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 09/19/16 EST. NO. 027 TIME 03:42 PM 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 0293 801.10 E.W. @ F.A.(+) 050316 N 0906.0 0294 116.10 050516 N 0907.0 0295 356.32 050616 N 0908.0 0296 534.74 050916 N 0909.0 0297 590.67 051016 N 0910.0 0298 590.67 051116 N 0911.0 0299 601.56 051216 N 0912.0 0300 2,988.09 051916 N 0886.0 0301 590.67 051316 N 0913.0 0302 590.67 051616 N 0914.0 0303 295.34 052316 N 0915.0 0304 295.34 052416 N 0916.0 0305 590.67 052516 N 0917.0 0306 590.67 052616 N 0918.0 0307 438.86 052716 N 0919.0 0308 443.00 053116 N 0920.0 0309 295.34 060116 N 0921.0 0310 304.07 061516 N 0929.0 0311 304.07 061616 N 0930.0 0312 225.87 062416 N 0931.0 0313 76.02 062816 N 0932.0 0314 37.32 071116 N 0938.0 0315 48.93 071816 N 0939.0 0316 59.45 072016 N 0940.0 0317 333.45 041816 N 0941.0 0318 385.28 052615 N 0358.0 0319 20.15 051916 N 0892.2 0320 1,034.58 071416 N 0320 0 005 0066 919.10 E.W. @ F.A.(+) 061616 N 0924.0 0067 176.43 062416 N 0925.0 007 0018 51,790.20 E.W. @ L.S.(+) 091516 N 982 0 009 0072 146.29 E.W. @ F.A.(+) 060616 N 0928.0 013 0018 2,340.24 E.W. @ F.A.(+) 053116 N 0901.0 0019 2,837.81 050516 N 0902.0 0020 2,149.19 051916 N 0903.0 0021 2,543.66 052516 N 0904.0 0022 413.11 060116 N 0937.0 015 0048 1,452.71 E.W. @ F.A.(+) 052615 N 0373.0 0049 4,749.61 052715 N 0374.0 0050 3,227.52 060115 N 0394.0 0051 5,460.17 060215 N 0459.0 035 0030 620.97 E.W. @ F.A.(+) 052016 N 0922.0 0031 340.77 052316 N 0923.0 047 0013 200.00 E.W. @ L.S.(+) 063016 N 0944.0 0014 200.00 073116 N 0945.0 063 0003 6.07 E.W. @ F.A.(+) 032416 N 0887.2 93,112.85 TOTAL THIS ESTIMATE 2,986,946.55 TOTAL PREVIOUS ESTIMATE 3,080,059.40 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 09/19/16 EST. NO. 027 TIME 03:42 PM R.E. NAME: CHEUNG, JOY 04-0A7104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONFAB DEFECTIVE MAT -3,000.00 027 -3,000.00 -3,000.00 TOTAL DEDUCTIONS -3,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 03:42 PM ESTIMATE NO. 027 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 09/20/16 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/19/16 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-880-28.4/29.2 ----------------------- RGW CONSTRUCTION, INC 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 0.800 5,200 002 CONSTRUCTION SITE MANAGEMENT LS 225,000.0000 225,000.00 0.023 5,175.00 0.509 114,525 003 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 21.000 123,375.00 463.000 2,720,125 005 CONSTRUCTION AREA SIGNS LS 52,000.0000 52,000.00 0.620 32,240 006 TRAFFIC CONTROL SYSTEM LS 950,000.0000 950,000.00 0.023 21,850.00 0.509 483,550 007 TYPE II BARRICADE EA 30.0000 10,200.00 83.000 2,490 008 TYPE III BARRICADE EA 80.0000 8,800.00 26.000 2,080 009 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 39,750.00 255.000 6,375 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.023 920.00 0.509 20,360 011 TEMPORARY RAILING (TYPE K) LF 15.0000 204,000.00 4,622.000 69,330 012 TEMPORARY CRASH CUSHION MODULE EA 119.0000 38,080.00 116.000 13,804 013 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 2,780.000 8,340 015 PREPARE STORM WATER POLLUTION PREVENTION LS 2,300.0000 2,300.00 0.995 2,288 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 85,000.00 26.000 13,000 017 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 1.000 2,000 019 TEMPORARY COVER SQYD 5.3000 23,744.00 3,143.030 16,658 020 TEMPORARY DRAINAGE INLET PROTECTION EA 135.0000 17,550.00 6.000 810.00 115.000 15,525 021 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 25,200.00 7.000 29,400 022 STREET SWEEPING LS 15,000.0000 15,000.00 0.023 345.00 0.509 7,635 PROGRAM CAS145 PAGE 2 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 03:42 PM ESTIMATE NO. 027 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 09/20/16 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.023 3,036.00 0.486 64,152 024 TEMPORARY CONCRETE WASHOUT LS 57,000.0000 57,000.00 0.023 1,311.00 0.508 28,956 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 10,800.00 3,740.000 3,740 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 1,403.050 1,403 028 NOISE MONITORING LS 65,000.0000 65,000.00 0.247 16,055 029 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 48.000 912.00 1,397.000 26,543 031 REMOVE GUARD POST EA 25.0000 100.00 4.000 100 032 REMOVE CHAIN LINK FENCE LF 4.0000 17,200.00 4,876.000 19,504 033 REMOVE METAL BEAM GUARD RAILING LF 7.5000 17,325.00 360.000 2,700 034 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 43,350.00 3,976.000 1,988 035 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 720.00 82.000 328 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 15,700.00 9,651.000 4,825 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,040.00 320.000 1,280 038 REMOVE PAVEMENT MARKER EA 2.0000 17,140.00 1,189.000 2,378 039 REMOVE ROADSIDE SIGN EA 100.0000 11,000.00 0.000 0 040 REMOVE SIGN STRUCTURE (EA) EA 5,500.0000 22,000.00 4.000 22,000 041 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 500.00 0.000 0 042 REMOVE CULVERT (LF) LF 41.0000 2,337.00 276.000 11,316 043 REMOVE INLET EA 500.0000 24,500.00 9.000 4,500 044 REMOVE MANHOLE EA 1,600.0000 9,600.00 3.000 4,800 045 REMOVE RETAINING WALL (CY) CY 75.0000 17,250.00 58.000 4,350 046 REMOVE SEWER PIPE LF 25.0000 11,500.00 205.000 5,125 047 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 50.0000 442,000.00 2,229.460 111,473 048 REMOVE BASE AND SURFACING CY 31.0000 98,270.00 77.960 2,416 049 RELOCATE FENCE LF 30.0000 10,500.00 280.000 8,400 PROGRAM CAS145 PAGE 3 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 03:42 PM ESTIMATE NO. 027 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 09/20/16 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 3,240 051 MODIFY INLET EA 1,400.0000 4,200.00 0.000 0 052 MODIFY MANHOLE EA 2,100.0000 12,600.00 5.000 10,500 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.3500 62,484.00 524.890 3,333 054 REMOVE CONCRETE (CY) CY 50.0000 78,000.00 950.410 47,520 055 REMOVE CONCRETE BARRIER LF 15.0000 16,500.00 469.700 7,045 056 CAP INLET EA 1,600.0000 9,600.00 1.000 1,600 057 SAND BACKFILL CY 130.0000 44,200.00 3.500 455.00 141.400 18,382 058 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 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 1.000 200,000 062 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 0.023 3,450.00 0.485 72,750 064 ROADWAY EXCAVATION CY 28.0000 977,200.00 93.140 2,607.92 7,287.010 204,036 065 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 2,494.300 249,430 (F) 067 STRUCTURE EXCAVATION (RETAINING WALL) CY 56.0000 317,744.00 3,322.000 186,032 (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 1,254.000 97,812 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) CY 52.0000 181,220.00 1,085.000 56,420 (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 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 03:42 PM ESTIMATE NO. 027 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 09/20/16 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK BLANKET SQYD 18.0000 12,240.00 148.830 2,678.94 148.830 2,678 078 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 0.400 6,000 084 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 0.023 345.00 0.509 7,635 091 LIME TON 190.0000 150,100.00 60.400 11,476.00 90.900 17,271 092 LIME STABILIZED SOIL SQYD 11.0000 193,600.00 1,637.920 18,017.12 2,337.920 25,717 093 CLASS 4 AGGREGATE SUBBASE CY 48.0000 121,920.00 62.460 2,998.08 630.970 30,286 094 CLASS 2 AGGREGATE BASE (CY) CY 64.0000 209,280.00 17.560 1,123.84 1,107.865 70,903 095 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 313,500.00 523.400 78,510 098 HOT MIX ASPHALT (TYPE A) TON 86.0000 1,788,800.00 52.790 4,539.94 3,647.140 313,654 099 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 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 03:42 PM ESTIMATE NO. 027 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 09/20/16 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.380 2,070 108 JOINTED PLAIN CONCRETE PAVEMENT CY 125.0000 35,000.00 113.400 14,175.00 113.400 14,175 109 MECHANICALLY STABILIZED EMBANKMENT SQFT 88.0000 682,616.00 3,634.000 319,792 (F) 110 GEOSYNTEHTIC REINFORCED EMBANKMENT SQFT 160.0000 1,059,360.00 4,966.550 794,648 (F) 111 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 81.0000 1,829,547.00 1,128.000 91,368.00 10,595.680 858,250 112 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 138.0000 735,954.00 5,331.750 735,781 113 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 575,300.00 467.750 514,525 115 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,740.0000 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 0.050 5,250.00 0.050 5,250 (TRANSVERSE) 118 PRESTRESSING PRECAST GIRDER LS 145,000.0000 145,000.00 0.000 0 119 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 210.0000 502,110.00 833.640 175,064 (F) 120 STRUCTURAL CONCRETE, BRIDGE CY 590.0000 4,449,190.00 133.550 78,794.50 810.670 478,295 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 1,249,500.00 825.000 412,500 (F) 122 STRUCTURAL CONCRETE, SOUND WALL CY 700.0000 98,000.00 140.000 98,000 (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 1,510.000 1,374,100 127 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 434,000.00 137.600 192,640 128 MINOR CONCRETE (BACKFILL) CY 200.0000 66,000.00 79.400 15,880 129 FRACTURED RIB TEXTURE SQFT 15.0000 249,105.00 2,623.110 39,346 (F) 130 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 297,000.00 27.000 297,000 GIRDER (60'-70') PROGRAM CAS145 PAGE 6 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 03:42 PM ESTIMATE NO. 027 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 09/20/16 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 108,000 GIRDER (70'-80') 132 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,000.0000 324,000.00 18.000 324,000 GIRDER (80'-90') 133 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 207,000.00 9.000 207,000 GIRDER (90'-100') 134 ERECT PRECAST PRESTRESSED CONCRETE EA 3,800.0000 239,400.00 63.000 239,400 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 67,005.000 53,604.00 801,864.000 641,491 (F) 141 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8500 525,317.00 320,774.000 272,657 (F) 142 BAR REINFORCING STEEL (BOX CULVERT) LB 1.2000 430,827.60 263,714.000 316,456 (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 23,820.000 95,280 149 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 20,225.00 23,820.000 11,910 150 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 19,800.00 280.000 4,200 151 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 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 03:42 PM ESTIMATE NO. 027 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 09/20/16 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,937.000 334,488 (F) 163 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 96.0000 37,440.00 134.700 12,931 164 12" ALTERNATIVE PIPE CULVERT (TYPE B) LF 60.0000 24,600.00 338.300 20,298 165 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 58.0000 101,500.00 139.200 8,073 166 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 53.0000 120,310.00 733.500 38,875 167 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 274.0000 24,934.00 90.800 24,879 168 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 84.0000 68,880.00 255.100 21,428 169 30" ALTERNATIVE PIPE CULVERT LF 94.0000 56,400.00 714.200 67,134 170 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 43.000 38,700 177 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 1.000 3,600 181 21" AUTOMATIC DRAINAGE GATE EA 3,900.0000 3,900.00 0.000 0 182 SIDEWALK DRAIN LF 40.0000 2,440.00 61.000 2,440 183 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 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 03:42 PM ESTIMATE NO. 027 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 09/20/16 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 310,750.00 352.624 96,971 CONSTRUCTION) 189 MINOR CONCRETE (GUTTER DEPRESSION) CY 700.0000 84,000.00 3.700 2,590.00 33.656 23,559 190 MISCELLANEOUS IRON AND STEEL LB 1.6000 121,440.00 32,452.000 51,923 191 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 6,100.000 30,500 193 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 58,200.00 257.000 7,710 195 10' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 3,000.00 4.000 3,000 196 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 15,200.00 150.000 5,700 201 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 1.000 750 207 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 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 03:42 PM ESTIMATE NO. 027 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 09/20/16 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 70,400.00 880.000 48,400 214 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 73,185.00 450.000 38,250 (F) 219 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 340.0000 257,720.00 758.000 257,720 (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 26,800.00 784.000 784 222 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,530.00 0.000 0 223 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 14,540.00 100.000 200 224 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 51,900.00 775.000 4,650 227 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 21,300.00 0.000 0 (BROKEN 36-12) 228 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,270.00 583.000 583 (BROKEN 17-7) 229 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 105,000.00 24,061.000 24,061 230 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 3,360.00 126.000 378 231 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 16,680.00 812.000 2,436 232 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 15,800.00 544.000 2,720 233 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 0.455 218,400.00 0.617 296,160 236 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 0.224 107,520 PROGRAM CAS145 PAGE 10 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 03:42 PM ESTIMATE NO. 027 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 09/20/16 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.205 23,267 240 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.131 52,400 241 INTERCONNECTION SYSTEM (CITY STREET) LS 455,000.0000 455,000.00 0.112 50,960 242 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 0.190 17,955 (STAGE CONSTRUCTION) 253 GUARD POST EA 400.0000 1,600.00 4.000 1,600 254 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 1.000 90,000 PROGRAM CAS145 PAGE 11 DATE 09/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 03:42 PM ESTIMATE NO. 027 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 09/20/16 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 09/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 669,607.34 17,885,678.00 ADJUSTMENT OF COMPENSATION 0.00 143,024.34 EXTRA WORK 93,112.85 2,937,035.06 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 762,720.19 20,965,737.40 257 MOBILIZATION LS 5,080,000.0000 5,080,000.00 0.950 4,826,000 ORIGINAL CONTRACT AMOUNT 52,751,741.20 TOTAL WORK COMPLETED 762,720.19 25,791,737.40 MATERIALS ON HAND ON SITE 764,643.15 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -3,000.00 TOTAL 759,720.19 26,553,380.55 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 09/12/18 463 86 34 0 45% 38% PROGRESS IS SATISFACTORY CHEUNG, JOY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/16