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 11/22/13 EST. NO.10 TIME 07:46 AM R.E. NAME: MEHARENA, EPHREM 04-3A9224 --------------------------------------------------------------------------- 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 0001 323.62 E.W. @ F.A.(+) 051013 N 0010.0 0002 1,117.42 082013 N 0066.0 0003 360.10 090413 N 0069.0 0004 1,226.70 081613 N 0064.0 0005 823.32 081913 N 0065.0 003 0006 3,050.00 E.W. @ F.A.(+) 071213 N 0079.0 005 0001 565.40 E.W. @ F.A.(+) 040913 N 0003.0 0002 637.67 041013 N 0004.0 0003 641.64 042213 N 0005.0 0004 537.20 042513 N 0006.0 0005 1,916.27 040813 N 0002.0 0006 6,160.00 030813 N 0013.0 0007 1,566.40 052913 N 0014.0 0008 448.36 062513 N 0023.0 0009 423.13 062613 N 0024.0 0010 1,049.61 040813 N 0027.0 0011 38.67 062613 N 0061.0 007 0001 1,077.83 E.W. @ F.A.(+) 042413 N 0007.0 0002 660.86 050313 N 0009.0 0003 865.91 053113 N 0015.0 0004 1,117.62 042513 N 0008.0 008 0001 2,157.97 E.W. @ F.A.(+) 043013 N 0011.0 0002 267.24 050613 N 0012.0 0003 658.60 062713 N 0026.0 0004 927.47 082913 N 0068.0 0005 1,065.11 070313 N 0055.0 011 0008 1,737.94 E.W. @ F.A.(+) 071013 N 0056.0 012 0001 2,807.16 E.W. @ F.A.(+) 061013 N 0021.0 0003 3,119.28 080913 N 0063.0 0004 15,672.87 080213 N 0081.0 013 0002 1,884.79 E.W. @ F.A.(+) 060313 N 0017.0 0003 1,834.65 060513 N 0018.0 014 0001 271.84 E.W. @ F.A.(+) 082013 N 0067.0 0002 961.88 070313 N 0054.0 0006 498.37 092513 N 0072.0 0008 1,351.38 073013 N 58.1 0 0010 251.16 091013 N 0070.1 015 0001 423.13 E.W. @ F.A.(+) 062613 N 0025.0 0002 36,201.28 062413 N 0052.0 0003 1,703.09 071113 N 0057.0 98,402.94 TOTAL THIS ESTIMATE 8,166.56 TOTAL PREVIOUS ESTIMATE 106,569.50 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 11/22/13 EST. NO.10 TIME 07:46 AM R.E. NAME: MEHARENA, EPHREM 04-3A9224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITEM128OUTOFSTATEINS -2,000.00 10 ITEM196OUTOFSTATEINS -2,000.00 10 -4,000.00 -4,000.00 TOTAL DEDUCTIONS -4,000.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 07:46 AM ESTIMATE NO. 10 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 11/22/13 LOCATION PROGRESS ESTIMATE 04-ALA-880-24.0/25.5 ----------------- RGW CONSTRUCTION, INC. IN ALAMEDA COUNTY FROM 0.2 MILE 550 GREENVILLE ROAD NORTH OF ROUTE 112/880 SEPARATION LIVERMORE, CA 94550 TO HEGENBERGER ROAD OVERCROSSING FED. AID NO. N O N E ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.500 2,000 002 SURVEY OF EXISTING NON-HIGHWAY LS 150,000.0000 150,000.00 0.496 74,400 FACILITIES 003 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 3,520.00 1,250.000 10,000 004 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 28,500.00 1,114.000 16,710 (VISIBILTY SCREEN) 005 TEMPORARY FENCE (TYPE ESA) LF 4.0000 16,400.00 2,894.000 11,576 006 TEMPORARY ACTIVE TREATMENT SYSTEM LS 14,000.0000 14,000.00 0.000 0 007 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 0.059 2,065.00 0.603 21,105 008 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.080 176.00 0.750 1,650 PREVENTION PLAN 009 TEMPORARY EROSION CONTROL BLANKET SQYD 2.8000 14,308.00 0.000 0 010 TEMPORARY FIBER ROLL LF 3.4000 5,100.00 705.000 2,397.00 2,316.000 7,874 011 TEMPORARY SILT FENCE LF 3.6000 9,360.00 250.000 900.00 3,262.000 11,743 012 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,850.0000 18,500.00 1.000 1,850.00 8.000 14,800 013 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 30,000.00 7.000 21,000 014 TEMPORARY COVER SQYD 2.5000 6,950.00 30.900 77 015 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 4,500.00 25.000 3,750 016 STREET SWEEPING LS 30,000.0000 30,000.00 0.059 1,770.00 0.603 18,090 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 018 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 450,000.00 22.000 26,400.00 204.000 244,800 019 CONSTRUCTION AREA SIGNS LS 18,000.0000 18,000.00 0.610 10,980 020 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.059 11,800.00 0.603 120,600 021 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,000.00 21.000 630 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,500.0000 17,500.00 0.168 2,940.00 0.544 9,520 PROGRAM CAS145 PAGE 2 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 07:46 AM ESTIMATE NO. 10 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 12.0000 297,600.00 3,009.000 36,108.00 19,169.000 230,028 024 TEMPORARY CRASH CUSHION MODULE EA 100.0000 27,000.00 33.000 3,300.00 119.000 11,900 025 TEMPORARY TRAFFIC SCREEN LF 3.6500 90,520.00 3,009.000 10,982.85 8,395.000 30,641 026 TEMPORARY RETAINING WALL SQYD 150.0000 51,000.00 340.000 51,000 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2000 13,800.00 12,890.000 15,468 STRIPE (HAZARDOUS WASTE) 028 NOISE MONITORING LS 2,000.0000 2,000.00 0.750 1,500 029 ABANDON CULVERT (LF) LF 16.0000 7,200.00 430.200 6,883 030 ABANDON INLET EA 650.0000 1,300.00 2.000 1,300 031 REMOVE CHAIN LINK FENCE LF 2.0000 4,000.00 2,987.920 5,975 032 REMOVE METAL BEAM GUARD RAILING LF 7.0000 4,690.00 37.690 263.83 745.190 5,216 033 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 4,545.00 1,697.000 848.50 2,664.000 1,332 034 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 390.00 0.000 0 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 22,945.00 25,951.000 16,868 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 486.00 143.000 858 037 REMOVE PAVEMENT MARKER EA 1.0000 3,900.00 160.000 160.00 3,940.000 3,940 038 REMOVE ROADSIDE SIGN EA 125.0000 750.00 1.000 125 039 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 20,000.00 3.500 17,500 040 REMOVE SIGN STRUCTURE (LIGHTWEIGHT) EA 4,500.0000 4,500.00 1.000 4,500 041 REMOVE CULVERT (LF) LF 20.0000 26,800.00 777.000 15,540 042 REMOVE SEWER PIPE LF 200.0000 5,800.00 2.000 400 043 REMOVE INLET EA 350.0000 4,200.00 9.000 3,150 044 REMOVE SEWER MANHOLE EA 3,200.0000 3,200.00 0.000 0 045 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.6000 54,168.00 17,500.000 10,500.00 17,500.000 10,500 046 RELOCATE ROADSIDE SIGN EA 225.0000 2,250.00 0.000 0 047 ADJUST INLET EA 1,900.0000 19,000.00 0.000 0 048 ADJUST MANHOLE TO GRADE EA 3,100.0000 3,100.00 0.000 0 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5500 66,960.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 07:46 AM ESTIMATE NO. 10 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CY) CY 40.0000 23,600.00 93.260 3,730 051 REMOVE CONCRETE CURB AND SIDEWALK (LF) LF 55.0000 4,950.00 0.000 0 052 REMOVE CONCRETE BARRIER LF 10.0000 36,400.00 465.000 4,650 053 REMOVE SOUND WALL (RIBBED STEEL PANEL) SQFT 2.5000 42,500.00 17,000.000 42,500.00 17,000.000 42,500 054 REMOVE SOUND WALL (MASONRY BLOCK) SQFT 2.4000 39,600.00 15,265.000 36,636 055 BRIDGE REMOVAL (PORTION) LS 230,000.0000 230,000.00 0.500 115,000.00 0.650 149,500 056 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 1.000 150,000 057 ROADWAY EXCAVATION CY 13.8500 432,120.00 1,225.120 16,967.91 22,841.120 316,349 058 ROADWAY EXCAVATION (TYPE Z-2) CY 80.0000 440,000.00 5,500.000 440,000 (AERIALLY DEPOSITED LEAD) 059 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 060 STRUCTURE EXCAVATION (BRIDGE) CY 90.0000 89,100.00 75.000 6,750.00 925.000 83,250 (F) 061 STRUCTURE EXCAVATION (RETAINING WALL) CY 120.0000 143,040.00 1,192.000 143,040 (F) 062 STRUCTURE EXCAVATION (SOUND WALL) CY 40.0000 3,440.00 86.000 3,440 (F) 063 STRUCTURE EXCAVATION (CRASH WALL) CY 180.0000 76,500.00 425.000 76,500 (F) 064 STRUCTURE EXCAVATION (TYPE Z-2) CY 80.0000 21,360.00 267.000 21,360 (AERIALLY DEPOSITED LEAD) 065 STRUCTURE BACKFILL (BRIDGE) CY 220.0000 82,500.00 298.000 65,560.00 298.000 65,560 (F) 066 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 113,400.00 0.000 0 (F) 067 STRUCTURE BACKFILL (SOUND WALL) CY 100.0000 4,700.00 0.000 0 (F) 068 STRUCTURE BACKFILL (CRASH WALL) CY 70.0000 14,000.00 0.000 0 (F) 069 PERVIOUS BACKFILL MATERIAL (RETAINING CY 38.0000 9,652.00 0.000 0 (F) WALL) 070 SAND BACKFILL CY 265.0000 3,710.00 1.200 318.00 13.000 3,445 071 DITCH EXCAVATION CY 60.0000 3,300.00 0.000 0 072 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.9000 32,480.00 4,875.000 14,137 CLASS B2 073 HIGHWAY PLANTING LS 25,000.0000 25,000.00 0.000 0 074 FIBER ROLLS LF 3.0000 4,620.00 0.000 0 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 5,600.00 1.000 700.00 1.000 700 076 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,500.0000 11,000.00 2.000 11,000.00 2.000 11,000 PROGRAM CAS145 PAGE 4 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 07:46 AM ESTIMATE NO. 10 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROLLED EROSION CONTROL PRODUCT SQFT 0.4000 1,428.00 0.000 0 (NETTING) 078 MAINTAIN EXISTING PLANTED AREAS LS 8,800.0000 8,800.00 0.000 0 079 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0 080 MAINTAIN EXISTING IRRIGATION FACILITIES LS 4,000.0000 4,000.00 0.000 0 081 IRRIGATION SYSTEM LS 55,000.0000 55,000.00 0.269 14,795 082 8" CORRUGATED HIGH DENSITY LF 110.0000 5,610.00 51.000 5,610 POLYETHYLENE PIPE CONDUIT 083 EXTEND 8" CONDUIT LF 80.0000 2,000.00 0.000 0 084 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0 085 CLASS 4 AGGREGATE SUBBASE CY 12.0000 152,400.00 4,401.380 52,816 086 CLASS 2 AGGREGATE BASE (CY) CY 58.0000 31,320.00 0.000 0 087 CLASS 3 AGGREGATE BASE (CY) CY 350.0000 2,800.00 0.000 0 088 LEAN CONCRETE BASE CY 155.0000 1,019,900.00 16.040 2,486.20 2,297.840 356,165 089 ASPHALT TREATED PERMEABLE BASE CY 106.0000 207,760.00 1,168.240 123,833.44 1,865.240 197,715 090 HOT MIX ASPHALT TON 78.0000 1,326,000.00 659.980 51,478.44 6,777.990 528,683 091 HOT MIX ASPHALT (OPEN GRADED) TON 92.0000 437,000.00 0.000 0 092 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 345,800.00 0.000 0 093 HOT MIX ASPHALT (BRIDGE) TON 100.0000 75,000.00 0.000 0 094 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1.0000 8.00 0.000 0 PAVEMENT INTERLAYER) 095 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 4.0000 32,120.00 0.000 0 (PAVING MAT) 096 DATA CORE LS 3,500.0000 3,500.00 0.000 0 097 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 4,760.00 0.000 0 098 PLACE HOT MIX ASPHALT SQYD 40.0000 6,800.00 0.000 0 (MISCELLANEOUS AREA) 099 LIQUID ASPHALT (PRIME COAT) TON 1,400.0000 2,940.00 0.000 0 100 TACK COAT TON 1,000.0000 22,400.00 2.250 2,250 101 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,600.0000 118,400.00 73.500 117,600 102 FURNISH PILING (CLASS 140) LF 36.0000 22,320.00 619.000 22,284 (ALTERNATIVE W) 103 DRIVE PILE (CLASS 140) EA 1,650.0000 19,800.00 12.000 19,800 (ALTERNATIVE W) PROGRAM CAS145 PAGE 5 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 07:46 AM ESTIMATE NO. 10 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING (CLASS 200) LF 44.0000 369,556.00 8,370.100 368,284 (ALTERNATIVE W) 105 DRIVE PILE (CLASS 200) EA 3,100.0000 322,400.00 104.000 322,400 (ALTERNATIVE W) 106 VIBRATION MONITORING LS 222,900.0000 222,900.00 0.496 110,558 107 16" CAST-IN-DRILLED-HOLE CONCRETE LF 65.0000 112,450.00 1,751.500 113,847 PILING (SOUND WALL) 108 24" CAST-IN-DRILLED-HOLE CONCRETE LF 110.0000 968,550.00 1,659.700 182,567.00 6,615.500 727,705 PILING (RETAINING WALL) 109 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 75,840.00 328.250 39,390.00 631.250 75,750 (CRASH WALL) 110 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 700.0000 329,700.00 56.000 39,200.00 377.000 263,900 (F) 111 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 610,350.00 40.000 26,000.00 40.000 26,000 (F) 112 STRUCTURAL CONCRETE, RETAINING WALL CY 450.0000 550,800.00 202.000 90,900.00 202.000 90,900 (F) 113 STRUCTURAL CONCRETE, SOUND WALL CY 600.0000 14,400.00 12.000 7,200.00 12.000 7,200 114 STRUCTURAL CONCRETE, CRASH WALL CY 320.0000 130,560.00 112.000 35,840.00 112.000 35,840 (F) 115 STRUCTURAL CONCRETE, BOX CULVERT CY 2,400.0000 8,880.00 0.000 0 (F) 116 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 70,500.00 27.500 41,250 117 MINOR CONCRETE (BACKFILL) CY 150.0000 79,500.00 363.650 54,547 118 DRILL AND BOND DOWEL LF 40.0000 800.00 10.000 400.00 20.000 800 119 SOUND WALL (RIBBED STEEL PANEL) SQFT 19.0000 323,000.00 0.000 0 (F) 120 SOUND WALL (MASONRY BLOCK) SQFT 20.0000 330,880.00 0.000 0 (F) 121 JOINT SEAL (MR 1/2") LF 122.0000 4,514.00 0.000 0 122 BAR REINFORCING STEEL (BRIDGE) LB 1.1500 354,175.85 76,093.000 87,506.95 83,800.000 96,370 (F) 123 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 391,084.00 45,560.000 45,560.00 45,560.000 45,560 (F) 124 BAR REINFORCING STEEL LB 1.0000 6,733.00 5,026.900 5,026 (F) (MINOR CONCRETE-BACKFILL) 125 BAR REINFORCING STEEL (SOUND WALL) LB 2.0000 9,774.00 0.000 0 126 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 673.00 0.000 0 (F) 127 BAR REINFORCING STEEL (CRASH WALL) LB 1.0000 47,041.00 18,349.000 18,349.00 18,349.000 18,349 (F) 128 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.5500 1,536,050.00 74,542.000 115,540.10 223,626.000 346,620 (F) 129 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.9100 901,810.00 0.000 0 (F) 130 FURNISH STRUCTURAL STEEL, BRIDGE LB 3.0000 4,398.00 0.000 0 (F) RETROFIT PROGRAM CAS145 PAGE 6 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 07:46 AM ESTIMATE NO. 10 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ERECT STRUCTURAL STEEL, BRIDGE RETROFIT LB 1.0000 1,466.00 0.000 0 (F) 132 FURNISH SIGN STRUCTURE (TRUSS) LB 3.4000 252,093.00 0.000 0 (F) 133 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 29,658.00 0.000 0 (F) 134 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 22.0000 16,060.00 0.000 0 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 4,680.00 0.000 0 (0.063"-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,430.00 0.000 0 (0.080"-UNFRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 352.00 0.000 0 (0.063"-FRAMED) 138 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 139 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 69,000.00 25.000 25,000.00 69.000 69,000 (SIGN FOUNDATION) 140 METAL (BARRIER MOUNTED SIGN) LB 12.0000 51,480.00 0.000 0 141 ROADSIDE SIGN - ONE POST EA 225.0000 5,850.00 0.000 0 142 ROADSIDE SIGN - TWO POST EA 450.0000 450.00 0.000 0 143 CLEAN AND PAINT STRUCTURAL STEEL LS 200,000.0000 200,000.00 0.000 0 144 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 700.0000 73,500.00 0.000 0 145 WORK AREA MONITORING LS 3,000.0000 3,000.00 0.000 0 146 12" ALTERNATIVE PIPE CULVERT LF 55.0000 12,650.00 226.800 12,474 147 18" ALTERNATIVE PIPE CULVERT LF 40.0000 99,600.00 1,482.400 59,296 148 24" ALTERNATIVE PIPE CULVERT LF 100.0000 8,000.00 5.700 570 149 30" ALTERNATIVE PIPE CULVERT LF 70.0000 32,200.00 454.400 31,808 150 36" ALTERNATIVE PIPE CULVERT LF 350.0000 3,500.00 0.000 0 151 24" JACKED WELDED STEEL PIPE LF 440.0000 66,000.00 150.000 66,000 152 3" PLASTIC PIPE (EDGE DRAIN) LF 10.0000 71,800.00 287.000 2,870.00 3,743.000 37,430 153 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 120.0000 21,600.00 86.600 10,392 154 18" ALTERNATIVE FLARED END SECTION EA 180.0000 180.00 0.000 0 155 8" SEWER PIPE (DUCTILE IRON PIPE) LF 240.0000 4,800.00 0.000 0 156 8" SEWER PIPE LF 440.0000 3,960.00 2.000 880 (HIGH DENSITY POLYETHYLENE PIPE) 157 SEWER MANHOLE EA 4,000.0000 4,000.00 0.250 1,000.00 1.000 4,000 PROGRAM CAS145 PAGE 7 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 07:46 AM ESTIMATE NO. 10 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 500.0000 1,650.00 0.000 0 (CY) 159 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 50.0000 650.00 0.000 0 160 MINOR CONCRETE (MISCELLANEOUS CY 440.0000 22,000.00 0.000 0 CONSTRUCTION) 161 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.0000 36,960.00 0.000 0 162 MISCELLANEOUS IRON AND STEEL LB 2.0000 18,582.00 5,542.000 11,084 (F) 163 MISCELLANEOUS METAL LB 3.0000 18,702.00 0.000 0 (F) (RESTRAINER - CABLE TYPE) 164 MISCELLANEOUS METAL LB 65.0000 5,135.00 0.000 0 (F) 165 BRIDGE DECK DRAINAGE SYSTEM LB 12.0000 6,120.00 0.000 0 (F) 166 CHAIN LINK FENCE (TYPE CL-4, MOD) LF 24.0000 21,840.00 904.000 21,696.00 904.000 21,696 167 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 2,520.00 0.000 0 168 DELINEATOR (CLASS 1) EA 30.0000 2,130.00 0.000 0 169 GUARD RAILING DELINEATOR EA 40.0000 280.00 0.000 0 170 CONCRETE BARRIER DELINEATOR EA 40.0000 440.00 0.000 0 171 CONCRETE BARRIER MARKER EA 50.0000 4,750.00 0.000 0 172 OBJECT MARKER EA 32.0000 128.00 0.000 0 173 METAL BEAM GUARD RAILING LF 42.0000 10,500.00 0.000 0 174 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 15,795.00 0.000 0 175 TRANSITION RAILING (TYPE WB) EA 3,200.0000 6,400.00 0.000 0 176 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 2,000.00 0.000 0 177 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 14,000.00 0.000 0 178 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 152.0000 252,320.00 301.000 45,752.00 988.940 150,318 179 CONCRETE BARRIER (TYPE 60) LF 42.0000 3,780.00 0.000 0 180 CONCRETE BARRIER (TYPE 60C) LF 140.0000 21,000.00 150.000 21,000 181 CONCRETE BARRIER (SAFETY SHAPE) LF 75.0000 195,750.00 1,560.000 117,000.00 1,560.000 117,000 182 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 62.0000 88,040.00 0.000 0 (F) 183 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 105.0000 105,945.00 0.000 0 (F) 184 CONCRETE BARRIER (TYPE 736SV) LF 155.0000 46,500.00 150.000 23,250.00 150.000 23,250 PROGRAM CAS145 PAGE 8 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 07:46 AM ESTIMATE NO. 10 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 25,125.00 0.000 0 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 5,460.00 0.000 0 187 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 1,212.00 0.000 0 (BROKEN 12-3) 188 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 3,420.00 0.000 0 189 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 741.00 0.000 0 (BROKEN 17-7) 190 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 39,450.00 6,467.000 3,233.50 68,065.000 34,032 191 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 780.00 418.000 1,254 192 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 16,980.00 78.000 234.00 2,432.000 7,296 193 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 14,000.00 84.000 420.00 1,270.000 6,350 194 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.300 750 SYSTEM ELEMENTS DURING CONSTRUCTION 195 LIGHTING AND SIGN ILLUMINATION LS 260,000.0000 260,000.00 0.988 256,880 (STAGE CONSTRUCTION) 196 LIGHTING AND SIGN ILLUMINATION LS 160,000.0000 160,000.00 0.265 42,400.00 0.401 64,160 197 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 35,000.0000 35,000.00 0.000 0 198 CCTV (PTZ) CAMERA UNIT EA 7,000.0000 7,000.00 0.000 0 199 TRAFFIC OPERATION SYSTEM LS 515,000.0000 515,000.00 0.024 12,360.00 0.454 233,810 200 GENERAL PACKET RADIO SYSTEM WIRELESS EA 6,500.0000 6,500.00 0.000 0 MODEM ASSEMBLY 201 TRAFFIC OPERATION SYSTEM LS 65,000.0000 65,000.00 0.120 7,800.00 0.872 56,680 (STAGE CONSTRUCTION) 202 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 203 RECONSTRUCT WOOD FENCE LF 32.0000 19,840.00 0.000 0 204 RECONSTRUCT CHAIN LINK FENCE LF 10.0000 10,200.00 0.000 0 205 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 150.0000 37,500.00 0.000 0 206 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 7.0000 8,120.00 0.000 0 207 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.6500 1,914.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 11/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A9224 TIME 07:46 AM ESTIMATE NO. 10 BID OPENING 10/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/13 R.E. NAME: MEHARENA, EPHREM DATE OF THIS ESTIMATE 11/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,540,523.72 7,973,770.33 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 98,402.94 106,569.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,638,926.66 8,080,339.83 208 MOBILIZATION LS 2,025,000.1500 2,025,000.15 0.950 1,923,750 ORIGINAL CONTRACT AMOUNT 20,767,667.00 TOTAL WORK COMPLETED 1,638,926.66 10,004,089.97 MATERIALS ON HAND ON SITE 45,089.53 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,000.00 -4,000.00 TOTAL 1,634,926.66 10,045,179.50 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/03/12 625 01/28/13 01/28/13 08/04/15 204 2 0 0 47% 33% PROGRESS IS SATISFACTORY MEHARENA, EPHREM RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/13