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 08/25/08 EST. NO.06 TIME 04:57 PM R.E. NAME: ABU-MARKHIEH, OSAMA 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 0003 423.96 E.W. @ F.A.(+) 061008 N 0043.0 0004 471.39 062308 N 0047.0 005 0002 1,287.00 E.W. @ F.A.(+) 050708 N 0039.0 0003 347.60 051508 N 0040.0 0004 540.55 072308 N 0090.0 0005 1,081.10 072108 N 0091.0 0006 900.93 072208 N 0092.0 0007 900.93 071708 N 0093.0 0008 943.24 071508 N 0094.0 0009 1,886.46 063008 N 0095.0 0010 1,886.46 070108 N 0096.0 0011 1,844.40 062408 N 0097.0 0012 1,886.46 070208 N 0098.0 0013 1,886.46 070308 N 0099.0 0014 1,844.40 061908 N 0100.0 0015 922.20 062008 N 0101.0 0016 1,844.40 060508 N 0102.0 0017 1,844.40 060408 N 0103.0 0018 1,844.40 060308 N 0104.0 0019 1,498.59 053008 N 0105.0 0020 1,844.40 060208 N 0106.0 0021 502.20 060208 N 0107.0 0022 2,046.57 060908 N 0108.0 0023 1,844.40 060608 N 0109.0 0024 2,031.54 061008 N 0110.0 0025 1,844.40 052808 N 0111.0 0026 1,844.40 052908 N 0112.0 007 0001 582.31 E.W. @ F.A.(+) 070308 N 0124.0 010 0002 391.05 E.W. @ F.A.(+) 043008 N 0038.0 014 0001 5,081.92 E.W. @ F.A.(+) 052408 N 0041.0 0003 86.90 061208 N 0048.0 0007 571.46 061208 N 0115.0 018 0001 655.13 E.W. @ F.A.(+) 061808 N 0046.0 020 0001 653.54 E.W. @ F.A.(+) 070708 Y 0052.0 0002 206.69 070808 Y 0053.0 0003 2,168.25 070908 Y 0054.0 0004 1,206.12 070208 Y 0051.0 0005 1,159.02 071008 Y 0055.0 0006 219.57 071408 Y 0056.0 51,025.20 TOTAL THIS ESTIMATE 15,374.68 TOTAL PREVIOUS ESTIMATE 66,399.88 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 08/25/08 EST. NO.06 TIME 04:57 PM R.E. NAME: ABU-MARKHIEH, OSAMA 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 11,454.00 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 -10,000.00 -30,000.00 TOTAL DEDUCTIONS 1,454.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 04:57 PM ESTIMATE NO. 06 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 08/20/08 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 08/25/08 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 0.500 2,500.00 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 4,300.0000 3,289,500.00 23.000 98,900.00 127.000 546,100.00 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 0.012 24.00 0.574 1,148.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.017 5,100.00 0.133 39,900.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 20,000.00 0.307 1,228.00 1.807 7,228.00 07 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.004 80.00 0.918 18,360.00 S) 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.373 55,950.00 S) 09 TYPE III BARRICADE EA 60.0000 31,200.00 107.000 6,420.00 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 0.030 750.00 0.142 3,550.00 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 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 04:57 PM ESTIMATE NO. 06 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 08/20/08 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 900.00 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 4.000 200.00 4.000 200.00 30 REMOVE ROADSIDE SIGN PANEL EA 50.0000 100.00 0.000 0.00 31 REMOVE CULVERT M 70.0000 46,900.00 5.500 385.00 86.800 6,076.00 32 REMOVE PIPE M 100.0000 12,000.00 8.000 800.00 33.600 3,360.00 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 92,000.00 382.070 1,528.28 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 0.600 600.00 38 RELOCATE ROADSIDE SIGN EA 100.0000 7,100.00 1.000 100.00 1.000 100.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 64,350.00 0.000 0.00 S) 40 REMOVE CONCRETE M3 65.0000 9,100.00 152.300 9,899.50 285.330 18,546.45 41 REMOVE CONCRETE (CHANNEL) M 30.0000 3,600.00 120.000 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 0.017 10,965.00 0.921 594,045.00 44 REMOVE TREE STUMP EA 200.0000 166,000.00 2.000 400.00 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 1,918,700.00 168,865.230 1,182,056.61 47 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 71,300.00 223.920 11,196.00 316.090 15,804.50 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 79,000.00 8.240 824.00 41.540 4,154.00 F) PROGRAM CAS145 PAGE 3 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 04:57 PM ESTIMATE NO. 06 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 08/20/08 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 31.440 6,288.00 53 DITCH EXCAVATION M3 7.0000 140,700.00 3,441.140 24,087.98 17,833.370 124,833.59 54 CONTOUR GRADING M2 0.2500 52,500.00 0.000 0.00 55 IMPORTED BORROW M3 20.0000 15,400,000.00 444,724.450 8,894,489.00 765,451.450 15,309,029.00 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 0.000 0.00 S) 59 FIBER (EROSION CONTROL) KG 0.5000 21,100.00 0.000 0.00 S) 60 COMPOST (EROSION CONTROL) M3 200.0000 98,000.00 0.000 0.00 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 9,600.00 0.000 0.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 413,400.00 0.000 0.00 S) 63 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 42,800.00 0.000 0.00 S) 64 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 16,050.00 0.000 0.00 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 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 67 300 MM CORRUGATED HIGH DENSITY M 140.0000 7,000.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 68 CLASS 2 AGGREGATE SUBBASE M3 15.0000 3,225,000.00 38,738.680 581,080.20 38,738.680 581,080.20 69 CLASS 2 AGGREGATE BASE M3 30.0000 4,830,000.00 25,376.000 761,280.00 28,854.430 865,632.90 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 0.000 0.00 MAXIMUM GRADING) 73 ASPHALT CONCRETE (TYPE A, 19-MM TONN 60.0000 5,526,000.00 1,405.220 84,313.20 MAXIMUM GRADING) 74 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 82,050.00 9.000 135.00 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 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 04:57 PM ESTIMATE NO. 06 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 08/20/08 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 74,600.00 373.000 74,600.00 (ALTERNATIVE W) 82 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,000.0000 72,000.00 18.000 36,000.00 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 0.000 0.00 PILING (760 MM) 87 DRIVE CAST-IN-STEEL CONCRETE PILE EA 15,000.0000 345,000.00 0.000 0.00 S) (760 MM) 88 PRESTRESSING CAST-IN-PLACE CONCRETE LS 300,000.0000 300,000.00 0.000 0.00 S) 89 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 180,600.00 44.500 26,700.00 44.500 26,700.00 F) 90 STRUCTURAL CONCRETE, BRIDGE M3 905.0000 6,513,285.00 25.740 23,294.70 187.800 169,959.00 F) 91 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 876,000.00 200.500 300,750.00 281.610 422,415.00 F) 92 FRACTURED RIB TEXTURE M2 300.0000 14,100.00 0.000 0.00 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 0.000 0.00 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 2,395,050.00 169,432.000 296,506.00 338,867.000 593,017.25 SF) 02 HEADED BAR REINFORCEMENT EA 8.0000 56,576.00 2,652.000 21,216.00 2,652.000 21,216.00 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 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 04:57 PM ESTIMATE NO. 06 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 08/20/08 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 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 32,000.00 118.050 23,610.00 126.050 25,210.00 14 375 MM REINFORCED CONCRETE PIPE M 200.0000 30,000.00 32.300 6,460.00 32.300 6,460.00 15 450 MM REINFORCED CONCRETE PIPE M 200.0000 134,000.00 230.400 46,080.00 322.400 64,480.00 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 182,000.00 305.700 61,140.00 439.100 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 147,000.00 253.100 75,930.00 20 1050 MM REINFORCED CONCRETE PIPE M 300.0000 87,000.00 98.000 29,400.00 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 86.400 19,440.00 177.700 39,982.50 (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 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 04:57 PM ESTIMATE NO. 06 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 08/20/08 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.000 18,000.00 46.000 27,600.00 35 375 MM CONCRETE FLARED END SECTION EA 600.0000 3,000.00 3.000 1,800.00 3.000 1,800.00 36 450 MM CONCRETE FLARED END SECTION EA 600.0000 23,400.00 17.000 10,200.00 21.000 12,600.00 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 7.000 4,900.00 39 750 MM CONCRETE FLARED END SECTION EA 1,000.0000 11,000.00 11.000 11,000.00 11.000 11,000.00 40 900 MM CONCRETE FLARED END SECTION EA 1,500.0000 22,500.00 8.000 12,000.00 41 1050 MM CONCRETE FLARED END SECTION EA 2,000.0000 20,000.00 4.000 8,000.00 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 0.000 0.00 45 450 MM AUT0MATIC DRAINAGE GATE EA 1,500.0000 6,000.00 0.000 0.00 46 600 MM AUTOMATIC DRAINAGE GATE EA 1,800.0000 9,000.00 0.000 0.00 47 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 13,200.00 0.000 0.00 48 ROCK SLOPE PROTECTION M3 200.0000 76,000.00 23.000 4,600.00 23.000 4,600.00 (FACING, METHOD B) 49 ROCK SLOPE PROTECTION FABRIC M2 5.0000 3,300.00 43.500 217.50 43.500 217.50 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 27,484.00 216.000 864.00 324.000 1,296.00 SF) 53 MISCELLANEOUS METAL KG 7.0000 26,880.00 2,575.000 18,025.00 2,575.000 18,025.00 SF)(RESTRAINER - PIPE TYPE) 54 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 110,000.00 0.000 0.00 SF) 55 FENCE (TYPE WM, METAL POST) M 15.0000 210,000.00 0.000 0.00 S) 56 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 318,150.00 0.000 0.00 S) 57 CABLE FENCE M 125.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 04:57 PM ESTIMATE NO. 06 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 08/20/08 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 67 CONCRETE BARRIER (TYPE 25 MODIFIED) M 250.0000 179,750.00 0.000 0.00 F) 68 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 98,000.00 0.000 0.00 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 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 04:57 PM ESTIMATE NO. 06 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 08/20/08 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 86 LIGHTING LS 200,000.0000 200,000.00 0.037 7,400.00 0.037 7,400.00 S) 87 LIGHTING AND SIGN ILLUMINATION LS 330,000.0000 330,000.00 0.008 2,640.00 0.008 2,640.00 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 0.117 23,400.00 S) (STAGE 1, 2, 3, 4) 92 MODIFY LIGHTING LS 50,000.0000 50,000.00 0.000 0.00 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 23.000 2,760.00 168.000 20,160.00 S) 96 MIGRATORY BIRD AND BAT PROTECTION LS 10,000.0000 10,000.00 0.030 300.00 0.164 1,640.00 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 0.000 0.00 S) (ALTERNATIVE W) 02 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,000.0000 360,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 08/25/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 04:57 PM ESTIMATE NO. 06 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 08/20/08 R.E. NAME: ABU-MARKHIEH, OSAMA DATE OF THIS ESTIMATE 08/25/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 11,424,091.88 24,764,858.28 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 51,025.20 66,399.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 11,475,117.08 24,831,258.16 03 MOBILIZATION LS 7555,000.0000 7,555,000.00 0.200 1,511,000.00 0.950 7,177,250.00 ORIGINAL CONTRACT AMOUNT 75,847,919.00 TOTAL WORK COMPLETED 12,986,117.08 32,008,508.16 MATERIALS ON HAND ON SITE 998,439.02 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,454.00 -30,000.00 TOTAL 12,987,571.08 32,976,947.18 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 03/15/11 128 0 0 0 42% 17% PROGRESS IS SATISFACTORY ABU-MARKHIEH, OSAMA RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/08