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 02/21/12 EST. NO.08 TIME 02:55 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 0128 1,191.45 E.W. @ F.A.(+) 100611 Y 5131.0 0129 571.24 100711 Y 5132.0 0130 881.34 100711 Y 5133.0 0131 903.80 100711 Y 5134.0 0132 1,173.62 100811 Y 5135.0 0133 1,478.74 100811 Y 5136.0 0134 1,619.09 101011 Y 5137.0 0135 936.13 101111 Y 5138.0 0136 824.61 101111 Y 5139.0 0137 66.40 101111 Y 5140.0 0138 429.90 101211 Y 5141.0 0139 620.21 101211 Y 5142.0 0140 571.24 101211 Y 5143.0 0141 531.16 101311 Y 5144.0 0142 1,191.45 101311 Y 5145.0 0143 770.05 101711 Y 5148.0 0144 195.85 101711 Y 5149.0 0145 801.95 101811 Y 5150.0 0146 801.95 101911 Y 5151.0 0147 801.95 102011 Y 5152.0 0148 540.82 102111 Y 5153.0 0149 540.82 102411 Y 5154.0 0150 516.34 102511 Y 5155.0 0151 777.47 102611 Y 5156.0 0152 777.47 102711 Y 5157.0 0153 777.47 102811 Y 5158.0 0154 261.13 103111 Y 5159.0 0155 579.72 110111 Y 5160.0 0156 318.59 110211 Y 5161.0 0157 261.13 110211 Y 5162.0 0158 261.13 110311 Y 5163.0 0159 579.72 110311 Y 5164.0 0160 261.13 110411 Y 5165.0 0161 295.10 111111 Y 5166.0 0162 620.21 101411 Y 5146.0 0163 531.16 101411 Y 5147.0 0164 118.26 120111 Y 5167.0 0165 97.93 120211 Y 5168.0 0171 195.85 111011 Y 5182.0 0172 228.49 101011 Y 5183.0 0173 195.85 110711 Y 5186.0 0174 40.13 091411 Y 5188.0 0176 97.93 120611 Y 5192.0 0177 195.85 120711 Y 5193.0 0178 326.41 120811 Y 5194.0 0181 742.53 122111 N 0165.0 0192 473.01 110711 Y 5231.0 0194 768.15 120911 N 0189.0 0195 96.02 011012 N 0199.0 0233 192.04 121611 N 0160.0 002 0004 372.32 E.W. @ F.A.(+) 101111 Y 5115.0 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 02/21/12 EST. NO.08 TIME 02:55 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 --------------------------------------------------------------------------- 0010 595.41 121511 N 0183.0 0014 1,700.33 011912 N 0218.0 006 0018 790.54 E.W. @ F.A.(+) 100811 Y 5112.0 0019 1,387.57 101011 Y 5113.0 0020 902.21 101111 Y 5116.0 0021 1,592.83 101211 Y 5117.0 0022 529.43 101711 Y 5119.0 0023 264.72 101811 Y 5120.0 0029 3,852.68 113011 N 0146.0 0031 1,573.52 083011 N 0039.0 0032 1,177.76 111711 N 5216.0 010 0008 1,354.95 E.W. @ F.A.(+) 102511 N 0069.0 0008-1 -1,354.95 102511 N 0069.0 DAO CORRECTING ENTRY 0009 1,105.96 102511 N 0069.1 0013 1,508.16 010612 N 0207.0 012 0015 1,501.51 E.W. @ F.A.(+) 122311 N 0184.0 0017 738.36 111411 N 0114.1 0018 696.59 011812 N 0217.0 013 0003 410.02 A.C. @ L.S.(+) 021612 N C13020 014 0004 3,221.71 E.W. @ F.A.(+) 122211 N 0190.0 0005 919.88 010612 N 0197.0 0006 2,199.65 010912 N 0198.0 0007 3,134.90 011012 N 0200.0 0010 486.88 011212 N 0209.0 021 0004 14,613.38 E.W. @ F.A.(+) 110911 N 0100.0 0006 9,948.93 110311 N 0086.0 0006-1 -9,948.93 110311 N 0086.0 DAO CORRECTING ENTRY 0009 1,129.23 111411 N 0112.0 0010 5,244.43 111711 N 0123.0 0011 1,102.52 102411 Y 5122.0 0012 2,512.61 102511 Y 5123.0 0013 851.43 111111 Y 5129.0 0014 3,184.14 111511 Y 5130.0 0016 4,082.74 111111 N 0109.0 0022-1 -976.51 111411 N 0140.0 DAO CORRECTING ENTRY 0023 617.67 101411 Y 5185.1 0025 10,635.68 110311 N 0086.1 0026 10,288.06 111011 N 0107.1 0027 952.64 111411 N 0114.2 0028 7,975.82 110211 N 84.1 0 022 0009 1,404.51 E.W. @ F.A.(+) 110811 N 0096.0 0011 1,418.89 110911 N 0101.0 0013 3,273.85 111411 N 0113.0 0014 1,204.55 103111 N 0116.0 0015-1 -3,351.69 103111 N 0117.0 DAO CORRECTING ENTRY 0018 6,575.67 110911 N 0102.0 0026 3,062.60 120111 N 0148.0 0027 764.55 110711 N 0092.0 0029 2,219.91 103111 N 0175.0 0031 1,235.45 120211 N 0188.0 0032 1,441.94 102611 N 0071.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 02/21/12 EST. NO.08 TIME 02:55 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 --------------------------------------------------------------------------- 0033 4,007.73 103111 N 0117.1 024 0005 1,153.54 E.W. @ F.A.(+) 111711 N 0142.0 0006 9,011.35 103111 N 0075.1 0007 508.02 120911 N 0152.0 027 0001 30,841.91 A.C. @ L.S.(+) 021612 N C27000 185,679.55 TOTAL THIS ESTIMATE 462,572.78 TOTAL PREVIOUS ESTIMATE 648,252.33 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 02/21/12 EST. NO.08 TIME 02:55 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 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 02:55 PM ESTIMATE NO. 08 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 02/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 02/21/12 LOCATION 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 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 0.833 3,748.50 007 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.001 2.00 0.835 1,670.00 PREVENTION PLAN 008 TEMPORARY SILT FENCE LF 2.7500 10,230.00 5,325.500 14,645.13 009 TEMPORARY CONSTRUCTION ENTRANCE EA 2,950.0000 56,050.00 16.000 47,200.00 010 TEMPORARY COVER SQYD 2.0000 30,000.00 1,884.553 3,769.11 13,204.892 26,409.78 011 TEMPORARY CHECK DAM LF 5.0000 9,100.00 1,643.000 8,215.00 012 MOVE-IN/MOVE-OUT EA 2,500.0000 15,000.00 1.000 2,500.00 6.000 15,000.00 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 28,050.00 24.000 3,960.00 244.000 40,260.00 014 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 12,740.00 5,900.000 11,800.00 68,610.250 137,220.50 (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 15,000.0000 15,000.00 0.001 15.00 0.833 12,495.00 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 8,000.0000 8,000.00 0.001 8.00 0.833 6,664.00 017 TEMPORARY SOIL BINDER SQYD 0.1400 42,000.00 44,703.288 6,258.46 018 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 2.000 1,000.00 10.000 5,000.00 019 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 64.00 021 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 0.833 124,950.00 PROGRAM CAS145 PAGE 2 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 02:55 PM ESTIMATE NO. 08 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 02/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 232,750.00 400.000 1,960.00 50,754.000 248,694.60 029 TEMPORARY CRASH CUSHION MODULE EA 74.0000 15,540.00 14.000 1,036.00 140.000 10,360.00 030 ALTERNATIVE TEMPORARY CRASH CUSHION EA 500.0000 65,000.00 20.000 10,000.00 269.000 134,500.00 031 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 95.000 332.50 18,669.500 65,343.25 036 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 2.000 6,000.00 040 REMOVE SIGN PANEL EA 215.0000 1,935.00 -1.000 -215.00 0.000 0.00 041 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 1,955.00 0.000 0.00 042 REMOVE CULVERT EA 500.0000 11,500.00 14.000 7,000.00 043 REMOVE INLET EA 400.0000 24,800.00 5.000 2,000.00 49.000 19,600.00 044 REMOVE DOWNDRAIN EA 600.0000 1,800.00 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 5,000.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8000 28,980.00 0.000 0.00 049 REMOVE CONCRETE CY 65.0000 11,700.00 50.421 3,277.37 185.221 12,039.37 PROGRAM CAS145 PAGE 3 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 02:55 PM ESTIMATE NO. 08 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 02/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.001 50.00 0.833 41,650.00 055 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.000 0.00 056 ROADWAY EXCAVATION CY 11.0000 414,700.00 2,745.017 30,195.19 37,279.862 410,078.48 057 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.001 3.00 0.833 2,499.00 058 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 71.600 6,802.00 1,316.800 125,096.00 (F) 063 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 159,600.00 980.000 58,800.00 2,660.000 159,600.00 (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 11.000 1,100.00 83.000 8,300.00 (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 30,780.00 125.000 4,750.00 224.000 8,512.00 071 FIBER ROLLS LF 2.4000 16,344.00 2,040.000 4,896.00 072 COMPOST (INCORPORATE) SQYD 5.2500 53,550.00 892.600 4,686.15 073 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 9,000.00 1.000 750.00 5.000 3,750.00 074 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0700 42,770.00 87,120.000 6,098.40 157,806.000 11,046.42 075 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 1,073.000 15,022.00 PROGRAM CAS145 PAGE 4 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 02:55 PM ESTIMATE NO. 08 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 02/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,805.276 13,088.25 21,520.659 156,024.78 082 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 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 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 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 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 02:55 PM ESTIMATE NO. 08 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 02/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 -115.000 -5,750.00 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 0.200 16,000.00 0.200 16,000.00 112 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 112,200.00 187.000 112,200.00 (F) 113 STRUCTURAL CONCRETE, BRIDGE CY 685.0000 1,287,800.00 131.000 89,735.00 1,002.000 686,370.00 (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 0.000 0.00 (F) 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 233,200.00 25.400 25,400.00 181.100 181,100.00 (F) 117 MINOR CONCRETE (APRON) CY 475.0000 47,975.00 18.230 8,659.25 31.630 15,024.25 (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 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 6,080.00 124.000 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 35,000.000 31,500.00 653,834.000 588,450.60 (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 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 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 02:55 PM ESTIMATE NO. 08 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 02/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 48.700 1,948.00 4,330.900 173,236.00 146 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 161,670.00 134.700 6,869.70 2,162.800 110,302.80 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 33,920.00 417.500 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 6.600 462.00 63.400 4,438.00 155 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 (.168" THICK) PROGRAM CAS145 PAGE 7 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 02:55 PM ESTIMATE NO. 08 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 02/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 680.00 160 18" STEEL FLARED END SECTION EA 200.0000 400.00 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 22,800.00 112.900 21,451.00 163 ROCK SLOPE PROTECTION CY 117.0000 29,250.00 101.567 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 3,180.00 185.600 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 7,318.000 10,977.00 21,481.000 32,221.50 (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 360,810.00 220.490 12,567.93 489.690 27,912.33 176 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 7,456.000 223,680.00 178 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 37.0000 45,880.00 971.000 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 3.000 10,200.00 9.000 30,600.00 181 END CAP (TYPE A) EA 80.0000 80.00 0.000 0.00 182 END CAP (TYPE TC) EA 90.0000 1,980.00 8.000 720.00 183 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 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 02:55 PM ESTIMATE NO. 08 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 02/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 (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 72,000.00 189 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 5,772.000 259,740.00 191 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 70,200.00 360.000 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 0.833 24,990.00 SYSTEM ELEMENTS DURING CONSTRUCTION 203 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 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 0.344 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 0.070 8,750.00 0.387 48,375.00 210 CLOSED CIRCUIT TELEVISION SYSTEM LS 75,000.0000 75,000.00 0.442 33,150.00 0.713 53,475.00 211 RAMP METERING SYSTEM LS 600,000.0000 600,000.00 0.348 208,800.00 0.579 347,400.00 PROGRAM CAS145 PAGE 9 DATE 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 02:55 PM ESTIMATE NO. 08 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 02/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.777 349,650.00 213 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 02/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-264064 TIME 02:55 PM ESTIMATE NO. 08 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 02/20/12 R.E. NAME: BLUNK, CHRISTOPHER DATE OF THIS ESTIMATE 02/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 625,875.20 12,065,719.46 ADJUSTMENT OF COMPENSATION 31,251.93 137,491.55 EXTRA WORK 154,427.62 510,760.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 811,554.75 12,713,971.79 217 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 811,554.75 15,082,171.79 MATERIALS ON HAND ON SITE 270,717.97 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 811,554.75 15,352,889.76 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 05/09/12 101 14 0 0 60% 64% PROGRESS IS SATISFACTORY DEFERRED CCO DAYS BLUNK, CHRISTOPHER RESIDENT ENGINEER PROGRAM CAS145 DATE 02/21/12