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 11/26/18 EST. NO. 056 TIME 05:03 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 0571 314.64 E.W. @ F.A.(+) 100418 N 2616.0 0572 221.52 101218 N 2617.0 0573 314.64 101518 N 2661.0 0574 4,519.70 072118 N 2648.0 015 0075 397.62 E.W. @ F.A.(+) 082718 N 2405.0 0076 656.97 082818 N 2631.0 035 0059 771.12 E.W. @ F.A.(+) 100218 N 2606.0 0060 771.12 100318 N 2607.0 047 0040 200.00 E.W. @ L.S.(+) 093018 N 2615.0 055 0035 1,267.61 E.W. @ F.A.(+) 081618 N 2621.0 0036 4,056.22 090718 N 2622.0 0037 2,434.69 091018 N 2623.0 0038 778.55 072518 N 2624.0 0040 2,077.03 060818 N 2626.0 0042 7,312.64 062718 N 2628.0 0043 641.09 061418 N 2629.0 0044 1,353.22 061118 N 2630.0 083 0003 185,934.83 A.C. @ F.A.(+) 111618 N 2663.2 214,023.21 TOTAL THIS ESTIMATE 5,697,032.91 TOTAL PREVIOUS ESTIMATE 5,911,056.12 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 11/26/18 EST. NO. 056 TIME 05:03 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 LATE CPM SCHEDULES -207,669.66 033 LATE CPM SCHEDULES 207,669.66 034 LATE ANNUAL REPORT -10,000.00 037 LATE ASBUILTS GRE 18 -10,000.00 037 LATE REOPEN 7/17/17 -9,575.00 037 ASBUILTS GRE 18 10,000.00 039 LATE ANNUAL REPORT 10,000.00 039 0.00 -12,575.00 TOTAL DEDUCTIONS 0.00 -12,575.00 PROGRAM CAS145 PAGE 1 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 05:03 PM ESTIMATE NO. 056 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 11/20/18 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 11/26/18 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-880-28.4/29.2 ----------------------- RGW CONSTRUCTION, INC IN OAKLAND FROM 0.2 MILE SOUTH OF 6267 SOUTHFRONT ROAD 29TH AVE OC TO 0.3 MI. NORTH OF___ LIVERMORE, CA 94551 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 0.900 5,850 002 CONSTRUCTION SITE MANAGEMENT LS 225,000.0000 225,000.00 0.980 220,500 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,300.0000 5,300.00 0.750 3,975 004 TIME-RELATED OVERHEAD (WDAY) WDAY 5,875.0000 5,405,000.00 -14.000 -82,250.00 941.000 5,528,375 005 CONSTRUCTION AREA SIGNS LS 52,000.0000 52,000.00 0.900 46,800 006 TRAFFIC CONTROL SYSTEM LS 950,000.0000 950,000.00 0.995 945,250 007 TYPE II BARRICADE EA 30.0000 10,200.00 14.000 420.00 97.000 2,910 008 TYPE III BARRICADE EA 80.0000 8,800.00 14.000 1,120.00 40.000 3,200 009 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 39,750.00 29.000 725.00 618.000 15,450 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.985 39,400 011 TEMPORARY RAILING (TYPE K) LF 15.0000 204,000.00 2,040.000 30,600.00 14,721.000 220,815 012 TEMPORARY CRASH CUSHION MODULE EA 119.0000 38,080.00 4.000 476.00 314.000 37,366 013 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 15,000.00 1.000 5,000.00 4.000 20,000 014 TEMPORARY TRAFFIC SCREEN LF 3.0000 40,800.00 4,340.000 13,020 015 PREPARE STORM WATER POLLUTION PREVENTION LS 2,300.0000 2,300.00 1.000 2,300 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 85,000.00 1.000 500.00 59.000 29,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 25,600.00 28.000 11,200 018 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 4.000 8,000 019 TEMPORARY COVER SQYD 5.3000 23,744.00 417.000 2,210.10 6,545.960 34,693 020 TEMPORARY DRAINAGE INLET PROTECTION EA 135.0000 17,550.00 5.000 675.00 149.000 20,115 021 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 25,200.00 8.000 33,600 022 STREET SWEEPING LS 15,000.0000 15,000.00 0.985 14,775 PROGRAM CAS145 PAGE 2 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 05:03 PM ESTIMATE NO. 056 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 11/20/18 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.985 130,020 024 TEMPORARY CONCRETE WASHOUT LS 57,000.0000 57,000.00 0.985 56,145 025 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 7,640.050 7,640 028 NOISE MONITORING LS 65,000.0000 65,000.00 0.005 325.00 0.990 64,350 029 SURVEY OF EXISTING NON-HIGHWAY LS 48,000.0000 48,000.00 0.670 32,160 FACILITIES 030 ABANDON CULVERT (LF) LF 19.0000 71,060.00 1,477.000 28,063 031 REMOVE GUARD POST EA 25.0000 100.00 6.000 150 032 REMOVE CHAIN LINK FENCE LF 4.0000 17,200.00 5,516.000 22,064 033 REMOVE METAL BEAM GUARD RAILING LF 7.5000 17,325.00 974.500 7,308 034 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 43,350.00 13,642.000 6,821 035 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 720.00 202.500 810 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 15,700.00 14,619.000 7,309 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,040.00 566.500 2,266 038 REMOVE PAVEMENT MARKER EA 2.0000 17,140.00 2,002.000 4,004 039 REMOVE ROADSIDE SIGN EA 100.0000 11,000.00 6.000 600.00 22.000 2,200 040 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 99.000 198 042 REMOVE CULVERT (LF) LF 41.0000 2,337.00 527.000 21,607 043 REMOVE INLET EA 500.0000 24,500.00 25.000 12,500 044 REMOVE MANHOLE EA 1,600.0000 9,600.00 5.000 8,000 045 REMOVE RETAINING WALL (CY) CY 75.0000 17,250.00 230.000 17,250 046 REMOVE SEWER PIPE LF 25.0000 11,500.00 460.000 11,500 047 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 50.0000 442,000.00 7,253.440 362,672 048 REMOVE BASE AND SURFACING CY 31.0000 98,270.00 3,257.370 100,978 049 RELOCATE FENCE LF 30.0000 10,500.00 350.000 10,500 PROGRAM CAS145 PAGE 3 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 05:03 PM ESTIMATE NO. 056 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 11/20/18 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.000 7,560 051 MODIFY INLET EA 1,400.0000 4,200.00 1.000 1,400 052 MODIFY MANHOLE EA 2,100.0000 12,600.00 6.000 12,600 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.3500 62,484.00 7,435.530 47,215 054 REMOVE CONCRETE (CY) CY 50.0000 78,000.00 16.000 800.00 1,369.990 68,499 055 REMOVE CONCRETE BARRIER LF 15.0000 16,500.00 827.700 12,415 056 CAP INLET EA 1,600.0000 9,600.00 5.000 8,000 057 SAND BACKFILL CY 130.0000 44,200.00 143.700 18,681 058 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 0.400 120,000.00 0.400 120,000 060 BRIDGE REMOVAL, LOCATION B LS 220,000.0000 220,000.00 0.975 214,500 061 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 1.000 90,000 063 DEVELOP WATER SUPPLY LS 150,000.0000 150,000.00 0.005 750.00 0.990 148,500 064 ROADWAY EXCAVATION CY 28.0000 977,200.00 533.000 14,924.00 31,411.800 879,530 065 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 5,704.000 570,400 (F) 067 STRUCTURE EXCAVATION (RETAINING WALL) CY 56.0000 317,744.00 5,094.100 285,269 (F) 068 SAND BEDDING CY 200.0000 11,000.00 55.000 11,000 069 STRUCTURE BACKFILL CY 10.0000 45,700.00 4,398.780 43,987 070 STRUCTURE BACKFILL (BRIDGE) CY 78.0000 246,480.00 3,051.000 237,978 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) CY 52.0000 181,220.00 438.000 22,776.00 3,096.000 160,992 (F) 072 LIGHTWEIGHT FILL CY 125.0000 743,750.00 5,809.200 726,150 (EXPANDED POLYSTYRENE BLOCK) 073 GASOLINE RESISTANT GEOMEMBRANE SQYD 20.0000 69,200.00 3,480.350 69,607 074 CUSHION GEOTEXTILE SQYD 4.0000 13,040.00 3,351.150 13,404 075 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 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 05:03 PM ESTIMATE NO. 056 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 11/20/18 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK BLANKET SQYD 18.0000 12,240.00 228.830 4,118 078 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 15.0000 21,900.00 500.000 7,500.00 938.000 14,070 (SQYD) 079 EROSION CONTROL (COMPOST BLANKET) CY 160.0000 9,920.00 24.000 3,840.00 24.000 3,840 080 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 6,600.0000 26,400.00 0.320 2,112 081 MAINTAIN EXISTING PLANTED AREAS LS 45,000.0000 45,000.00 0.005 225.00 0.988 44,460 082 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 0.005 75.00 0.990 14,850 084 IRRIGATION SYSTEM LS 165,000.0000 165,000.00 0.100 16,500.00 0.200 33,000 085 IRRIGATION SLEEVE LF 25.0000 6,750.00 266.000 6,650 086 8" CORRUGATED HIGH DENSITY LF 66.0000 21,120.00 318.000 20,988 POLYETHYLENE PIPE CONDUIT 087 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 900.0000 5,400.00 1.000 900 088 IMPORTED TOPSOIL (CY) CY 35.0000 144,550.00 2,280.030 79,801 089 FIBER ROLLS LF 2.8000 29,120.00 660.000 1,848 090 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.010 150.00 0.968 14,520 091 LIME TON 190.0000 150,100.00 37.000 7,030.00 317.950 60,410 092 LIME STABILIZED SOIL SQYD 11.0000 193,600.00 823.000 9,053.00 7,384.920 81,234 093 CLASS 4 AGGREGATE SUBBASE CY 48.0000 121,920.00 1,394.100 66,916 094 CLASS 2 AGGREGATE BASE (CY) CY 64.0000 209,280.00 4,007.425 256,475 095 ASPHALTIC EMULSION (CURING SEAL) TON 1,400.0000 21,000.00 0.000 0 096 LEAN CONCRETE BASE CY 98.0000 180,320.00 36.000 3,528.00 780.000 76,440 097 LEAN CONCRETE BASE RAPID SETTING CY 150.0000 313,500.00 1,496.040 224,406 098 HOT MIX ASPHALT (TYPE A) TON 86.0000 1,788,800.00 205.810 17,699.66 13,887.240 1,194,302 099 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 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 05:03 PM ESTIMATE NO. 056 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 11/20/18 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.560 6,840 108 JOINTED PLAIN CONCRETE PAVEMENT CY 125.0000 35,000.00 148.400 18,550 109 MECHANICALLY STABILIZED EMBANKMENT SQFT 88.0000 682,616.00 7,274.600 640,164 (F) 110 GEOSYNTEHTIC REINFORCED EMBANKMENT SQFT 160.0000 1,059,360.00 6,621.000 1,059,360 (F) 111 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 81.0000 1,829,547.00 -1,775.320 -143,800.92 22,153.430 1,794,427 112 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 5,364.980 1,394,894 114 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,100.0000 575,300.00 523.000 575,300 115 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 1.000 265,000 117 PRESTRESSING CAST-IN-PLACE CONCRETE LS 105,000.0000 105,000.00 0.175 18,375.00 1.000 105,000 (TRANSVERSE) 118 PRESTRESSING PRECAST GIRDER LS 145,000.0000 145,000.00 1.000 145,000 119 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 210.0000 502,110.00 2,391.640 502,244 (F) 120 STRUCTURAL CONCRETE, BRIDGE CY 590.0000 4,449,190.00 -172.920 -102,022.80 7,307.820 4,311,613 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 1,249,500.00 64.500 32,250.00 2,020.100 1,010,050 (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 329,685.00 104.000 48,360.00 709.000 329,685 (F) 124 LOAD DISTRIBUTION SLAB CY 420.0000 130,200.00 273.000 114,660 125 STRUCTURAL CONCRETE, APPROACH SLAB CY 660.0000 277,860.00 66.000 43,560.00 391.000 258,060 (F) (TYPE N) 126 STRUCTURAL CONCRETE, BOX CULVERT CY 910.0000 1,865,500.00 2,061.400 1,875,874 127 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 434,000.00 31.400 43,960.00 222.000 310,800 128 MINOR CONCRETE (BACKFILL) CY 200.0000 66,000.00 37.500 7,500.00 167.200 33,440 129 FRACTURED RIB TEXTURE SQFT 15.0000 249,105.00 422.500 6,337.50 14,210.690 213,160 (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 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 05:03 PM ESTIMATE NO. 056 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 11/20/18 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 98.000 55,860 138 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 10.000 11,000 140 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 3,035,891.20 60,414.610 48,331.69 3,794,863.600 3,035,890 (F) 141 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8500 525,317.00 215,452.500 183,134.63 563,706.500 479,150 (F) 142 BAR REINFORCING STEEL (BOX CULVERT) LB 1.2000 430,827.60 359,023.000 430,827 (F) 143 HEADED BAR REINFORCEMENT EA 22.0000 7,392.00 8.000 176.00 336.000 7,392 (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 11,100.000 66,600 147 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.1000 12,210.00 11,100.000 12,210.00 11,100.000 12,210 148 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 10,320.00 128.700 1,544.40 357.800 4,293 (0.063"-UNFRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,470.00 84.000 1,092.00 132.000 1,716 (0.080"-UNFRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,320.00 101.000 1,818 (0.063"-FRAMED) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 3,420.00 48.000 912.00 112.000 2,128 (0.080"-FRAMED) 155 METAL (BARRIER MOUNTED SIGN) LB 9.0000 19,260.00 457.800 4,120 156 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 11.000 1,925.00 33.000 5,775 PROGRAM CAS145 PAGE 7 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 05:03 PM ESTIMATE NO. 056 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 11/20/18 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 350.00 5.000 1,750 159 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 7,400.00 20.000 2,000.00 39.000 3,900 METHOD) 160 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 300.0000 4,500.00 3.000 900 161 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 29.300 2,812.80 213.500 20,496 164 12" ALTERNATIVE PIPE CULVERT (TYPE B) LF 60.0000 24,600.00 31.500 1,890.00 369.800 22,188 165 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 58.0000 101,500.00 349.700 20,282.60 1,435.900 83,282 166 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 53.0000 120,310.00 1,425.900 75,572 167 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 68,880.00 992.000 83,328 169 30" ALTERNATIVE PIPE CULVERT LF 94.0000 56,400.00 605.200 56,888 170 36" ALTERNATIVE PIPE CULVERT LF 102.0000 52,020.00 212.500 21,675.00 212.500 21,675 171 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 46,237.500 83,227 176 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 112,000.00 442.000 44,200 179 WELDED STEEL PIPE CASING (BRIDGE) LF 76.0000 18,240.00 189.000 14,364 180 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 48,300.00 229.500 48,195 PROGRAM CAS145 PAGE 8 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 05:03 PM ESTIMATE NO. 056 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 11/20/18 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 30,000 186 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 310,750.00 839.254 230,794 CONSTRUCTION) 189 MINOR CONCRETE (GUTTER DEPRESSION) CY 700.0000 84,000.00 12.200 8,540.00 65.056 45,539 190 MISCELLANEOUS IRON AND STEEL LB 1.6000 121,440.00 4,054.000 6,486.40 52,474.000 83,958 191 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 64,267.00 9,181.000 64,267 192 TEMPORARY FENCE (TYPE CL-6) LF 5.0000 37,200.00 7,288.000 36,440 193 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 1,040.000 31,200 195 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 75.000 2,850.00 225.000 8,550 201 VEGETATION CONTROL (MINOR CONCRETE) SQYD 87.0000 51,330.00 0.000 0 202 CHAIN LINK RAILING (TYPE 7) LF 65.0000 262,145.00 916.000 59,540.00 3,709.080 241,090 (F) 203 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 165.0000 317,955.00 87.000 14,355.00 1,897.000 313,005 (F) 204 HANDRAILING LF 75.0000 56,250.00 445.000 33,375 205 TRANSITION RAILING (TYPE WB) EA 3,200.0000 16,000.00 1.000 3,200.00 1.000 3,200 206 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 3,750.00 1.000 750.00 2.000 1,500 207 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 16,800.00 1.000 2,800.00 1.000 2,800 208 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 76.500 10,327 210 CONCRETE BARRIER (TYPE 60G) LF 50.0000 4,000.00 0.000 0 211 CONCRETE BARRIER (TYPE 60GC) LF 60.0000 76,800.00 151.000 9,060.00 435.000 26,100 PROGRAM CAS145 PAGE 9 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 05:03 PM ESTIMATE NO. 056 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 11/20/18 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 31,200.00 125.000 8,125 213 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 94.500 7,087 215 CONCRETE BARRIER (TYPE 60RA MODIFIED) LF 85.0000 34,000.00 197.000 16,745 216 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 1,973.000 201,246 (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 4,230.000 4,230 222 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,530.00 2,968.000 2,968 223 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 14,540.00 2,671.000 5,342 224 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 3,718.000 22,308 227 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 21,300.00 1,003.000 1,003 (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 4,715.000 4,715.00 65,451.000 65,451 230 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 3,360.00 294.000 882.00 1,042.000 3,126 231 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 16,680.00 2,005.500 6,016 232 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 15,800.00 190.000 950.00 1,452.500 7,262 233 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 0.776 349,200 235 SIGNAL AND LIGHTING (CITY) LS 480,000.0000 480,000.00 0.950 456,000 236 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 160,000.0000 160,000.00 0.982 157,120 237 SIGNAL AND LIGHTING (CITY) LS 47,000.0000 47,000.00 0.600 28,200 (STAGE CONSTRUCTION) 238 LIGHTING (CITY STREET) LS 480,000.0000 480,000.00 0.158 75,840.00 0.905 434,400 PROGRAM CAS145 PAGE 10 DATE 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 05:03 PM ESTIMATE NO. 056 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 11/20/18 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.072 8,172.00 0.905 102,717 240 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.320 128,000 241 INTERCONNECTION SYSTEM (CITY STREET) LS 455,000.0000 455,000.00 0.096 43,680.00 0.662 301,210 242 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 2.000 21,000.00 6.000 63,000 251 TRAFFIC OPERATIONS SYSTEM LS 250,000.0000 250,000.00 0.020 5,000.00 0.758 189,500 252 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 11/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 05:03 PM ESTIMATE NO. 056 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 11/20/18 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 11/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 705,927.06 42,440,611.47 ADJUSTMENT OF COMPENSATION 185,934.83 658,763.85 EXTRA WORK 28,088.38 5,252,292.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 919,950.27 48,351,667.59 257 MOBILIZATION LS 5,080,000.0000 5,080,000.00 1.000 5,080,000 ORIGINAL CONTRACT AMOUNT 52,751,741.20 TOTAL WORK COMPLETED 919,950.27 53,431,667.59 MATERIALS ON HAND ON SITE -76,594.52 487,502.22 DEDUCTIONS 0.00 -12,575.00 TOTAL 843,355.75 53,906,594.81 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 10/28/19 941 112 33 0 89% 78% PROGRESS IS SATISFACTORY CHEUNG, JOY RESIDENT ENGINEER PROGRAM CAS145 DATE 11/26/18