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 01/23/12 EST. NO.07 TIME 01:51 PM 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 0167 3,676.70 E.W. @ F.A.(+) 112111 N 0128.0 0179 516.32 120111 N 0147.0 0180 256.05 121411 N 0157.0 0182 3,335.78 121611 N 0155.0 002 0006 302.18 E.W. @ F.A.(+) 110911 N 0137.0 006 0028 2,093.22 E.W. @ F.A.(+) 112811 N 0144.0 012 0008 6,237.91 E.W. @ F.A.(+) 111011 N 0106.0 0009 405.72 082211 N 0131.0 0010 714.49 111111 N 0138.0 0011 1,277.77 111111 N 0139.0 0012 1,528.64 111211 N 0111.0 0013 1,905.28 111511 N 0156.0 013 0001 4,100.20 A.C. @ L.S.(+) 122011 N C13000 0002 2,549.04 011912 N C13010 014 0002 833.05 E.W. @ F.A.(+) 121611 N 0159.0 0003 1,326.34 112911 N 145.10 018 0001 2,844.49 E.W. @ F.A.(+) 081211 N 0029.0 0002 1,117.75 083011 N 0132.0 0003 1,687.13 091211 Y 0038.0 021 0001 2,801.07 E.W. @ F.A.(+) 103111 N 0118.0 0002 8,816.89 110211 N 0084.0 0002-1 -8,816.89 110211 N 0084.0 DAO CORRECTING ENTRY 0002-2 8,219.36 110211 N 0084.0 DAO CORRECTING ENTRY 0002-3 -8,219.36 110211 N 0084.0 DAO CORRECTING ENTRY 0003 4,920.77 110711 N 0094.0 0003-1 -4,920.77 110711 N 0094.0 DAO CORRECTING ENTRY 0003-2 4,374.08 110711 N 0094.0 DAO CORRECTING ENTRY 0005 1,345.90 102611 N 0070.0 0007 8,396.37 110411 N 0088.0 0017 1,192.51 110911 N 0130.0 0021 30,166.05 110111 N 0080.0 0021-1 -30,166.05 110111 N 0080.0 DAO CORRECTING ENTRY 0021-2 29,856.13 110111 N 0080.0 DAO CORRECTING ENTRY 0022 976.51 111411 N 0140.0 022 0001 8,342.71 E.W. @ F.A.(+) 110711 N 0090.0 0002 9,893.39 110811 N 0095.0 0003 4,678.63 101111 N 0063.0 0004 907.97 102011 N 0065.0 0005 1,072.65 102411 N 0068.0 0007 1,204.55 102711 N 0072.0 0008 1,204.55 102811 N 0074.0 0010 1,413.03 110811 N 0099.0 0012 2,550.54 110911 N 0104.0 0015 3,351.69 103111 N 0117.0 0016 616.28 082511 N 0120.0 0017 1,130.25 110711 N 0091.0 0019 1,112.71 111011 N 0108.0 0020 1,909.46 111111 N 0110.0 0021 1,928.99 101011 N 0121.0 0022 2,927.36 092711 N 0133.0 0023 704.00 102211 N 0134.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/23/12 EST. NO.07 TIME 01:51 PM 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 --------------------------------------------------------------------------- 0024 704.00 102311 N 0135.0 0025 1,072.65 102511 N 0136.0 0028 1,179.75 120111 N 0174.0 0030 85,749.92 A.C. @ L.S.(+) 102711 N C22000 024 0002 9,180.80 E.W. @ F.A.(+) 110111 N 0078.0 0004 541.48 111611 N 0141.0 025 0001 22,605.00 A.C. @ L.S.(+) 091111 N C25000 0001-1 -22,605.00 091111 N C25000 DAO CORRECTING ENTRY 0001-2 22,605.04 091111 N C25000 DAO CORRECTING ENTRY 251,633.03 TOTAL THIS ESTIMATE 210,939.75 TOTAL PREVIOUS ESTIMATE 462,572.78 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 01/23/12 EST. NO.07 TIME 01:51 PM R.E. NAME: BLUNK, CHRISTOPHER 04-264064 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 01:51 PM ESTIMATE NO. 07 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 01/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 01/23/12 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 0.250 500.00 0.750 1,500.00 002 TIME-RELATED OVERHEAD LS 400,000.0000 400,000.00 0.169 67,600.00 1.000 400,000.00 003 TEMPORARY FENCE (TYPE CL-6) LF 30.0000 1,770.00 0.000 0.00 004 TEMPORARY FENCE (TYPE ESA) LF 2.1000 40,320.00 19,928.000 41,848.80 005 ITEM DELETED PER ADDENDUM LS 0.0100 0.01 0.000 0.00 006 CONSTRUCTION SITE MANAGEMENT LS 4,500.0000 4,500.00 0.001 4.50 0.832 3,744.00 007 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.001 2.00 0.834 1,668.00 PREVENTION PLAN 008 TEMPORARY SILT FENCE LF 2.7500 10,230.00 210.000 577.50 5,325.500 14,645.13 009 TEMPORARY CONSTRUCTION ENTRANCE EA 2,950.0000 56,050.00 1.000 2,950.00 16.000 47,200.00 010 TEMPORARY COVER SQYD 2.0000 30,000.00 3,281.110 6,562.22 11,320.339 22,640.68 011 TEMPORARY CHECK DAM LF 5.0000 9,100.00 22.000 110.00 1,643.000 8,215.00 012 MOVE-IN/MOVE-OUT EA 2,500.0000 15,000.00 1.000 2,500.00 5.000 12,500.00 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 28,050.00 38.000 6,270.00 220.000 36,300.00 014 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 12,740.00 13,580.000 27,160.00 62,710.250 125,420.50 (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 15,000.0000 15,000.00 0.001 15.00 0.832 12,480.00 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,000.0000 8,000.00 0.001 8.00 0.832 6,656.00 017 TEMPORARY SOIL BINDER SQYD 0.1400 42,000.00 34,000.000 4,760.00 44,703.288 6,258.46 018 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 1.000 500.00 8.000 4,000.00 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0.00 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 64.0000 2,560.00 1.000 64.00 1.000 64.00 021 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.766 22,980.00 022 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.001 150.00 0.832 124,800.00 PROGRAM CAS145 PAGE 2 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 01:51 PM ESTIMATE NO. 07 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 01/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 250.00 024 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 40,095.00 61,775.000 27,798.75 025 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 22,800.00 54.000 1,620.00 026 TEMPORARY PAVEMENT MARKER EA 1.5500 18,290.00 8,754.000 13,568.70 027 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.000 0.00 028 TEMPORARY RAILING (TYPE K) LF 4.9000 232,750.00 2,300.000 11,270.00 50,354.000 246,734.60 029 TEMPORARY CRASH CUSHION MODULE EA 74.0000 15,540.00 14.000 1,036.00 126.000 9,324.00 030 ALTERNATIVE TEMPORARY CRASH CUSHION EA 500.0000 65,000.00 70.000 35,000.00 249.000 124,500.00 031 CLEANING AND INSPECTING PIPE EA 4,000.0000 8,000.00 0.000 0.00 032 ABANDON CULVERT EA 1,200.0000 6,000.00 5.000 6,000.00 033 ABANDON IRRIGATION CROSSOVER EA 400.0000 2,000.00 2.000 800.00 034 REMOVE FENCE LF 2.2000 2,640.00 1,494.000 3,286.80 035 REMOVE METAL BEAM GUARD RAILING LF 3.5000 71,050.00 106.000 371.00 18,574.500 65,010.75 036 REMOVE PAVEMENT MARKING SQFT 1.9000 2,793.00 1,461.000 2,775.90 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 47,628.00 58,307.000 31,485.78 038 REMOVE ROADSIDE SIGN EA 100.0000 1,200.00 0.000 0.00 039 REMOVE SIGN STRUCTURE EA 3,000.0000 6,000.00 1.000 3,000.00 1.000 3,000.00 040 REMOVE SIGN PANEL EA 215.0000 1,935.00 1.000 215.00 1.000 215.00 041 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 1,955.00 0.000 0.00 042 REMOVE CULVERT EA 500.0000 11,500.00 3.000 1,500.00 14.000 7,000.00 043 REMOVE INLET EA 400.0000 24,800.00 12.000 4,800.00 44.000 17,600.00 044 REMOVE DOWNDRAIN EA 600.0000 1,800.00 1.000 600.00 2.000 1,200.00 045 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 0.500 5,000.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8000 28,980.00 0.000 0.00 049 REMOVE CONCRETE CY 65.0000 11,700.00 37.400 2,431.00 134.800 8,762.00 PROGRAM CAS145 PAGE 3 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 01:51 PM ESTIMATE NO. 07 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 01/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 810.00 9.000 7,290.00 051 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 0.750 18,750.00 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 0.001 50.00 0.832 41,600.00 055 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.000 0.00 056 ROADWAY EXCAVATION CY 11.0000 414,700.00 34,534.845 379,883.30 057 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.001 3.00 0.832 2,496.00 058 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 0.000 0.00 (F) 061 STRUCTURE BACKFILL (BRIDGE) CY 90.0000 85,050.00 28.000 2,520.00 (F) 062 STRUCTURE BACKFILL (SLURRY CEMENT) CY 95.0000 152,475.00 370.500 35,197.50 1,245.200 118,294.00 (F) 063 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 159,600.00 1,680.000 100,800.00 (F) 064 PERVIOUS BACKFILL MATERIAL CY 170.0000 7,820.00 4.000 680.00 (F) 065 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 8,300.00 72.000 7,200.00 (F) WALL) 066 STRUCTURE BACKFILL (CRASH WALL) CY 40.0000 25,800.00 0.000 0.00 (F) 067 SAND BACKFILL CY 120.0000 5,880.00 49.000 5,880.00 068 DITCH EXCAVATION CY 34.5000 58,305.00 698.111 24,084.83 069 IMPORTED MATERIAL (SHOULDER BACKING) TON 28.0000 43,120.00 0.000 0.00 070 EROSION CONTROL (COMPOST BLANKET) CY 38.0000 30,780.00 7.000 266.00 99.000 3,762.00 071 FIBER ROLLS LF 2.4000 16,344.00 2,040.000 4,896.00 072 COMPOST (INCORPORATE) SQYD 5.2500 53,550.00 166.000 871.50 892.600 4,686.15 073 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 1.000 750.00 4.000 3,000.00 074 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0700 42,770.00 5,900.000 413.00 70,686.000 4,948.02 075 ROLLED EROSION CONTROL PRODUCT SQFT 0.4500 18,675.00 3,003.000 1,351.35 (NETTING) 076 PLANT (GROUP M) EA 14.0000 19,460.00 216.000 3,024.00 1,073.000 15,022.00 PROGRAM CAS145 PAGE 4 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 01:51 PM ESTIMATE NO. 07 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 01/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 081 CLASS 4 AGGREGATE SUBBASE CY 7.2500 192,850.00 19,715.383 142,936.53 082 CLASS 2 AGGREGATE BASE CY 70.0000 53,900.00 0.000 0.00 083 LEAN CONCRETE BASE CY 79.7500 1,419,550.00 601.000 47,929.75 14,388.727 1,147,500.98 084 CRACK TREATMENT LNMI 6,500.0000 123,500.00 0.000 0.00 085 REPLACE ASPHALT CONCRETE SURFACING CY 191.0000 418,290.00 0.000 0.00 086 HOT MIX ASPHALT TON 75.0000 2,250,000.00 1,754.760 131,607.00 19,229.156 1,442,186.70 087 HOT MIX ASPHALT (OPEN GRADED) TON 85.0000 986,000.00 0.000 0.00 088 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 95.0000 1,007,000.00 0.000 0.00 089 RUMBLE STRIP STA 500.0000 7,000.00 0.000 0.00 090 DATA CORE LS 4,000.0000 4,000.00 0.000 0.00 091 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7500 997.50 0.000 0.00 092 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.7500 10,990.00 0.000 0.00 093 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7500 1,085.00 0.000 0.00 094 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7500 2,380.00 0.000 0.00 095 PLACE HOT MIX ASPHALT SQYD 15.0000 26,400.00 0.000 0.00 (MISCELLANEOUS AREA) 096 TACK COAT TON 525.0000 63,000.00 2.763 1,450.58 31.589 16,584.23 097 REPLACE CONCRETE PAVEMENT CY 610.0000 7,320.00 0.000 0.00 (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 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 01:51 PM ESTIMATE NO. 07 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 01/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,352.000 117,600.00 4,720.000 236,000.00 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 0.000 0.00 112 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 112,200.00 187.000 112,200.00 (F) 113 STRUCTURAL CONCRETE, BRIDGE CY 685.0000 1,287,800.00 525.000 359,625.00 871.000 596,635.00 (F) 114 STRUCTURAL CONCRETE, RETAINING WALL CY 475.0000 653,600.00 132.000 62,700.00 1,376.000 653,600.00 (F) 115 STRUCTURAL CONCRETE, CRASH WALL CY 425.0000 293,675.00 0.000 0.00 (F) 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 233,200.00 65.300 65,300.00 155.700 155,700.00 (F) 117 MINOR CONCRETE (APRON) CY 475.0000 47,975.00 13.400 6,365.00 (F) 118 MINOR CONCRETE (SOUND WALL) CY 700.0000 6,300.00 9.000 6,300.00 9.000 6,300.00 (F) 119 MINOR CONCRETE (HEADWALL) CY 900.0000 9,900.00 -5.400 -4,860.00 0.872 784.80 (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 0.000 0.00 122 DRILL AND BOND DOWEL LF 40.0000 6,080.00 21.000 840.00 124.000 4,960.00 123 JACKING SUPERSTRUCTURE LS 18,000.0000 18,000.00 0.000 0.00 124 SOUND WALL (MASONRY BLOCK) SQFT 18.0000 706,896.00 0.000 0.00 (F) 125 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 910,251.00 117,834.000 106,050.60 618,834.000 556,950.60 (F) 126 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 197,140.00 9,456.000 18,912.00 98,570.000 197,140.00 (F) 127 BAR REINFORCING STEEL (CRASH WALL) LB 1.0000 87,500.00 0.000 0.00 (F) 128 HEADED BAR REINFORCEMENT EA 40.0000 16,320.00 0.000 0.00 (F) 129 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2200 214,925.34 0.000 0.00 (F) 130 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 20,024.10 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 01:51 PM ESTIMATE NO. 07 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 01/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 132 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 19.0000 5,700.00 0.000 0.00 133 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 19.0000 3,420.00 0.000 0.00 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 135.00 0.000 0.00 (0.063"-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.5000 8,930.00 0.000 0.00 (0.080"-UNFRAMED) 136 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 750.0000 90,000.00 0.000 0.00 (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 0.000 0.00 (SIGN FOUNDATION) 139 METAL (BARRIER MOUNTED SIGN) LB 67.0000 4,824.00 0.000 0.00 140 ROADSIDE SIGN - ONE POST EA 200.0000 6,400.00 0.000 0.00 141 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 0.000 0.00 METHOD) 143 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 4.0000 4,840.00 0.000 0.00 144 INSTALL ROADSIDE SIGN EA 1,400.0000 2,800.00 0.000 0.00 (LAMINATED WOOD BOX POST) 145 18" ALTERNATIVE PIPE CULVERT LF 40.0000 194,800.00 2,023.100 80,924.00 4,282.200 171,288.00 146 24" ALTERNATIVE PIPE CULVERT LF 72.0000 3,168.00 4.500 324.00 147 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 161,670.00 209.000 10,659.00 2,028.100 103,433.10 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 0.000 0.00 (CLASS V) 152 14" X 23" OVAL SHAPED REINFORCED TE PIPE LF 64.0000 33,920.00 81.000 5,184.00 417.500 26,720.00 (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 33.400 2,338.00 56.800 3,976.00 155 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 0.000 0.00 (.064" THICK) 157 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 75.0000 6,375.00 85.000 6,375.00 85.000 6,375.00 (.168" THICK) PROGRAM CAS145 PAGE 7 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 01:51 PM ESTIMATE NO. 07 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 01/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 68.00 (.064" THICK) 159 12" ANCHOR ASSEMBLY EA 170.0000 680.00 2.000 340.00 2.000 340.00 160 18" STEEL FLARED END SECTION EA 200.0000 400.00 1.000 200.00 1.000 200.00 161 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 2.200 418.00 112.900 21,451.00 163 ROCK SLOPE PROTECTION CY 117.0000 29,250.00 44.937 5,257.63 101.567 11,883.34 (BACKING NO. 1, METHOD B) 164 SLOPE PAVING (CONCRETE) CY 865.0000 83,040.00 0.000 0.00 (F) 165 SLOPE PAVING (CONCRETE) (CONCRETE PAVER) SQFT 33.0000 69,300.00 0.000 0.00 166 ROCK SLOPE PROTECTION FABRIC SQYD 6.0000 3,180.00 82.700 496.20 185.600 1,113.60 167 MINOR CONCRETE (MISCELLANEOUS CY 305.0000 137,250.00 0.000 0.00 CONSTRUCTION) 168 MISCELLANEOUS IRON AND STEEL LB 1.5000 75,628.50 7,345.000 11,017.50 14,163.000 21,244.50 (F) 169 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 12.0000 1,800.00 0.000 0.00 170 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 0.000 0.00 173 MARKER (CULVERT, BARRIER MOUNTED) EA 24.0000 288.00 0.000 0.00 174 METAL BEAM GUARD RAILING LF 17.0000 18,700.00 0.000 0.00 175 VEGETATION CONTROL (MINOR CONCRETE) SQYD 57.0000 360,810.00 103.200 5,882.40 269.200 15,344.40 176 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 82.0000 8,938.00 0.000 0.00 (F) 177 DOUBLE THRIE BEAM BARRIER LF 30.0000 262,500.00 2,726.000 81,780.00 7,456.000 223,680.00 178 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 37.0000 45,880.00 971.000 35,927.00 971.000 35,927.00 179 TRANSITION RAILING (TYPE WB) EA 3,200.0000 32,000.00 0.000 0.00 180 TRANSITION RAILING (TYPE DTB) EA 3,400.0000 20,400.00 6.000 20,400.00 6.000 20,400.00 181 END CAP (TYPE A) EA 80.0000 80.00 0.000 0.00 182 END CAP (TYPE TC) EA 90.0000 1,980.00 8.000 720.00 8.000 720.00 183 END ANCHOR ASSEMBLY (TYPE SFT) EA 580.0000 7,540.00 0.000 0.00 184 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 16,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 01:51 PM ESTIMATE NO. 07 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 01/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 186 CONCRETE BARRIER (TYPE 736) LF 70.0000 77,910.00 520.000 36,400.00 520.000 36,400.00 (F) 187 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 100.0000 131,000.00 0.000 0.00 (F) 188 CONCRETE BARRIER (TYPE 736SV) LF 125.0000 210,000.00 576.000 72,000.00 576.000 72,000.00 189 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 5,772.000 259,740.00 5,772.000 259,740.00 191 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 30.0000 30,300.00 0.000 0.00 192 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 220.0000 72,600.00 330.000 72,600.00 193 CONCRETE BARRIER (TYPE 60R) LF 270.0000 70,200.00 155.000 41,850.00 360.000 97,200.00 194 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3900 31,239.00 0.000 0.00 195 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 365.70 0.000 0.00 196 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 7,383.00 0.000 0.00 197 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 574.00 0.000 0.00 (BROKEN 12-3) 198 THERMOPLASTIC PAVEMENT MARKING SQFT 4.3000 6,192.00 0.000 0.00 199 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 13,515.00 0.000 0.00 (BROKEN 36-12) 200 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1300 284.70 0.000 0.00 (BROKEN 17-7) 201 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.3500 26,320.00 0.000 0.00 202 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 30,000.0000 30,000.00 0.001 30.00 0.832 24,960.00 SYSTEM ELEMENTS DURING CONSTRUCTION 203 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.010 2,000.00 0.139 27,800.00 204 EXTINGUISHABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.000 0.00 205 RELOCATE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.000 0.00 206 COMMUNICATION CONDUIT (BRIDGE) LS 4,000.0000 4,000.00 0.000 0.00 207 ELECTRIC SERVICE (IRRIGATION) LS 45,000.0000 45,000.00 0.078 3,510.00 0.344 15,480.00 208 WIRELESS MAGNETOMETER VEHICLE LS 35,000.0000 35,000.00 0.000 0.00 DETECTION SYSTEM 209 TRAFFIC MONITORING STATION LS 125,000.0000 125,000.00 0.055 6,875.00 0.317 39,625.00 210 CLOSED CIRCUIT TELEVISION SYSTEM LS 75,000.0000 75,000.00 0.161 12,075.00 0.271 20,325.00 211 RAMP METERING SYSTEM LS 600,000.0000 600,000.00 0.051 30,600.00 0.231 138,600.00 PROGRAM CAS145 PAGE 9 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 01:51 PM ESTIMATE NO. 07 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 01/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.031 13,950.00 0.777 349,650.00 213 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 1,190.000 39,270.00 215 IMPORTED BIOFILTRATION SOIL CY 40.0000 29,600.00 645.000 25,800.00 216 ROADWAY EXCAVATION (TYPE Z-2) CY 78.0000 308,880.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 10 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 01:51 PM ESTIMATE NO. 07 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 01/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,905,494.88 11,439,844.28 ADJUSTMENT OF COMPENSATION 115,004.20 106,239.62 EXTRA WORK 136,628.83 356,333.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,157,127.91 11,902,417.06 217 MOBILIZATION LS 368,200.0000 2,368,200.00 0.050 118,410.00 1.000 2,368,200.00 ORIGINAL CONTRACT AMOUNT 24,280,252.85 TOTAL WORK COMPLETED 2,275,537.91 14,270,617.06 MATERIALS ON HAND ON SITE 265,013.99 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,275,537.91 14,535,631.05 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 04/13/12 82 12 0 0 57% 88% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE DEFERRED CCO DAYS BLUNK, CHRISTOPHER RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/12