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 08/27/12 EST. NO.14 TIME 11:02 AM R.E. NAME: BLUNK, CHRISTOPHER 04-264064 --------------------------------------------------------------------------- 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 0256 637.57 E.W. @ F.A.(+) 031212 Y 5310.0 0324-1 -1,048.39 022412 N 0354.0 DAO CORRECTING ENTRY 0336 591.44 061912 Y 5411.0 0337 830.30 062512 Y 5412.0 007 0007 -72.09 A.C. @ U.P.(-) 043012 N 7006 0 0008 -51,683.16 073112 N 7007 0 0009 -206.79 082012 N 7008 0 012 0039 66.67 E.W. @ F.A.(+) 052112 N 0446.0 016 0001 -24,584.18 A.C. @ L.S.(-) 082012 N 1601 0 0002 10,138.35 A.C. @ L.S.(+) 082012 N 1602 0 023 0011 1,108.83 E.W. @ F.A.(+) 022712 Y 5298.0 024 0008 269.36 E.W. @ F.A.(+) 060512 Y 5400.0 0009 1,983.40 060612 Y 5402.0 0011 718.29 060812 Y 5405.0 0012 718.29 060712 Y 5404.1 027 0004 11,607.07 A.C. @ L.S.(+) 082012 N C27030 031 0004 7,959.11 E.W. @ F.A.(+) 052912 Y 5395.0 0005 2,504.89 053012 Y 5398.0 0010 2,072.18 061112 Y 5410.0 0012 610.50 080712 Y 5415.0 040 0001 3,906.00 A.C. @ U.P.(+) 082012 N 4001 0 -31,872.36 TOTAL THIS ESTIMATE 2,009,342.08 TOTAL PREVIOUS ESTIMATE 1,977,469.72 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 08/27/12 EST. NO.14 TIME 11:02 AM R.E. NAME: BLUNK, CHRISTOPHER 04-264064 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SP ELECTRICAL INSP. -5,000.00 11 LATE CLOSURE PICK UP -4,800.00 13 LATE CLOSURE PICK UP -60,000.00 14 -60,000.00 -69,800.00 TOTAL DEDUCTIONS -60,000.00 -69,800.00 PROGRAM CAS145 PAGE 1 DATE 08/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 11:02 AM ESTIMATE NO. 14 BID OPENING 04/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 08/27/12 LOCATION RERUN PROGRESS ESTIMATE 04-MRN-101-18.6/22.3 ----------------------- GHILOTTI BROTHERS, INC. IN MARIN COUNTY IN AND NEAR RM HARRIS NOVATO FROM ROUTE 37 TO ATHERTON JOINT VENTURE AVENUE 525 JACOBY STREET SAN RAFAEL, CA 94901 FED. AID NO. N O N E CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.750 1,500.00 002 TIME-RELATED OVERHEAD LS 400,000.0000 400,000.00 1.000 400,000.00 003 TEMPORARY FENCE (TYPE CL-6) LF 30.0000 1,770.00 60.000 1,800.00 60.000 1,800.00 004 TEMPORARY FENCE (TYPE ESA) LF 2.1000 40,320.00 1,200.000 2,520.00 22,128.000 46,468.80 005 ITEM DELETED PER ADDENDUM LS 0.0100 0.01 0.000 0.00 006 CONSTRUCTION SITE MANAGEMENT LS 4,500.0000 4,500.00 0.083 373.50 0.920 4,140.00 007 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.083 166.00 0.922 1,844.00 PREVENTION PLAN 008 TEMPORARY SILT FENCE LF 2.7500 10,230.00 6,401.500 17,604.13 009 TEMPORARY CONSTRUCTION ENTRANCE EA 2,950.0000 56,050.00 22.000 64,900.00 010 TEMPORARY COVER SQYD 2.0000 30,000.00 35,367.114 70,734.23 011 TEMPORARY CHECK DAM LF 5.0000 9,100.00 2,714.000 13,570.00 012 MOVE-IN/MOVE-OUT EA 2,500.0000 15,000.00 7.000 17,500.00 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 28,050.00 312.000 51,480.00 014 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 12,740.00 68,610.250 137,220.50 (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 15,000.0000 15,000.00 0.083 1,245.00 0.920 13,800.00 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,000.0000 8,000.00 0.163 1,304.00 1.000 8,000.00 017 TEMPORARY SOIL BINDER SQYD 0.1400 42,000.00 52,703.288 7,378.46 018 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 16.000 8,000.00 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 1.000 2,000.00 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 64.0000 2,560.00 14.000 896.00 021 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.234 7,020.00 1.000 30,000.00 022 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.163 24,450.00 1.000 150,000.00 PROGRAM CAS145 PAGE 2 DATE 08/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 11:02 AM ESTIMATE NO. 14 BID OPENING 04/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 08/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TYPE III BARRICADE EA 50.0000 2,650.00 90.000 4,500.00 024 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 40,095.00 66,241.000 29,808.45 025 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 22,800.00 696.000 20,880.00 026 TEMPORARY PAVEMENT MARKER EA 1.5500 18,290.00 18.000 27.90 9,258.000 14,349.90 027 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.792 3,960.00 028 TEMPORARY RAILING (TYPE K) LF 4.9000 232,750.00 53,334.000 261,336.60 029 TEMPORARY CRASH CUSHION MODULE EA 74.0000 15,540.00 154.000 11,396.00 030 ALTERNATIVE TEMPORARY CRASH CUSHION EA 500.0000 65,000.00 299.000 149,500.00 031 CLEANING AND INSPECTING PIPE EA 4,000.0000 8,000.00 1.000 4,000.00 2.000 8,000.00 032 ABANDON CULVERT EA 1,200.0000 6,000.00 5.000 6,000.00 033 ABANDON IRRIGATION CROSSOVER EA 400.0000 2,000.00 3.000 1,200.00 034 REMOVE FENCE LF 2.2000 2,640.00 1,494.000 3,286.80 035 REMOVE METAL BEAM GUARD RAILING LF 3.5000 71,050.00 20,269.500 70,943.25 036 REMOVE PAVEMENT MARKING SQFT 1.9000 2,793.00 272.000 516.80 1,733.000 3,292.70 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 47,628.00 10,144.000 5,477.76 69,516.000 37,538.64 038 REMOVE ROADSIDE SIGN EA 100.0000 1,200.00 2.000 200.00 9.000 900.00 039 REMOVE SIGN STRUCTURE EA 3,000.0000 6,000.00 3.000 9,000.00 040 REMOVE SIGN PANEL EA 215.0000 1,935.00 9.000 1,935.00 041 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 1,955.00 3,910.000 1,955.00 042 REMOVE CULVERT EA 500.0000 11,500.00 16.000 8,000.00 043 REMOVE INLET EA 400.0000 24,800.00 59.000 23,600.00 044 REMOVE DOWNDRAIN EA 600.0000 1,800.00 3.000 1,800.00 045 REMOVE RETAINING WALL LF 215.0000 9,890.00 46.000 9,890.00 046 SALVAGE METAL BRIDGE RAILING LF 6.0000 4,920.00 820.000 4,920.00 047 RELOCATE SIGN STRUCTURE LS 10,000.0000 10,000.00 0.500 5,000.00 1.000 10,000.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8000 28,980.00 30,128.710 54,231.68 049 REMOVE CONCRETE CY 65.0000 11,700.00 224.421 14,587.37 PROGRAM CAS145 PAGE 3 DATE 08/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 11:02 AM ESTIMATE NO. 14 BID OPENING 04/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 08/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CAP INLET EA 810.0000 7,290.00 9.000 7,290.00 051 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 1.000 25,000.00 052 BRIDGE REMOVAL (PORTION), LOCATION B LS 160,000.0000 160,000.00 1.000 160,000.00 053 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 1.000 25,000.00 054 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 055 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.792 3,960.00 056 ROADWAY EXCAVATION CY 11.0000 414,700.00 38,677.599 425,453.59 057 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 058 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 86,640.00 1,444.000 86,640.00 (F) 059 STRUCTURE EXCAVATION (RETAINING WALL) CY 35.0000 103,915.00 2,969.000 103,915.00 (F) 060 STRUCTURE EXCAVATION (CRASH WALL) CY 55.0000 59,400.00 996.000 54,780.00 (F) 061 STRUCTURE BACKFILL (BRIDGE) CY 90.0000 85,050.00 945.000 85,050.00 (F) 062 STRUCTURE BACKFILL (SLURRY CEMENT) CY 95.0000 152,475.00 46.700 4,436.50 1,957.150 185,929.25 (F) 063 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 159,600.00 2,660.000 159,600.00 (F) 064 PERVIOUS BACKFILL MATERIAL CY 170.0000 7,820.00 46.000 7,820.00 (F) 065 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 8,300.00 83.000 8,300.00 (F) WALL) 066 STRUCTURE BACKFILL (CRASH WALL) CY 40.0000 25,800.00 445.000 17,800.00 (F) 067 SAND BACKFILL CY 120.0000 5,880.00 49.000 5,880.00 068 DITCH EXCAVATION CY 34.5000 58,305.00 550.000 18,975.00 1,828.111 63,069.83 069 IMPORTED MATERIAL (SHOULDER BACKING) TON 28.0000 43,120.00 410.610 11,497.08 410.610 11,497.08 070 EROSION CONTROL (COMPOST BLANKET) CY 38.0000 30,780.00 281.000 10,678.00 735.500 27,949.00 071 FIBER ROLLS LF 2.4000 16,344.00 1,932.000 4,636.80 6,388.000 15,331.20 072 COMPOST (INCORPORATE) SQYD 5.2500 53,550.00 9,461.000 49,670.25 10,439.200 54,805.80 073 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 1.000 750.00 8.000 6,000.00 074 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0700 42,770.00 373,309.200 26,131.64 680,040.200 47,602.81 075 ROLLED EROSION CONTROL PRODUCT SQFT 0.4500 18,675.00 13,868.000 6,240.60 45,591.000 20,515.95 (NETTING) 076 PLANT (GROUP M) EA 14.0000 19,460.00 1,395.000 19,530.00 PROGRAM CAS145 PAGE 4 DATE 08/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 11:02 AM ESTIMATE NO. 14 BID OPENING 04/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 08/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLANT (GROUP W) EA 85.0000 2,380.00 0.000 0.00 078 8" WELDED STEEL PIPE CONDUIT LF 140.0000 49,000.00 267.750 37,485.00 (.250" THICK) 079 EXTEND 8" CONDUIT LF 28.0000 8,400.00 234.000 6,552.00 080 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.250 3,750.00 0.250 3,750.00 081 CLASS 4 AGGREGATE SUBBASE CY 7.2500 192,850.00 23,232.804 168,437.83 082 CLASS 2 AGGREGATE BASE CY 70.0000 53,900.00 65.000 4,550.00 523.690 36,658.30 083 LEAN CONCRETE BASE CY 79.7500 1,419,550.00 15,652.777 1,248,308.97 084 CRACK TREATMENT LNMI 6,500.0000 123,500.00 16.942 110,123.00 085 REPLACE ASPHALT CONCRETE SURFACING CY 191.0000 418,290.00 2,257.430 431,169.13 086 HOT MIX ASPHALT TON 75.0000 2,250,000.00 646.240 48,468.00 24,419.656 1,831,474.20 087 HOT MIX ASPHALT (OPEN GRADED) TON 85.0000 986,000.00 5,467.280 464,718.80 12,446.230 1,057,929.55 088 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 95.0000 1,007,000.00 8,770.860 833,231.70 089 RUMBLE STRIP STA 500.0000 7,000.00 14.000 7,000.00 14.000 7,000.00 090 DATA CORE LS 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000.00 091 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7500 997.50 772.000 1,351.00 772.000 1,351.00 092 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.7500 10,990.00 6,358.000 11,126.50 6,358.000 11,126.50 093 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7500 1,085.00 589.000 1,030.75 589.000 1,030.75 094 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7500 2,380.00 1,504.000 2,632.00 1,504.000 2,632.00 095 PLACE HOT MIX ASPHALT SQYD 15.0000 26,400.00 496.600 7,449.00 3,219.545 48,293.18 (MISCELLANEOUS AREA) 096 TACK COAT TON 525.0000 63,000.00 17.330 9,098.25 104.609 54,919.73 097 REPLACE CONCRETE PAVEMENT CY 610.0000 7,320.00 26.000 15,860.00 (RAPID STRENGTH CONCRETE) 098 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 223,200.00 1,860.000 223,200.00 099 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,500.0000 312,000.00 208.000 312,000.00 100 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,200.0000 231,000.00 105.000 231,000.00 101 FURNISH PILING (CLASS 140) LF 30.0000 24,390.00 813.000 24,390.00 (ALTERNATIVE X) 102 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 4,000.0000 48,000.00 12.000 48,000.00 103 FURNISH PILING (CLASS 200) LF 40.0000 10,960.00 274.000 10,960.00 (ALTERNATIVE X) PROGRAM CAS145 PAGE 5 DATE 08/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 11:02 AM ESTIMATE NO. 14 BID OPENING 04/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 08/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 DRIVE PILE (CLASS 200) (ALTERNATIVE X) EA 4,000.0000 16,000.00 4.000 16,000.00 105 FURNISH PILING (CLASS 90 MODIFIED) LF 95.0000 96,425.00 1,015.000 96,425.00 (ALTERNATIVE X) 106 DRIVE PILE (CLASS 90 MODIFIED) EA 750.0000 32,250.00 43.000 32,250.00 (ALTERNATIVE X) 107 FURNISH 24" CAST-IN-STEEL SHELL LF 200.0000 131,600.00 658.000 131,600.00 CONCRETE PILING 108 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 30,000.0000 240,000.00 8.000 240,000.00 PILE 109 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 236,000.00 4,605.000 230,250.00 PILING (SOUND WALL) 110 24" CAST-IN-DRILLED-HOLE CONCRETE LF 100.0000 8,200.00 82.000 8,200.00 PILING (SOUND WALL) 111 PRESTRESSING CAST-IN-PLACE CONCRETE LS 80,000.0000 80,000.00 1.000 80,000.00 112 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 112,200.00 187.000 112,200.00 (F) 113 STRUCTURAL CONCRETE, BRIDGE CY 685.0000 1,287,800.00 1,880.000 1,287,800.00 (F) 114 STRUCTURAL CONCRETE, RETAINING WALL CY 475.0000 653,600.00 1,376.000 653,600.00 (F) 115 STRUCTURAL CONCRETE, CRASH WALL CY 425.0000 293,675.00 799.000 339,575.00 (F) 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 233,200.00 233.200 233,200.00 (F) 117 MINOR CONCRETE (APRON) CY 475.0000 47,975.00 10.670 5,068.25 101.000 47,975.00 (F) 118 MINOR CONCRETE (SOUND WALL) CY 700.0000 6,300.00 9.000 6,300.00 (F) 119 MINOR CONCRETE (HEADWALL) CY 900.0000 9,900.00 11.000 9,900.00 11.872 10,684.80 (F) 120 ARCHITECTURAL TREATMENT SQFT 12.0000 31,200.00 2,600.000 31,200.00 121 ANTI-GRAFFITI COATING SQFT 0.5000 43,300.00 3,000.000 1,500.00 91,087.000 45,543.50 122 DRILL AND BOND DOWEL LF 40.0000 6,080.00 225.000 9,000.00 123 JACKING SUPERSTRUCTURE LS 18,000.0000 18,000.00 0.000 0.00 124 SOUND WALL (MASONRY BLOCK) SQFT 18.0000 706,896.00 41,022.000 738,396.00 (F) 125 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 910,251.00 1,011,390.000 910,251.00 (F) 126 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 197,140.00 98,570.000 197,140.00 (F) 127 BAR REINFORCING STEEL (CRASH WALL) LB 1.0000 87,500.00 101,176.000 101,176.00 (F) 128 HEADED BAR REINFORCEMENT EA 40.0000 16,320.00 408.000 16,320.00 (F) 129 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2200 214,925.34 66,747.000 214,925.34 (F) 130 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 20,024.10 66,747.000 20,024.10 (F) PROGRAM CAS145 PAGE 6 DATE 08/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 11:02 AM ESTIMATE NO. 14 BID OPENING 04/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 08/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.0000 16,940.00 267.000 3,738.00 132 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 19.0000 5,700.00 300.000 5,700.00 133 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 19.0000 3,420.00 180.000 3,420.00 180.000 3,420.00 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 135.00 15.000 135.00 (0.063"-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.5000 8,930.00 192.750 1,831.13 735.450 6,986.78 (0.080"-UNFRAMED) 136 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 750.0000 90,000.00 120.000 90,000.00 (SIGN FOUNDATION) 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 138 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 69,000.00 72.000 72,000.00 (SIGN FOUNDATION) 139 METAL (BARRIER MOUNTED SIGN) LB 67.0000 4,824.00 72.000 4,824.00 140 ROADSIDE SIGN - ONE POST EA 200.0000 6,400.00 9.000 1,800.00 26.000 5,200.00 141 ROADSIDE SIGN - TWO POST EA 500.0000 2,000.00 0.000 0.00 142 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,600.00 5.000 500.00 9.000 900.00 METHOD) 143 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 4.0000 4,840.00 1,210.000 4,840.00 144 INSTALL ROADSIDE SIGN EA 1,400.0000 2,800.00 2.000 2,800.00 2.000 2,800.00 (LAMINATED WOOD BOX POST) 145 18" ALTERNATIVE PIPE CULVERT LF 40.0000 194,800.00 62.000 2,480.00 4,883.300 195,332.00 146 24" ALTERNATIVE PIPE CULVERT LF 72.0000 3,168.00 67.500 4,860.00 147 54" REINFORCED CONCRETE PIPE LF 500.0000 115,000.00 232.000 116,000.00 148 48" REINFORCED CONCRETE PIPE (CLASS II) LF 150.0000 60,000.00 393.000 58,950.00 149 18" REINFORCED CONCRETE PIPE (CLASS II, LF 51.0000 161,670.00 3,128.380 159,547.38 RUBBER GASKET JOINT) 150 24" REINFORCED CONCRETE PIPE LF 97.0000 40,740.00 407.000 39,479.00 (CLASS II, RUBBER GASKET JOINT) 151 JACKED 48" REINFORCED CONCRETE PIPE LF 640.0000 300,800.00 240.000 153,600.00 (CLASS V) 152 14" X 23" OVAL SHAPED REINFORCED TE PIPE LF 64.0000 33,920.00 513.000 32,832.00 (CLASS III, RUBBER GASKET JOINT) 153 12" CORRUGATED STEEL PIPE (.168" THICK) LF 60.0000 780.00 0.000 0.00 154 18" CORRUGATED STEEL PIPE (.168" THICK) LF 70.0000 5,600.00 100.400 7,028.00 155 24" CORRUGATED STEEL PIPE (.168" THICK) LF 80.0000 400.00 0.000 0.00 156 8" PERFORATED STEEL PIPE UNDERDRAIN LF 18.0000 864.00 48.000 864.00 (.064" THICK) 157 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 75.0000 6,375.00 85.000 6,375.00 (.168" THICK) PROGRAM CAS145 PAGE 7 DATE 08/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 11:02 AM ESTIMATE NO. 14 BID OPENING 04/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 08/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 17.0000 901.00 64.000 1,088.00 (.064" THICK) 159 12" ANCHOR ASSEMBLY EA 170.0000 680.00 4.000 680.00 160 18" STEEL FLARED END SECTION EA 200.0000 400.00 2.000 400.00 161 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 162 36" PRECAST CONCRETE PIPE INLET LF 190.0000 22,800.00 118.400 22,496.00 163 ROCK SLOPE PROTECTION CY 117.0000 29,250.00 22.900 2,679.30 135.467 15,849.64 (BACKING NO. 1, METHOD B) 164 SLOPE PAVING (CONCRETE) CY 865.0000 83,040.00 96.000 83,040.00 96.000 83,040.00 (F) 165 SLOPE PAVING (CONCRETE) (CONCRETE PAVER) SQFT 33.0000 69,300.00 300.000 9,900.00 2,100.000 69,300.00 166 ROCK SLOPE PROTECTION FABRIC SQYD 6.0000 3,180.00 30.800 184.80 258.400 1,550.40 167 MINOR CONCRETE (MISCELLANEOUS CY 305.0000 137,250.00 15.500 4,727.50 283.500 86,467.50 CONSTRUCTION) 168 MISCELLANEOUS IRON AND STEEL LB 1.5000 75,628.50 20,486.000 30,729.00 50,419.000 75,628.50 (F) 169 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 12.0000 1,800.00 46.000 552.00 46.000 552.00 170 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 1,050.00 0.000 0.00 171 12' CHAIN LINK GATE (TYPE CL-6) EA 2,100.0000 4,200.00 0.000 0.00 172 MARKER (CULVERT) EA 38.0000 3,534.00 16.000 608.00 74.000 2,812.00 173 MARKER (CULVERT, BARRIER MOUNTED) EA 24.0000 288.00 16.000 384.00 28.000 672.00 174 METAL BEAM GUARD RAILING LF 17.0000 18,700.00 1,462.500 24,862.50 175 VEGETATION CONTROL (MINOR CONCRETE) SQYD 57.0000 360,810.00 917.000 52,269.00 2,222.140 126,661.98 176 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 82.0000 8,938.00 109.000 8,938.00 109.000 8,938.00 (F) 177 DOUBLE THRIE BEAM BARRIER LF 30.0000 262,500.00 7,893.500 236,805.00 178 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 37.0000 45,880.00 17.580 650.46 1,257.580 46,530.46 179 TRANSITION RAILING (TYPE WB) EA 3,200.0000 32,000.00 8.000 25,600.00 180 TRANSITION RAILING (TYPE DTB) EA 3,400.0000 20,400.00 1.000 3,400.00 12.000 40,800.00 181 END CAP (TYPE A) EA 80.0000 80.00 1.000 80.00 182 END CAP (TYPE TC) EA 90.0000 1,980.00 1.000 90.00 20.000 1,800.00 183 END ANCHOR ASSEMBLY (TYPE SFT) EA 580.0000 7,540.00 15.000 8,700.00 184 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 16,000.00 5.000 16,000.00 PROGRAM CAS145 PAGE 8 DATE 08/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 11:02 AM ESTIMATE NO. 14 BID OPENING 04/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 08/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 33,000.00 14.000 30,800.00 186 CONCRETE BARRIER (TYPE 736) LF 70.0000 77,910.00 1,113.000 77,910.00 (F) 187 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 100.0000 131,000.00 1,310.000 131,000.00 (F) 188 CONCRETE BARRIER (TYPE 736SV) LF 125.0000 210,000.00 1,680.000 210,000.00 189 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 94.0000 15,040.00 40.000 3,760.00 190 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 45.0000 304,200.00 7,071.000 318,195.00 191 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 30.0000 30,300.00 805.000 24,150.00 192 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 220.0000 72,600.00 330.000 72,600.00 193 CONCRETE BARRIER (TYPE 60R) LF 270.0000 70,200.00 360.000 97,200.00 194 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3900 31,239.00 79,262.000 30,912.18 79,262.000 30,912.18 195 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 365.70 690.000 365.70 690.000 365.70 196 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 7,383.00 10,857.000 7,491.33 10,857.000 7,491.33 197 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 574.00 1,879.000 657.65 1,879.000 657.65 (BROKEN 12-3) 198 THERMOPLASTIC PAVEMENT MARKING SQFT 4.3000 6,192.00 1,272.000 5,469.60 1,272.000 5,469.60 199 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 13,515.00 86,098.000 12,914.70 86,098.000 12,914.70 (BROKEN 36-12) 200 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1300 284.70 3,220.000 418.60 3,220.000 418.60 (BROKEN 17-7) 201 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3500 26,320.00 9,757.000 22,928.95 9,757.000 22,928.95 202 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 30,000.0000 30,000.00 0.837 25,110.00 SYSTEM ELEMENTS DURING CONSTRUCTION 203 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.228 45,600.00 0.799 159,800.00 204 EXTINGUISHABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.060 3,000.00 0.434 21,700.00 205 RELOCATE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.022 1,100.00 0.091 4,550.00 206 COMMUNICATION CONDUIT (BRIDGE) LS 4,000.0000 4,000.00 1.000 4,000.00 207 ELECTRIC SERVICE (IRRIGATION) LS 45,000.0000 45,000.00 0.318 14,310.00 0.802 36,090.00 208 WIRELESS MAGNETOMETER VEHICLE LS 35,000.0000 35,000.00 0.307 10,745.00 0.841 29,435.00 DETECTION SYSTEM 209 TRAFFIC MONITORING STATION LS 125,000.0000 125,000.00 0.059 7,375.00 0.909 113,625.00 210 CLOSED CIRCUIT TELEVISION SYSTEM LS 75,000.0000 75,000.00 0.713 53,475.00 211 RAMP METERING SYSTEM LS 600,000.0000 600,000.00 0.179 107,400.00 0.873 523,800.00 PROGRAM CAS145 PAGE 9 DATE 08/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 11:02 AM ESTIMATE NO. 14 BID OPENING 04/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 08/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 FIBER OPTIC CONDUIT SYSTEM LS 450,000.0000 450,000.00 0.057 25,650.00 0.840 378,000.00 213 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 214 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 33.0000 51,150.00 1,340.000 44,220.00 215 IMPORTED BIOFILTRATION SOIL CY 40.0000 29,600.00 720.000 28,800.00 216 ROADWAY EXCAVATION (TYPE Z-2) CY 78.0000 308,880.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 10 DATE 08/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 11:02 AM ESTIMATE NO. 14 BID OPENING 04/26/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 08/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,278,081.28 20,410,389.45 ADJUSTMENT OF COMPENSATION -50,894.80 579,679.66 EXTRA WORK 19,022.44 1,397,790.06 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,246,208.92 22,387,859.17 217 MOBILIZATION LS 368,200.0000 2,368,200.00 1.000 2,368,200.00 ORIGINAL CONTRACT AMOUNT 24,280,252.85 TOTAL WORK COMPLETED 1,246,208.92 24,756,059.17 MATERIALS ON HAND ON SITE 54,182.30 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -60,000.00 -69,800.00 TOTAL 1,186,208.92 24,740,441.47 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 07/07/11 77 08/31/11 08/31/11 09/28/12 82 150 10 0 98% 94% PROGRESS IS SATISFACTORY BLUNK, CHRISTOPHER RESIDENT ENGINEER PROGRAM CAS145 DATE 08/27/12