 650.00 0.327 8,175.00 S) 19 TEMPORARY RAILING (TYPE K) M 30.0000 90,900.00 155.880 4,676.40 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 03/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 02:03 PM ESTIMATE NO. 13 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 03/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 03/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 46,900.00 105.100 7,357.00 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 92,000.00 913.920 3,655.68 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 8.000 800.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 64,350.00 0.000 0.00 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 1,918,700.00 228,599.340 1,600,195.38 47 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 71,300.00 980.330 49,016.50 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 79,000.00 11.348 1,134.80 298.946 29,894.60 F) PROGRAM CAS145 PAGE 3 DATE 03/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 02:03 PM ESTIMATE NO. 13 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 03/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 03/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 91,536.600 22,884.15 55 IMPORTED BORROW M3 20.0000 15,400,000.00 873,233.060 17,464,661.20 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 0.000 0.00 S) 58 STRAW (EROSION CONTROL) TONN 650.0000 143,000.00 1.000 650.00 188.888 122,777.20 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 1.000 400.00 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 -700.000 -1,050.00 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 3,225,000.00 125,450.980 1,881,764.70 69 CLASS 2 AGGREGATE BASE M3 30.0000 4,830,000.00 92,678.370 2,780,351.10 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 75,765.850 4,545,951.00 MAXIMUM GRADING) 73 ASPHALT CONCRETE (TYPE A, 19-MM TONN 60.0000 5,526,000.00 4,820.130 289,207.80 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 03/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 02:03 PM ESTIMATE NO. 13 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 03/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 03/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 42.730 76,914.00 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 159,200.00 373.000 74,600.00 (ALTERNATIVE W) 82 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,000.0000 72,000.00 18.000 36,000.00 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 362,450.00 433.130 238,221.50 PILING (760 MM) 87 DRIVE CAST-IN-STEEL CONCRETE PILE EA 15,000.0000 345,000.00 15.000 225,000.00 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 180,600.00 220.400 132,240.00 F) 90 STRUCTURAL CONCRETE, BRIDGE M3 905.0000 6,513,285.00 113.860 103,043.30 3,990.020 3,610,968.10 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 5.000 1,500.00 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 8.000 24,000.00 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 2,395,050.00 856,656.068 1,499,148.12 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 03/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 02:03 PM ESTIMATE NO. 13 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 03/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 03/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 06 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 9,749.00 0.000 0.00 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 147,000.00 310.400 93,120.00 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 03/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 02:03 PM ESTIMATE NO. 13 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 03/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 03/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 15,000.00 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 0.000 0.00 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 2,702.000 40,530.00 S) 56 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 318,150.00 2,036.000 71,260.00 S) 57 CABLE FENCE M 125.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 03/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 02:03 PM ESTIMATE NO. 13 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 03/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 03/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 65 CHAIN LINK RAILING (TYPE 7) M 200.0000 97,800.00 0.000 0.00 SF) 66 CONCRETE BARRIER (TYPE 25) M 150.0000 217,950.00 540.540 81,081.00 540.540 81,081.00 F) 67 CONCRETE BARRIER (TYPE 25 MODIFIED) M 250.0000 179,750.00 83.700 20,925.00 83.700 20,925.00 F) 68 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 98,000.00 83.700 33,480.00 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 0.000 0.00 S) 71 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 5,500.00 0.000 0.00 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 0.000 0.00 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 03/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 02:03 PM ESTIMATE NO. 13 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 03/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 03/24/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.018 3,600.00 0.145 29,000.00 S) 87 LIGHTING AND SIGN ILLUMINATION LS 330,000.0000 330,000.00 0.036 11,880.00 0.367 121,110.00 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 0.000 0.00 S) 90 AUTOMATIC VEHICLE CLASSIFICATION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 S) 91 TEMPORARY LIGHTING SYSTEM LS 200,000.0000 200,000.00 0.100 20,000.00 0.217 43,400.00 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 91,800.00 250.000 30,000.00 S) 96 MIGRATORY BIRD AND BAT PROTECTION LS 10,000.0000 10,000.00 0.026 260.00 0.327 3,270.00 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 03/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 02:03 PM ESTIMATE NO. 13 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 03/20/09 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 03/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 277,706.10 43,399,416.93 ADJUSTMENT OF COMPENSATION 88,142.75 -16,112.40 EXTRA WORK 56,306.65 488,018.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 422,155.50 43,871,322.68 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 422,155.50 51,426,322.68 MATERIALS ON HAND ON SITE 872,745.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -23,885.00 -78,347.00 TOTAL 398,270.50 52,220,720.68 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 04/15/11 250 20 0 0 65% 33% PROGRESS IS SATISFACTORY TANVIR, RIZWAN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/24/09