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 03/20/15 EST. NO. 009 TIME 09:11 AM R.E. NAME: CHEUNG, JOY 04-0A7104 --------------------------------------------------------------------------- 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 0098 25,581.55 E.W. @ F.A.(+) 120214 N 0234.0 0099 1,674.30 120514 N 0235.0 007 0007 50,000.00 E.W. @ L.S.(+) 020215 N 0227.1 010 0002 16,593.76 A.C. @ L.S.(+) 031815 N 0240.0 013 0006 179.49 E.W. @ F.A.(+) 080614 N 0237.0 015 0002 1,706.05 E.W. @ F.A.(+) 123014 N 0236.1 019 0012 809.39 E.W. @ F.A.(+) 102714 N 0181.0 0015 495.00 110414 N 0203.0 0016 790.62 111814 N 0205.0 025 0001 6,026.16 E.W. @ F.A.(+) 121014 N 0209.0 0002 11,291.65 121014 N 0212.0 0003 1,710.40 121314 N 0213.0 0004 578.18 121514 N 0214.0 0006 2,241.34 110314 N 0197.0 0007 276.16 110614 N 0198.0 0009 870.91 110714 N 0200.0 0013 2,165.37 120914 N 0210.0 030 0001 8,686.46 E.W. @ F.A.(+) 120214 N 0220.0 0002 945.38 120314 N 0221.0 0003 1,760.03 120514 N 0222.0 0004 1,898.41 120814 N 0223.0 0005 2,362.27 121014 N 0224.0 0006 540.22 121214 N 0225.0 0007 1,915.68 121814 N 0226.0 0009 336.26 111314 N 0199.1 0010 540.22 111914 N 0206.1 0011 245.65 112014 N 0207.1 0012 270.12 111814 N 0208.1 039 0001 2,008.86 E.W. @ F.A.(+) 073114 N 0043.1 0002 875.56 080714 N 0044.1 0003 4,544.16 080714 N 0045.1 0004 3,207.39 081314 N 0048.1 0005 4,136.71 081514 N 0049.1 157,263.71 TOTAL THIS ESTIMATE 470,179.52 TOTAL PREVIOUS ESTIMATE 627,443.23 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 03/20/15 EST. NO. 009 TIME 09:11 AM R.E. NAME: CHEUNG, JOY 04-0A7104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 09:11 AM ESTIMATE NO. 009 BID OPENING 03/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 03/20/15 LOCATION PROGRESS ESTIMATE 04-ALA-880-28.4/29.2 ----------------- ALLEN CARNESECCA IN OAKLAND FROM 0.2 MILE SOUTH OF 550 GREENVILLE ROAD 29TH AVE OC TO 0.3 MI. NORTH OF___ LIVERMORE CA 94550 23RD AVE OC. MODIFY INTERCHANGE AND CONSTRUCT SOUNDWALLS. _________ _________________ FED. AID NO. NHPA-8801(70)E MODIFY INTERCHANGE AND CONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,500.0000 6,500.00 0.750 4,875 002 CONSTRUCTION SITE MANAGEMENT LS 225,000.0000 225,000.00 0.022 4,950.00 0.164 36,900 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,300.0000 5,300.00 0.250 1,325 004 TIME-RELATED OVERHEAD (WDAY) WDAY 5,875.0000 5,405,000.00 18.000 105,750.00 144.000 846,000 005 CONSTRUCTION AREA SIGNS LS 52,000.0000 52,000.00 0.520 27,040 006 TRAFFIC CONTROL SYSTEM LS 950,000.0000 950,000.00 0.022 20,900.00 0.164 155,800 007 TYPE II BARRICADE EA 30.0000 10,200.00 19.000 570.00 46.000 1,380 008 TYPE III BARRICADE EA 80.0000 8,800.00 5.000 400.00 17.000 1,360 009 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 39,750.00 8.000 200.00 146.000 3,650 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.022 880.00 0.164 6,560 011 TEMPORARY RAILING (TYPE K) LF 15.0000 204,000.00 120.000 1,800.00 2,780.000 41,700 012 TEMPORARY CRASH CUSHION MODULE EA 119.0000 38,080.00 42.000 4,998 013 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 15,000.00 1.000 5,000 014 TEMPORARY TRAFFIC SCREEN LF 3.0000 40,800.00 120.000 360.00 2,780.000 8,340 015 PREPARE STORM WATER POLLUTION PREVENTION LS 2,300.0000 2,300.00 0.915 2,104 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 85,000.00 1.000 500.00 11.000 5,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 25,600.00 7.000 2,800 018 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 019 TEMPORARY COVER SQYD 5.3000 23,744.00 1,665.030 8,824 020 TEMPORARY DRAINAGE INLET PROTECTION EA 135.0000 17,550.00 78.000 10,530 021 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 25,200.00 7.000 29,400 022 STREET SWEEPING LS 15,000.0000 15,000.00 0.022 330.00 0.164 2,460 PROGRAM CAS145 PAGE 2 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 09:11 AM ESTIMATE NO. 009 BID OPENING 03/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY ACTIVE TREATMENT SYSTEM LS 132,000.0000 132,000.00 0.000 0 024 TEMPORARY CONCRETE WASHOUT LS 57,000.0000 57,000.00 0.022 1,254.00 0.163 9,291 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 10,800.00 2,920.000 2,920 STRIPE (HAZARDOUS WASTE) 026 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 10.0000 2,600.00 0.000 0 MARKING (HAZARDOUS WASTE) 027 TREATED WOOD WASTE LB 1.0000 31,800.00 6.100 6 028 NOISE MONITORING LS 65,000.0000 65,000.00 0.121 7,865 029 SURVEY OF EXISTING NON-HIGHWAY LS 48,000.0000 48,000.00 0.375 18,000 FACILITIES 030 ABANDON CULVERT (LF) LF 19.0000 71,060.00 339.000 6,441 031 REMOVE GUARD POST EA 25.0000 100.00 0.000 0 032 REMOVE CHAIN LINK FENCE LF 4.0000 17,200.00 4,601.000 18,404 033 REMOVE METAL BEAM GUARD RAILING LF 7.5000 17,325.00 103.000 772 034 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 43,350.00 3,108.000 1,554 035 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 720.00 0.000 0 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 15,700.00 4,858.000 2,429 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,040.00 82.000 328 038 REMOVE PAVEMENT MARKER EA 2.0000 17,140.00 710.000 1,420 039 REMOVE ROADSIDE SIGN EA 100.0000 11,000.00 0.000 0 040 REMOVE SIGN STRUCTURE (EA) EA 5,500.0000 22,000.00 0.000 0 041 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 500.00 0.000 0 042 REMOVE CULVERT (LF) LF 41.0000 2,337.00 438.000 17,958 043 REMOVE INLET EA 500.0000 24,500.00 7.000 3,500 044 REMOVE MANHOLE EA 1,600.0000 9,600.00 3.000 4,800 045 REMOVE RETAINING WALL (CY) CY 75.0000 17,250.00 8.000 600 046 REMOVE SEWER PIPE LF 25.0000 11,500.00 150.000 3,750 047 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 50.0000 442,000.00 1,175.760 58,788 048 REMOVE BASE AND SURFACING CY 31.0000 98,270.00 31.360 972 049 RELOCATE FENCE LF 30.0000 10,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 09:11 AM ESTIMATE NO. 009 BID OPENING 03/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST FRAME AND COVER TO GRADE EA 540.0000 15,660.00 2.000 1,080 051 MODIFY INLET EA 1,400.0000 4,200.00 0.000 0 052 MODIFY MANHOLE EA 2,100.0000 12,600.00 0.000 0 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.3500 62,484.00 24.890 158 054 REMOVE CONCRETE (CY) CY 50.0000 78,000.00 308.500 15,425 055 REMOVE CONCRETE BARRIER LF 15.0000 16,500.00 0.000 0 056 CAP INLET EA 1,600.0000 9,600.00 1.000 1,600 057 SAND BACKFILL CY 130.0000 44,200.00 0.000 0 058 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 500.00 1.000 500.00 1.000 500 059 BRIDGE REMOVAL, LOCATION A LS 300,000.0000 300,000.00 0.000 0 060 BRIDGE REMOVAL, LOCATION B LS 220,000.0000 220,000.00 0.000 0 061 BRIDGE REMOVAL, LOCATION C LS 200,000.0000 200,000.00 0.000 0 062 CLEARING AND GRUBBING (LS) LS 90,000.0000 90,000.00 0.930 83,700 063 DEVELOP WATER SUPPLY LS 150,000.0000 150,000.00 0.022 3,300.00 0.164 24,600 064 ROADWAY EXCAVATION CY 28.0000 977,200.00 4,131.960 115,694 065 ROADWAY EXCAVATION (TYPE Z-2) CY 84.0000 1,621,200.00 19,728.000 1,657,152 (AERIALLY DEPOSITED LEAD) 066 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 570,400.00 0.000 0 (F) 067 STRUCTURE EXCAVATION (RETAINING WALL) CY 56.0000 317,744.00 1,307.000 73,192.00 2,702.000 151,312 (F) 068 SAND BEDDING CY 200.0000 11,000.00 0.000 0 069 STRUCTURE BACKFILL CY 10.0000 45,700.00 0.000 0 070 STRUCTURE BACKFILL (BRIDGE) CY 78.0000 246,480.00 0.000 0 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) CY 52.0000 181,220.00 382.000 19,864.00 530.000 27,560 (F) 072 LIGHTWEIGHT FILL CY 125.0000 743,750.00 0.000 0 (EXPANDED POLYSTYRENE BLOCK) 073 GASOLINE RESISTANT GEOMEMBRANE SQYD 20.0000 69,200.00 0.000 0 074 CUSHION GEOTEXTILE SQYD 4.0000 13,040.00 0.000 0 075 HIGHWAY PLANTING LS 110,000.0000 110,000.00 0.000 0 076 IMPORTED BIOFILTRATION SOIL CY 50.0000 8,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 09:11 AM ESTIMATE NO. 009 BID OPENING 03/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK BLANKET SQYD 18.0000 12,240.00 0.000 0 078 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 15.0000 21,900.00 0.000 0 (SQYD) 079 EROSION CONTROL (COMPOST BLANKET) CY 160.0000 9,920.00 0.000 0 080 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 6,600.0000 26,400.00 0.000 0 081 MAINTAIN EXISTING PLANTED AREAS LS 45,000.0000 45,000.00 0.000 0 082 PLANT ESTABLISHMENT WORK LS 60,000.0000 60,000.00 0.000 0 083 MAINTAIN EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 0.050 750.00 0.200 3,000 084 IRRIGATION SYSTEM LS 165,000.0000 165,000.00 0.000 0 085 IRRIGATION SLEEVE LF 25.0000 6,750.00 110.000 2,750 086 8" CORRUGATED HIGH DENSITY LF 66.0000 21,120.00 0.000 0 POLYETHYLENE PIPE CONDUIT 087 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 5,400.00 0.000 0 088 IMPORTED TOPSOIL (CY) CY 35.0000 144,550.00 6.050 211 089 FIBER ROLLS LF 2.8000 29,120.00 0.000 0 090 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.022 330.00 0.164 2,460 091 LIME TON 190.0000 150,100.00 30.500 5,795 092 LIME STABILIZED SOIL SQYD 11.0000 193,600.00 700.000 7,700 093 CLASS 4 AGGREGATE SUBBASE CY 48.0000 121,920.00 369.890 17,754 094 CLASS 2 AGGREGATE BASE (CY) CY 64.0000 209,280.00 88.760 5,680.64 481.000 30,784 095 ASPHALTIC EMULSION (CURING SEAL) TON 1,400.0000 21,000.00 0.000 0 096 LEAN CONCRETE BASE CY 98.0000 180,320.00 203.000 19,894 097 LEAN CONCRETE BASE RAPID SETTING CY 150.0000 313,500.00 394.000 59,100 098 HOT MIX ASPHALT (TYPE A) TON 86.0000 1,788,800.00 2,192.340 188,541 099 PLACE HOT MIX ASPHALT DIKE LF 10.0000 1,400.00 0.000 0 (TYPE A MODIFIED) 100 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 10.0000 2,500.00 0.000 0 101 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 10.0000 460.00 0.000 0 102 PLACE HOT MIX ASPHALT DIKE LF 10.0000 650.00 0.000 0 (TYPE C MODIFIED) 103 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.0000 230.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 09:11 AM ESTIMATE NO. 009 BID OPENING 03/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT DIKE LF 10.0000 4,200.00 0.000 0 (TYPE F MODIFIED) 105 PLACE HOT MIX ASPHALT SQYD 10.0000 5,500.00 0.000 0 (MISCELLANEOUS AREA) 106 LIQUID ASPHALT (PRIME COAT) TON 1,000.0000 25,000.00 0.000 0 107 TACK COAT TON 1,500.0000 22,500.00 0.700 1,050 108 JOINTED PLAIN CONCRETE PAVEMENT CY 125.0000 35,000.00 0.000 0 109 MECHANICALLY STABILIZED EMBANKMENT SQFT 88.0000 682,616.00 0.000 0 (F) 110 GEOSYNTEHTIC REINFORCED EMBANKMENT SQFT 160.0000 1,059,360.00 0.000 0 (F) 111 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 81.0000 1,829,547.00 158.680 12,853.08 5,919.680 479,494 112 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 138.0000 735,954.00 0.000 0 113 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 260.0000 1,182,480.00 0.000 0 114 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,100.0000 575,300.00 0.000 0 115 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,740.0000 43,500.00 25.000 43,500.00 25.000 43,500 PILE (SIGN FOUNDATION) 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 265,000.0000 265,000.00 0.000 0 117 PRESTRESSING CAST-IN-PLACE CONCRETE LS 105,000.0000 105,000.00 0.000 0 (TRANSVERSE) 118 PRESTRESSING PRECAST GIRDER LS 145,000.0000 145,000.00 0.000 0 119 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 210.0000 502,110.00 0.000 0 (F) 120 STRUCTURAL CONCRETE, BRIDGE CY 590.0000 4,449,190.00 0.000 0 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 1,249,500.00 63.000 31,500.00 315.000 157,500 (F) 122 STRUCTURAL CONCRETE, SOUND WALL CY 700.0000 98,000.00 30.890 21,623 (F) 123 STRUCTURAL CONCRETE, BARRIER SLAB CY 465.0000 329,685.00 0.000 0 (F) 124 LOAD DISTRIBUTION SLAB CY 420.0000 130,200.00 0.000 0 125 STRUCTURAL CONCRETE, APPROACH SLAB CY 660.0000 277,860.00 0.000 0 (F) (TYPE N) 126 STRUCTURAL CONCRETE, BOX CULVERT CY 910.0000 1,865,500.00 0.000 0 127 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 434,000.00 8.700 12,180.00 14.800 20,720 128 MINOR CONCRETE (BACKFILL) CY 200.0000 66,000.00 18.000 3,600.00 18.000 3,600 129 FRACTURED RIB TEXTURE SQFT 15.0000 249,105.00 0.000 0 (F) 130 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 297,000.00 0.000 0 GIRDER (60'-70') PROGRAM CAS145 PAGE 6 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 09:11 AM ESTIMATE NO. 009 BID OPENING 03/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 108,000.00 0.000 0 GIRDER (70'-80') 132 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,000.0000 324,000.00 0.000 0 GIRDER (80'-90') 133 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 207,000.00 0.000 0 GIRDER (90'-100') 134 ERECT PRECAST PRESTRESSED CONCRETE EA 3,800.0000 239,400.00 0.000 0 GIRDER 135 JOINT SEAL (MR 1") LF 80.0000 4,160.00 0.000 0 136 JOINT SEAL (MR 1 1/2") LF 90.0000 7,920.00 0.000 0 137 JOINT SEAL ASSEMBLY (MR 3") LF 570.0000 66,120.00 0.000 0 138 JOINT SEAL (TYPE AL) LF 33.0000 3,663.00 0.000 0 139 JOINT SEAL ASSEMBLY (MR 9") LF 1,100.0000 196,900.00 0.000 0 140 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 3,035,891.20 0.000 0 (F) 141 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8500 525,317.00 24,481.000 20,808.85 245,069.000 208,308 (F) 142 BAR REINFORCING STEEL (BOX CULVERT) LB 1.2000 430,827.60 0.000 0 (F) 143 HEADED BAR REINFORCEMENT EA 22.0000 7,392.00 0.000 0 (F) 144 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.0000 40,278.00 0.000 0 WITH WALKWAY) 145 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.8000 18,796.40 0.000 0 WITH WALKWAY) 146 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 6.0000 66,600.00 0.000 0 147 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.1000 12,210.00 0.000 0 148 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 161,800.00 0.000 0 149 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 20,225.00 0.000 0 150 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 19,800.00 0.000 0 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 10,320.00 0.000 0 (0.063"-UNFRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,470.00 0.000 0 (0.080"-UNFRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,320.00 0.000 0 (0.063"-FRAMED) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 3,420.00 0.000 0 (0.080"-FRAMED) 155 METAL (BARRIER MOUNTED SIGN) LB 9.0000 19,260.00 0.000 0 156 METAL (SOUND WALL MOUNTED SIGN) LB 9.0000 9,000.00 0.000 0 157 ROADSIDE SIGN - ONE POST EA 175.0000 10,850.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 09:11 AM ESTIMATE NO. 009 BID OPENING 03/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ROADSIDE SIGN - TWO POST EA 350.0000 3,850.00 0.000 0 159 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 7,400.00 0.000 0 METHOD) 160 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 300.0000 4,500.00 0.000 0 161 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 400.00 0.000 0 EXISTING POST 162 SOUND WALL (MASONRY BLOCK) SQFT 24.0000 440,112.00 5,100.000 122,400.00 5,100.000 122,400 (F) 163 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 96.0000 37,440.00 0.000 0 164 12" ALTERNATIVE PIPE CULVERT (TYPE B) LF 60.0000 24,600.00 0.000 0 165 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 58.0000 101,500.00 24.900 1,444 166 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 53.0000 120,310.00 163.600 8,670.80 209.600 11,108 167 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 274.0000 24,934.00 0.000 0 168 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 84.0000 68,880.00 0.000 0 169 30" ALTERNATIVE PIPE CULVERT LF 94.0000 56,400.00 0.000 0 170 36" ALTERNATIVE PIPE CULVERT LF 102.0000 52,020.00 0.000 0 171 21" REINFORCED CONCRETE PIPE LF 127.0000 10,033.00 0.000 0 172 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 23.0000 6,440.00 0.000 0 173 3" PLASTIC PIPE (EDGE DRAIN) LF 21.0000 36,330.00 330.000 6,930 174 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 41.0000 9,430.00 28.000 1,148 175 DRAINAGE WICK LF 1.8000 79,200.00 0.000 0 176 48" STEEL CASING LF 900.0000 38,700.00 0.000 0 177 DRAINAGE INLET MARKER EA 40.0000 1,960.00 0.000 0 178 GRATED LINE DRAIN LF 100.0000 112,000.00 0.000 0 179 WELDED STEEL PIPE CASING (BRIDGE) LF 76.0000 18,240.00 0.000 0 180 18" AUTOMATIC DRAINAGE GATE EA 3,600.0000 3,600.00 0.000 0 181 21" AUTOMATIC DRAINAGE GATE EA 3,900.0000 3,900.00 0.000 0 182 SIDEWALK DRAIN LF 40.0000 2,440.00 0.000 0 183 8" CLAY SEWER PIPE LF 190.0000 39,900.00 187.000 35,530 184 18" CLAY SEWER PIPE LF 210.0000 48,300.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 09:11 AM ESTIMATE NO. 009 BID OPENING 03/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 SEWER MANHOLE EA 7,500.0000 30,000.00 3.000 22,500 186 ROCK SLOPE PROTECTION CY 115.0000 14,950.00 0.000 0 (LIGHT, METHOD B) (CY) 187 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 450.00 0.000 0 188 MINOR CONCRETE (MISCELLANEOUS CY 275.0000 310,750.00 78.234 21,514 CONSTRUCTION) 189 MINOR CONCRETE (GUTTER DEPRESSION) CY 700.0000 84,000.00 5.656 3,959 190 MISCELLANEOUS IRON AND STEEL LB 1.6000 121,440.00 1,615.000 2,584.00 3,749.000 5,998 191 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 64,267.00 0.000 0 192 TEMPORARY FENCE (TYPE CL-6) LF 5.0000 37,200.00 4,186.000 20,930 193 CHAIN LINK FENCE (TYPE CL-4) LF 25.0000 17,000.00 0.000 0 194 CHAIN LINK FENCE (TYPE CL-6) LF 30.0000 58,200.00 0.000 0 195 10' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 3,000.00 0.000 0 196 SURVEY MONUMENT (TYPE D) EA 750.0000 8,250.00 0.000 0 197 DELINEATOR (CLASS 1) EA 40.0000 2,280.00 0.000 0 198 OBJECT MARKER EA 50.0000 850.00 0.000 0 199 CONCRETE BARRIER MARKER EA 40.0000 2,120.00 0.000 0 200 METAL BEAM GUARD RAILING LF 38.0000 15,200.00 0.000 0 201 VEGETATION CONTROL (MINOR CONCRETE) SQYD 87.0000 51,330.00 0.000 0 202 CHAIN LINK RAILING (TYPE 7) LF 65.0000 262,145.00 0.000 0 (F) 203 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 165.0000 317,955.00 0.000 0 (F) 204 HANDRAILING LF 75.0000 56,250.00 0.000 0 205 TRANSITION RAILING (TYPE WB) EA 3,200.0000 16,000.00 0.000 0 206 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 3,750.00 0.000 0 207 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 16,800.00 0.000 0 208 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 0.000 0 209 CONCRETE BARRIER (TYPE 60C) LF 135.0000 68,850.00 0.000 0 210 CONCRETE BARRIER (TYPE 60G) LF 50.0000 4,000.00 0.000 0 211 CONCRETE BARRIER (TYPE 60GC) LF 60.0000 76,800.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 09:11 AM ESTIMATE NO. 009 BID OPENING 03/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 60DA MODIFIED) LF 65.0000 31,200.00 0.000 0 213 CONCRETE BARRIER (TYPE 60DB MODIFIED) LF 55.0000 70,400.00 0.000 0 214 CONCRETE BARRIER (TYPE 60SC) LF 75.0000 14,250.00 0.000 0 215 CONCRETE BARRIER (TYPE 60RA MODIFIED) LF 85.0000 34,000.00 0.000 0 216 CONCRETE BARRIER (TYPE 60RB MODIFIED) LF 110.0000 10,010.00 0.000 0 217 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 102.0000 265,914.00 0.000 0 (F) 218 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 85.0000 73,185.00 27.490 2,336 (F) 219 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 340.0000 257,720.00 644.000 218,960.00 644.000 218,960 (F) 220 CONCRETE BARRIER (TYPE 742A MODIFIED) LF 135.0000 29,565.00 0.000 0 (F) 221 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 26,800.00 0.000 0 222 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,530.00 0.000 0 223 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 14,540.00 0.000 0 224 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 750.00 0.000 0 (BROKEN 8-4) 225 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,360.00 0.000 0 (BROKEN 12-3) 226 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 51,900.00 0.000 0 227 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 21,300.00 0.000 0 (BROKEN 36-12) 228 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,270.00 0.000 0 (BROKEN 17-7) 229 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 105,000.00 14,461.000 14,461 230 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 3,360.00 14.000 42 231 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 16,680.00 500.000 1,500 232 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 15,800.00 273.000 1,365 233 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 27,500.0000 27,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 234 SIGNAL AND LIGHTING LS 450,000.0000 450,000.00 0.000 0 235 SIGNAL AND LIGHTING (CITY) LS 480,000.0000 480,000.00 0.013 6,240.00 0.017 8,160 236 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 160,000.0000 160,000.00 0.000 0 237 SIGNAL AND LIGHTING (CITY) LS 47,000.0000 47,000.00 0.000 0 (STAGE CONSTRUCTION) 238 LIGHTING (CITY STREET) LS 480,000.0000 480,000.00 0.045 21,600.00 0.046 22,080 PROGRAM CAS145 PAGE 10 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 09:11 AM ESTIMATE NO. 009 BID OPENING 03/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 LIGHTING (STAGE CONSTRUCTION) LS 113,500.0000 113,500.00 0.018 2,043.00 0.205 23,267 240 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.032 12,800.00 0.057 22,800 241 INTERCONNECTION SYSTEM (CITY STREET) LS 455,000.0000 455,000.00 0.000 0 242 ELECTRIC SERVICE (IRRIGATION) LS 89,000.0000 89,000.00 0.000 0 243 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 1,550.0000 1,550.00 0.000 0 UNIT 244 CAMERA CONTROL UNIT EA 2,500.0000 5,000.00 0.000 0 245 VIDEO ENCODER UNIT EA 6,400.0000 12,800.00 0.000 0 246 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,200.0000 4,400.00 0.000 0 MODEM ASSEMBLY 247 RACK MOUNT POWER STRIP EA 350.0000 700.00 0.000 0 248 EQUIPMENT SHELF WITH BRACKET EA 300.0000 600.00 0.000 0 249 HYBRID CAMERA CABLE AND CONNECTORS LF 8.0000 8,400.00 0.000 0 250 EMERGENCY VEHICLE DETECTOR SYSTEM EA 10,500.0000 73,500.00 0.000 0 251 TRAFFIC OPERATIONS SYSTEM LS 250,000.0000 250,000.00 0.000 0 252 TRAFFIC OPERATIONS SYSTEM LS 94,500.0000 94,500.00 0.076 7,182.00 0.106 10,017 (STAGE CONSTRUCTION) 253 GUARD POST EA 400.0000 1,600.00 0.000 0 254 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 255 6' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 1,000.00 0.000 0 256 BUILDING WORK LS 90,000.0000 90,000.00 0.950 85,500 PROGRAM CAS145 PAGE 11 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 09:11 AM ESTIMATE NO. 009 BID OPENING 03/18/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 768,432.37 5,382,866.39 ADJUSTMENT OF COMPENSATION 16,593.76 79,298.12 EXTRA WORK 140,669.95 548,145.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 925,696.08 6,010,309.62 257 MOBILIZATION LS 5,080,000.0000 5,080,000.00 0.750 3,810,000 ORIGINAL CONTRACT AMOUNT 52,751,741.20 TOTAL WORK COMPLETED 925,696.08 9,820,309.62 MATERIALS ON HAND ON SITE 119,628.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 925,696.08 9,939,938.12 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 05/13/14 1170 07/10/14 07/10/14 05/18/18 144 28 11 0 18% 12% PROGRESS IS SATISFACTORY CHEUNG, JOY RESIDENT ENGINEER PROGRAM CAS145 DATE 03/20/15