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 12/21/06 EST. NO.08 TIME 01:05 PM R.E. NAME: JOHN SAWYER 04-2261V4 --------------------------------------------------------------------------- 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 0051 52.58 E.W. @ F.A.(+) 101306 N 0358.0 0055 1,081.82 091806 N 0310.0 0056 865.84 091406 N 0313.0 0057 315.26 102606 N 0402.0 0058 579.90 102706 N 0404.0 0062 258.44 111406 N 0450.0 0063 450.81 111506 N 0453.0 0067 6,218.46 102606 N 0400.0 006 0053 892.62 E.W. @ F.A.(+) 090506 N 0315.1 0055 951.85 100606 N 0415.0 0060 3,419.39 101806 N 0373.0 009 0020 2,899.68 E.W. @ F.A.(+) 101906 N 0380.0 0021 667.01 102006 N 0382.0 0023 455.65 102406 N 0392.0 0025 1,435.71 102506 N 0398.0 0026 1,226.76 051706 N 0039.1 010 0001-1 -227.06 E.W. @ F.A.(+) 061606 N 0114.0 DAO CORRECTING ENTRY 0001-2 206.42 061606 N 0114.0 DAO CORRECTING ENTRY 0002-1 -330.00 062806 N 0153.0 DAO CORRECTING ENTRY 0002-2 300.00 062806 N 0153.0 DAO CORRECTING ENTRY 0003-1 -239.42 071806 N 0195.0 DAO CORRECTING ENTRY 0003-2 217.65 071806 N 0195.0 DAO CORRECTING ENTRY 0004-1 -198.89 072006 N 0196.0 DAO CORRECTING ENTRY 0004-2 180.81 072006 N 0196.0 DAO CORRECTING ENTRY 0005-1 -2,788.14 071806 N 0197.0 DAO CORRECTING ENTRY 0005-2 2,534.67 071806 N 0197.0 DAO CORRECTING ENTRY 0006-1 -131.42 080206 N 0206.0 DAO CORRECTING ENTRY 0006-2 131.42 080206 N 0206.0 DAO CORRECTING ENTRY 0007-1 -78.25 081406 N 0222.0 DAO CORRECTING ENTRY 0007-2 71.14 081406 N 0222.0 DAO CORRECTING ENTRY 0008-1 -37.27 083006 N 0247.0 DAO CORRECTING ENTRY 0008-2 33.88 083006 N 0247.0 DAO CORRECTING ENTRY 0009-1 -330.00 082906 N 0264.0 DAO CORRECTING ENTRY 0009-2 300.00 082906 N 0264.0 DAO CORRECTING ENTRY 0010-1 -167.35 091406 N 0308.0 DAO CORRECTING ENTRY 0010-2 152.14 091406 N 0308.0 DAO CORRECTING ENTRY 0011 2,710.69 100406 N 0335.0 015 0008 2,126.22 E.W. @ F.A.(+) 062006 N 0108.1 0009 1,095.95 061706 N 0109.1 0010 9,097.31 061906 N 0117.1 018 0006 5,158.24 E.W. @ F.A.(+) 070506 N 0137.0 0057 3,974.75 063006 N 0135.1 036 0002 10,515.70 E.W. @ L.S.(+) 121906 N 2 0 56,050.97 TOTAL THIS ESTIMATE 1,166,145.38 TOTAL PREVIOUS ESTIMATE 1,222,196.35 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 12/21/06 EST. NO.08 TIME 01:05 PM R.E. NAME: JOHN SAWYER 04-2261V4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 01:05 PM ESTIMATE NO. 08 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOHN SAWYER DATE OF THIS ESTIMATE 12/21/06 LOCATION RERUN PROGRESS ESTIMATE 04-MRN-101-9.6/11.0 ----------------------- 04-MRN-580-4.6/4.8 GHILOTTI BROS. INC IN MARIN COUNTY IN SAN RAFAEL AT 525 JACOBY ST VARIOUS LOCATIONS SAN RAFAEL, CA FED. AID NO. CML-6404(54)E WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 15,750.0000 15,750.00 0.450 7,087.50 02 TIME-RELATED OVERHEAD LS 2798,000.0000 2,798,000.00 0.020 55,960.00 0.230 643,540.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 35.0000 38,500.00 962.100 33,673.50 04 TEMPORARY FENCE (TYPE ESA) M 12.0000 2,400.00 56.000 672.00 05 TEMPORARY SUPPORT LS 35,000.0000 35,000.00 0.070 2,450.00 06 TEMPORARY SHORING M2 105.0000 131,250.00 20.000 2,100.00 07 450 MM TEMPORARY ALTERNATIVE FLARED END EA 455.0000 1,365.00 1.000 455.00 1.000 455.00 SECTION 08 450 MM TEMPORARY ALTERNATIVE PIPE M 170.0000 32,300.00 91.460 15,548.20 260.630 44,307.10 CULVERT 09 450 MM TEMPORARY SLOTTED CORRUGATED M 250.0000 947,500.00 0.000 0.00 STEEL PIPE 10 PREPARE STORM WATER POLLUTION LS 2,700.0000 2,700.00 0.800 2,160.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 65,000.0000 65,000.00 0.020 1,300.00 0.360 23,400.00 12 NON-STORM WATER DISCHARGES LS 200,000.0000 200,000.00 1.000 200,000.00 13 TEMPORARY SILT FENCE M 3.0000 750.00 1,008.430 3,025.29 14 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 10,000.00 8.000 8,000.00 15 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 20,000.00 9.000 9,000.00 16 TEMPORARY COVER M2 2.4000 13,200.00 1,302.000 3,124.80 9,115.600 21,877.44 17 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 8,750.00 30.000 5,250.00 18 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.360 3,600.00 S) 19 TRAFFIC CONTROL SYSTEM LS 550,000.0000 550,000.00 0.031 17,050.00 0.245 134,750.00 S) 20 TYPE II BARRICADE EA 50.0000 1,300.00 0.000 0.00 S) 21 TYPE III BARRICADE EA 70.0000 2,100.00 0.000 0.00 S) 22 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 61,400.00 1,004.880 2,009.76 4,524.690 9,049.38 S) PROGRAM CAS145 PAGE 2 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 01:05 PM ESTIMATE NO. 08 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOHN SAWYER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 16,800.00 6.000 240.00 S) 24 TEMPORARY PAVEMENT MARKER EA 6.0000 35,340.00 51.000 306.00 229.000 1,374.00 S) 25 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,350.0000 6,750.00 0.000 0.00 S) 26 TEMPORARY RAILING (TYPE K) M 34.0000 584,800.00 860.100 29,243.40 2,879.100 97,889.40 S) 27 TEMPORARY CRASH CUSHION MODULE EA 140.0000 67,200.00 42.000 5,880.00 107.000 14,980.00 S) 28 ABANDON CULVERT EA 850.0000 98,600.00 50.000 42,500.00 29 ABANDON INLET EA 880.0000 4,400.00 1.000 880.00 2.000 1,760.00 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 31 REMOVE CHAIN LINK FENCE M 16.4000 15,416.00 42.000 688.80 1,039.500 17,047.80 32 REMOVE METAL BEAM GUARD RAILING M 31.5000 16,380.00 117.000 3,685.50 33 REMOVE DOUBLE METAL BEAM BARRIER M 61.0000 3,050.00 0.000 0.00 34 REMOVE FLARED END SECTION EA 150.0000 150.00 1.000 150.00 35 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 8.0000 74,880.00 373.480 2,987.84 703.050 5,624.40 STRIPE 36 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 200.0000 2,600.00 0.000 0.00 MARKING 37 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 46,800.00 1,091.830 3,275.49 1,478.680 4,436.04 38 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 50.0000 16,000.00 35.870 1,793.50 53.770 2,688.50 39 REMOVE PAVEMENT MARKER EA 1.0000 7,430.00 67.000 67.00 95.000 95.00 40 REMOVE ROADSIDE SIGN (WOOD POST) EA 40.0000 1,640.00 0.000 0.00 41 REMOVE ROADSIDE SIGN EA 100.0000 900.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 42 REMOVE ROADSIDE SIGN PANEL EA 30.0000 150.00 0.000 0.00 43 REMOVE SIGN STRUCTURE EA 6,000.0000 24,000.00 0.000 0.00 44 REMOVE ASPHALT CONCRETE DIKE M 19.0000 836.00 331.150 6,291.85 45 REMOVE DEBRIS RACK LS 4,850.0000 4,850.00 1.000 4,850.00 46 REMOVE CULVERT M 190.0000 222,300.00 78.000 14,820.00 635.000 120,650.00 47 REMOVE SLOTTED CORRUGATED STEEL PIPE M 190.0000 136,990.00 0.000 0.00 48 REMOVE INLET EA 400.0000 24,000.00 12.000 4,800.00 35.000 14,000.00 49 REMOVE HEADWALL EA 3,700.0000 25,900.00 3.000 11,100.00 PROGRAM CAS145 PAGE 3 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 01:05 PM ESTIMATE NO. 08 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOHN SAWYER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE REINFORCED CONCRETE BOX CULVERT M 2,800.0000 5,600.00 0.000 0.00 51 REMOVE MANHOLE EA 1,300.0000 2,600.00 1.000 1,300.00 52 REMOVE RETAINING WALL LS 15,000.0000 15,000.00 0.000 0.00 53 REMOVE CONCRETE (ROCK SLOPE PROTECTION) M3 125.0000 6,250.00 43.200 5,400.00 54 SALVAGE METAL BRIDGE RAILING M 28.0000 8,680.00 0.000 0.00 55 RELOCATE ROADSIDE SIGN EA 210.0000 630.00 0.000 0.00 56 ADJUST INLET EA 3,000.0000 3,000.00 0.000 0.00 57 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 1,000.00 0.000 0.00 58 ADJUST MANHOLE TO GRADE EA 1,900.0000 1,900.00 6.000 11,400.00 6.000 11,400.00 59 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 50,900.00 0.000 0.00 60 REMOVE CONCRETE M3 110.0000 31,900.00 382.350 42,058.50 61 REMOVE CONCRETE BARRIER M 40.0000 126,400.00 30.000 1,200.00 62 REMOVE CRASH CUSHION (SAND FILLED) EA 100.0000 1,100.00 0.000 0.00 63 BRIDGE REMOVAL, LOCATION A LS 447,360.0000 447,360.00 0.000 0.00 64 BRIDGE REMOVAL, LOCATION B LS 118,950.0000 118,950.00 0.000 0.00 65 BRIDGE REMOVAL (PORTION), LOCATION A LS 157,400.0000 157,400.00 0.020 3,148.00 66 CLEARING AND GRUBBING LS 192,600.0000 192,600.00 1.000 192,600.00 67 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 1.000 18,000.00 68 ROADWAY EXCAVATION M3 40.0000 1,104,000.00 598.000 23,920.00 3,289.000 131,560.00 69 LEAD COMPLIANCE PLAN LS 3,100.0000 3,100.00 1.000 3,100.00 70 TRENCH EXCAVATION M3 55.0000 78,650.00 2,302.178 126,619.79 71 STRUCTURE EXCAVATION M3 70.0000 23,100.00 0.000 0.00 72 STRUCTURE EXCAVATION (TYPE D) M3 35.0000 90,580.00 1,894.760 66,316.60 F) 73 STRUCTURE EXCAVATION (RETAINING WALL) M3 22.0000 115,610.00 1,038.000 22,836.00 F) 74 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 82,650.00 1,074.450 53,722.50 F) (TYPE D) 75 STRUCTURE BACKFILL M3 51.0000 9,843.00 0.000 0.00 76 STRUCTURE BACKFILL (BRIDGE) M3 86.0000 69,660.00 97.000 8,342.00 F) PROGRAM CAS145 PAGE 4 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 01:05 PM ESTIMATE NO. 08 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOHN SAWYER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (RETAINING WALL) M3 62.0000 369,768.00 688.000 42,656.00 F) 78 PERVIOUS BACKFILL MATERIAL (RETAINING M3 202.0000 17,574.00 29.000 5,858.00 WALL) 79 SAND BACKFILL M3 90.0000 2,430.00 15.000 1,350.00 15.000 1,350.00 80 DITCH EXCAVATION M3 72.0000 46,080.00 442.200 31,838.40 442.200 31,838.40 81 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 76.0000 2,006,400.00 311.210 23,651.96 82 LIGHTWEIGHT FILL (EPS BLOCKS) M3 118.0000 2,147,600.00 0.000 0.00 83 SUBGRADE ENHANCEMENT FABRIC (WOVEN) M2 1.5000 92,100.00 975.000 1,462.50 84 MULCH (EROSION CONTROL) M3 70.0000 59,500.00 0.000 0.00 S) 85 EROSION CONTROL (NETTING) M2 11.2300 5,334.25 0.000 0.00 S) 86 FIBER (EROSION CONTROL) KG 3.6200 90.50 0.000 0.00 S) 87 COMPOST (EROSION CONTROL) M3 467.0000 467.00 0.000 0.00 S) 88 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,050.0000 3,150.00 0.000 0.00 S) 89 PURE LIVE SEED (EROSION CONTROL) KG 394.0000 788.00 0.000 0.00 S) 90 STABILIZING EMULSION (EROSION CONTROL) KG 7.3800 44.28 0.000 0.00 S) 91 WATER METER EA 20,000.0000 40,000.00 0.000 0.00 S) 92 200 MM CORRUGATED HIGH DENSITY M 275.0000 35,750.00 15.000 4,125.00 S) POLYETHYLENE PIPE CONDUIT 93 200 MM WELDED STEEL PIPE CONDUIT M 500.0000 7,500.00 0.000 0.00 (6.35 MM THICK) 94 CLASS 4 AGGREGATE SUBBASE M3 67.0000 240,530.00 370.000 24,790.00 95 LEAN CONCRETE BASE M3 250.0000 227,500.00 0.000 0.00 96 ASPHALT TREATED PERMEABLE BASE M3 200.0000 92,000.00 0.000 0.00 97 SEAL RANDOM CRACKS LNKM 7,500.0000 7,500.00 0.000 0.00 98 ASPHALT CONCRETE (TYPE A) TONN 95.0000 6,488,500.00 9,051.985 859,938.58 99 ASPHALT CONCRETE (OPEN GRADED) TONN 91.0000 402,220.00 0.000 0.00 00 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 396.00 209.260 4,603.72 AREA) 01 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 14.2500 128.25 0.000 0.00 02 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 14.2500 6,270.00 0.000 0.00 03 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 14.2500 912.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 01:05 PM ESTIMATE NO. 08 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOHN SAWYER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 29,500.00 5.800 2,900.00 05 FURNISH PILING 406 MM PRECAST M 120.0000 864,360.00 4,265.450 511,854.00 PRESTRESSED 06 DRIVE PILE 406 MM PRECAST PRESTRESSED EA 1,600.0000 502,400.00 196.000 313,600.00 S) 07 FURNISH PILING 460 MM PRECAST M 60.0000 22,920.00 0.000 0.00 PRESTRESSED 08 DRIVE PILE 460 MM PRECAST PRESTRESSED EA 1,200.0000 18,000.00 0.000 0.00 S) 09 FURNISH PILING (CLASS 625 MOD) M 80.0000 206,640.00 246.680 19,734.40 (ALTERNATIVE X) 10 DRIVE PILE (CLASS 625 MOD) EA 1,500.0000 175,500.00 11.000 16,500.00 S) (ALTERNATIVE X) 11 FURNISH PILING (CLASS 400C) M 60.0000 23,100.00 386.490 23,189.40 12 FURNISH PILING (CLASS 400 MOD) M 80.0000 419,440.00 3,852.490 308,199.20 (ALTERNATIVE X) 13 DRIVE PILE (CLASS 400C) EA 1,200.0000 28,800.00 22.000 26,400.00 14 DRIVE PILE (CLASS 400 MOD) EA 1,500.0000 339,000.00 165.000 247,500.00 S) (ALTERNATIVE X) 15 FURNISH PILING (CLASS 625) M 100.0000 3,800.00 0.000 0.00 (ALTERNATIVE V) 16 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,500.0000 4,500.00 0.000 0.00 17 FURNISH PILING (CLASS 400) M 50.0000 37,500.00 0.000 0.00 18 DRIVE PILE (CLASS 400) EA 1,500.0000 69,000.00 0.000 0.00 19 FURNISH PILING (CLASS 400) M 50.0000 75,600.00 0.000 0.00 S) (ALTERNATIVE V) 20 DRIVE PILE (CLASS 400) (ALTERNATIVE V) EA 1,500.0000 115,500.00 0.000 0.00 21 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 313.0000 395,632.00 0.000 0.00 PILING (460 MM) 22 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 3,800.0000 250,800.00 0.000 0.00 S) PILE (460 MM) 23 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 500.0000 7,500.00 0.000 0.00 PILING (914 MM) 24 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 10,000.0000 10,000.00 0.000 0.00 S) PILE (914 MM) 25 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.000 0.00 S) 26 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 450.0000 503,550.00 489.340 220,203.00 F) 27 STRUCTURAL CONCRETE, BRIDGE M3 902.0000 4,455,880.00 145.450 131,195.90 223.450 201,551.90 F) 28 STRUCTURAL CONCRETE, RETAINING WALL M3 725.0000 1,358,650.00 122.000 88,450.00 471.500 341,837.50 F) 29 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 72,100.00 0.000 0.00 F) (TYPE N) 30 CLASS 2 CONCRETE M3 600.0000 30,000.00 60.790 36,474.00 PROGRAM CAS145 PAGE 6 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 01:05 PM ESTIMATE NO. 08 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOHN SAWYER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CLASS 1 CONCRETE (BOX CULVERT) M3 2,000.0000 28,000.00 0.000 0.00 32 MINOR CONCRETE (MINOR STRUCTURE) M3 1,325.0000 360,665.00 68.890 91,279.25 184.170 244,025.25 F) 33 MINOR CONCRETE (BACKFILL) M3 350.0000 112,000.00 30.980 10,843.00 34 HEAVY BLAST TEXTURE M2 75.0000 123,000.00 0.000 0.00 35 FRACTURED RIB TEXTURE M2 75.0000 88,500.00 127.000 9,525.00 36 DRILL AND BOND DOWEL M 90.0000 41,760.00 71.100 6,399.00 89.100 8,019.00 F) 37 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 50.0000 200.00 0.000 0.00 38 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 96,000.00 0.000 0.00 S) GIRDER (15 M - 20 M) 39 FURNISH PRECAST PRESTRESSED CONCRETE EA 45,000.0000 45,000.00 0.000 0.00 BOX GIRDER (25 M - 30 M) 40 ERECT PRECAST CONCRETE GIRDER EA 1,200.0000 14,400.00 0.000 0.00 S) 41 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 2,000.0000 2,000.00 0.000 0.00 S) GIRDER 42 FURNISH PRECAST CONCRETE CLOSURE PANEL EA 1,500.0000 36,000.00 0.000 0.00 43 ERECT PRECAST CONCRETE PANEL EA 2,000.0000 48,000.00 0.000 0.00 S) 44 REFINISH BRIDGE DECK M2 140.0000 28,000.00 0.000 0.00 45 CORE AND PRESSURE GROUT DOWELS (0-50 MM) M 60.0000 480.00 0.000 0.00 S) 46 PTFE BEARING EA 3,000.0000 24,000.00 0.000 0.00 S) 47 JOINT SEAL (MR 30 MM) M 120.0000 960.00 0.000 0.00 S) 48 JOINT SEAL ASSEMBLY (MR 70 MM) M 700.0000 18,200.00 0.000 0.00 S) 49 JOINT SEAL ASSEMBLY (MR 80 MM) M 600.0000 7,800.00 0.000 0.00 S) 50 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 16,800.00 0.000 0.00 S) 51 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,500.0000 19,500.00 0.000 0.00 S) 52 JOINT SEAL (MR 40 MM) M 150.0000 2,850.00 0.000 0.00 S) 53 JOINT SEAL (MR 50 MM) M 250.0000 3,250.00 0.000 0.00 S) 54 BAR REINFORCING STEEL KG 1.8000 27,360.00 0.000 0.00 SF) 55 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 1,586,400.00 891.000 1,782.00 84,226.790 168,453.58 SF) 56 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3000 646,300.00 133,051.000 306,017.30 SF) 57 BAR REINFORCING STEEL (MINOR STRUCTURE) KG 2.4000 15,240.00 6,350.000 15,240.00 PROGRAM CAS145 PAGE 7 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 01:05 PM ESTIMATE NO. 08 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOHN SAWYER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 BAR REINFORCING STEEL (BOX CULVERT) KG 4.0000 5,600.00 0.000 0.00 SF) 59 COLUMN CASING KG 12.0000 417,840.00 17,024.000 204,288.00 20,424.000 245,088.00 SF) 60 FURNISH SIGN STRUCTURE (TRUSS) KG 8.2000 637,058.00 0.000 0.00 SF) 61 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 54,383.00 0.000 0.00 SF) 62 METAL (BARRIER MOUNTED SIGN) KG 27.0000 17,820.00 0.000 0.00 63 METAL (RAIL MOUNTED SIGN) KG 27.0000 4,320.00 0.000 0.00 64 ROADSIDE SIGN - ONE POST EA 167.0000 8,183.00 11.000 1,837.00 65 ROADSIDE SIGN - TWO POST EA 220.0000 1,760.00 1.000 220.00 66 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 675.00 6.000 450.00 METHOD) 67 INSTALL SIGN PANEL ON EXISTING FRAME M2 120.0000 7,440.00 0.000 0.00 68 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 2,000.00 0.000 0.00 EXISTING POST 69 TIMBER BULKHEAD EA 500.0000 6,500.00 14.000 7,000.00 S) 70 450 MM ALTERNATIVE PIPE CULVERT M 275.0000 462,000.00 357.630 98,348.25 367.630 101,098.25 71 450 MM ALTERNATIVE SLOTTED PIPE M 350.0000 175,000.00 0.000 0.00 72 600 MM ALTERNATIVE PIPE CULVERT M 420.0000 168,000.00 27.000 11,340.00 88.000 36,960.00 73 900 MM ALTERNATIVE PIPE CULVERT M 750.0000 112,500.00 51.540 38,655.00 151.210 113,407.50 74 1050 MM ALTERNATIVE PIPE CULVERT M 1,250.0000 36,250.00 21.020 26,275.00 75 1200 MM ALTERNATIVE PIPE CULVERT M 850.0000 68,850.00 81.250 69,062.50 76 300 MM PLASTIC PIPE M 160.0000 32,000.00 165.700 26,512.00 77 450 MM PLASTIC PIPE M 320.0000 128,000.00 34.000 10,880.00 370.000 118,400.00 78 600 MM PLASTIC PIPE M 375.0000 135,000.00 221.000 82,875.00 79 900 MM PLASTIC PIPE M 450.0000 135,000.00 245.600 110,520.00 80 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,800.0000 120,600.00 0.000 0.00 (CLASS II) 81 GEOMEMBRANE (GASOLINE RESISTANT) M2 16.0000 176,000.00 0.000 0.00 82 TYPE E INLET EA 3,100.0000 3,100.00 0.000 0.00 83 TYPE F INLET EA 3,100.0000 62,000.00 23.000 71,300.00 84 300 MM ANCHOR ASSEMBLY EA 240.0000 240.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 01:05 PM ESTIMATE NO. 08 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOHN SAWYER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 GRATE LOCKING DEVICE EA 300.0000 4,200.00 0.000 0.00 86 DRAINAGE INLET MARKER EA 50.0000 1,250.00 0.000 0.00 87 GRATED LINE DRAIN M 345.0000 6,900.00 0.000 0.00 88 450 MM ALTERNATIVE FLARED END SECTION EA 230.0000 1,840.00 0.000 0.00 89 600 MM ALTERNATIVE FLARED END SECTION M 275.0000 550.00 2.000 550.00 2.000 550.00 90 900 MM AUTOMATIC DRAINAGE GATE EA 2,300.0000 2,300.00 1.000 2,300.00 1.000 2,300.00 91 ROCK SLOPE PROTECTION M3 115.0000 2,300.00 23.580 2,711.70 (BACKING NO. 2, METHOD B) 92 CONCRETED-ROCK SLOPE PROTECTION M3 110.0000 7,260.00 78.600 8,646.00 (1/4T, METHOD B) 93 ROCK SLOPE PROTECTION FABRIC M2 4.2500 340.00 76.100 323.43 94 MINOR CONCRETE (MISCELLANEOUS M3 525.0000 231,000.00 355.560 186,669.00 CONSTRUCTION) 95 MINOR CONCRETE (GUTTER) M3 650.0000 3,250.00 0.000 0.00 96 MINOR CONCRETE (MEDIUM BROOM FINISH) M2 92.0000 167,440.00 0.000 0.00 97 MISCELLANEOUS IRON AND STEEL KG 4.6000 125,032.60 3,816.000 17,553.60 11,878.000 54,638.80 SF) 98 MISCELLANEOUS METAL KG 8.0000 9,920.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 99 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 34,136.00 240.500 1,924.00 740.500 5,924.00 SF) 00 CHAIN LINK FENCE (TYPE CL-1.2, M 55.0000 96,250.00 0.000 0.00 S) VINYL-CLAD) 01 CHAIN LINK FENCE (TYPE CL-1.8, M 72.0000 32,400.00 0.000 0.00 S) VINYL-CLAD) 02 OBJECT MARKER (TYPE K) EA 42.0000 84.00 0.000 0.00 S) 03 OBJECT MARKER (TYPE L) EA 42.0000 378.00 0.000 0.00 S) 04 OBJECT MARKER (TYPE R) EA 42.0000 84.00 0.000 0.00 S) 05 METAL BEAM GUARD RAILING (WOOD POST) M 124.0000 32,240.00 0.000 0.00 S) 06 CONCRETE BARRIER (TYPE K) M 107.0000 2,675.00 0.000 0.00 07 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 3,100.00 0.000 0.00 08 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 27,000.00 0.000 0.00 09 CRASH CUSHION (TYPE CAT) EA 6,700.0000 6,700.00 0.000 0.00 10 CRASH CUSHION MODULE, SAND FILLED EA 500.0000 500.00 0.000 0.00 11 CONCRETE BARRIER (TYPE 60) M 198.0000 93,060.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 01:05 PM ESTIMATE NO. 08 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOHN SAWYER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 CONCRETE BARRIER (TYPE 60C MODIFIED) M 594.0000 20,790.00 0.000 0.00 13 CONCRETE BARRIER (TYPE 60C) M 292.0000 659,920.00 0.000 0.00 14 CONCRETE BARRIER (TYPE 60D) M 162.0000 145,800.00 0.000 0.00 15 CONCRETE BARRIER (TYPE 60E SPECIAL) M 1,158.0000 99,588.00 0.000 0.00 16 CONCRETE BARRIER (TYPE 60E MODIFIED) M 923.0000 87,685.00 0.000 0.00 17 CONCRETE BARRIER (TYPE 732) M 230.0000 70,150.00 0.000 0.00 F) 18 CONCRETE BARRIER (TYPE 742) M 220.0000 244,420.00 0.000 0.00 F) 19 CONCRETE BARRIER (TYPE 742A) M 270.0000 150,390.00 0.000 0.00 F) 20 CONCRETE BARRIER (TYPE 736 MODIFIED) M 240.0000 120,000.00 20.800 4,992.00 21 CONCRETE BARRIER (TYPE 742 SPEC) M 750.0000 12,000.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 736B) M 1,400.0000 9,800.00 0.000 0.00 23 CONCRETE BARRIER (TYPE 736B MODIFIED) M 500.0000 32,500.00 0.000 0.00 24 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 28,200.00 0.000 0.00 S) 25 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 19,800.00 0.000 0.00 S) 26 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,480.00 0.000 0.00 S) 27 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,880.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 28 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 300.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 29 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 11,860.00 0.000 0.00 S) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 16,500.00 0.000 0.00 S) 31 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 300,000.0000 300,000.00 0.110 33,000.00 0.110 33,000.00 32 SIGNAL AND LIGHTING (LOCATION 1) LS 15,000.0000 15,000.00 0.000 0.00 S) 33 SIGNAL AND LIGHTING (LOCATION 2) LS 85,000.0000 85,000.00 0.200 17,000.00 S) 34 SIGNAL AND LIGHTING (LOCATION 3) LS 8,000.0000 8,000.00 0.000 0.00 S) 35 LIGHTING (CITY) LS 170,000.0000 170,000.00 1.000 170,000.00 S) 36 LIGHTING AND SIGN ILLUMINATION LS 370,000.0000 370,000.00 0.000 0.00 S) 37 LIGHTING (CITY STREET-DECORATIVE) LS 100,000.0000 100,000.00 0.000 0.00 S) 38 100 MM CONDUIT M 30.0000 312,000.00 10,990.710 329,721.30 PROGRAM CAS145 PAGE 10 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 01:05 PM ESTIMATE NO. 08 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOHN SAWYER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 150 MM CONDUIT M 65.0000 48,750.00 759.730 49,382.45 40 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.000 0.00 S) 41 TRAFFIC OPERATION SYSTEM LS 520,000.0000 520,000.00 0.000 0.00 S) 42 CAMERA UNIT EA 7,000.0000 14,000.00 0.000 0.00 S) 43 PAN/TILT UNIT EA 4,800.0000 9,600.00 0.000 0.00 S) 44 CAMERA CONTROL UNIT EA 4,800.0000 9,600.00 0.000 0.00 S) 45 VIDEO ENCODER UNIT EA 28,000.0000 56,000.00 0.000 0.00 S) 46 INTEGRATED SERVICE DIGITAL NETWORK EA 1,450.0000 2,900.00 0.000 0.00 S) TERMINAL ADAPTER 47 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 9,500.0000 19,000.00 0.000 0.00 S) 48 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,700.0000 13,500.00 0.000 0.00 S) WIRELESS MODEM ASSEMBLY 49 SBC TELEPHONE BOX EA 5,200.0000 41,600.00 8.000 41,600.00 50 SBC TELEPHONE MANHOLE EA 5,400.0000 32,400.00 6.000 32,400.00 51 PG&E SPLICE VAULT EA 4,300.0000 60,200.00 14.000 60,200.00 52 PG&E TXFR PAD EA 2,100.0000 2,100.00 1.000 2,100.00 53 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 54 REMOVE BASE AND SURFACING M3 84.0000 245,280.00 1,959.212 164,573.81 55 ASPHALT CONCRETE (LEVELING) TONN 95.0000 385,700.00 0.000 0.00 56 TRANSITION RAILING (TYPE WB) EA 3,700.0000 14,800.00 0.000 0.00 57 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 9,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2261V4 TIME 01:05 PM ESTIMATE NO. 08 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: JOHN SAWYER DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 966,643.19 8,401,441.52 ADJUSTMENT OF COMPENSATION 0.00 450,000.00 EXTRA WORK 56,050.97 772,196.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,022,694.16 9,623,637.87 58 MOBILIZATION LS 4800,239.0000 4,800,239.00 0.200 960,047.80 0.950 4,560,227.05 ORIGINAL CONTRACT AMOUNT 48,473,799.88 TOTAL WORK COMPLETED 1,982,741.96 14,183,864.92 MATERIALS ON HAND ON SITE 1,465,805.26 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,982,741.96 15,649,670.18 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 04/13/06 650 04/24/06 04/24/06 12/11/08 157 7 0 1 28% 24% PROGRESS IS SATISFACTORY JOHN SAWYER RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/06