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 05/22/20 EST. NO. 075 TIME 08:31 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 --------------------------------------------------------------------------- 118 0021 3,651.62 E.W. @ F.A.(+) 051420 N 3380 0 127 0001 933,477.00 A.C. @ L.S.(+) 052120 N CO1270 937,128.62 TOTAL THIS ESTIMATE 9,498,979.51 TOTAL PREVIOUS ESTIMATE 10,436,108.13 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 05/22/20 EST. NO. 075 TIME 08:31 AM 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 CIDH PILE ANOMALIES -51,000.00 061 LATE REOPEN 4/2/18 -84,000.00 066 LABOR COMPLIANCE -5,000.00 068 RELEASE LATE REOPEN 84,000.00 068 RELEASE LAB COMPL. 5,000.00 070 0.00 -63,575.00 TOTAL DEDUCTIONS 0.00 -63,575.00 PROGRAM CAS145 PAGE 1 DATE 05/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 08:31 AM ESTIMATE NO. 075 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 05/22/20 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 05/22/20 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 1.000 6,500 002 CONSTRUCTION SITE MANAGEMENT LS 225,000.0000 225,000.00 1.000 225,000 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,300.0000 5,300.00 1.000 5,300 004 TIME-RELATED OVERHEAD (WDAY) WDAY 5,875.0000 5,405,000.00 1,024.000 6,016,000 005 CONSTRUCTION AREA SIGNS LS 52,000.0000 52,000.00 1.000 52,000 006 TRAFFIC CONTROL SYSTEM LS 950,000.0000 950,000.00 1.000 950,000 007 TYPE II BARRICADE EA 30.0000 10,200.00 99.000 2,970 008 TYPE III BARRICADE EA 80.0000 8,800.00 42.000 3,360 009 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 39,750.00 653.000 16,325 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 1.000 40,000 011 TEMPORARY RAILING (TYPE K) LF 15.0000 204,000.00 16,121.000 241,815 012 TEMPORARY CRASH CUSHION MODULE EA 119.0000 38,080.00 314.000 37,366 013 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 15,000.00 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 71.000 35,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 25,600.00 35.000 14,000 018 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 5.000 10,000 019 TEMPORARY COVER SQYD 5.3000 23,744.00 7,351.960 38,965 020 TEMPORARY DRAINAGE INLET PROTECTION EA 135.0000 17,550.00 178.000 24,030 021 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 25,200.00 6.000 25,200 022 STREET SWEEPING LS 15,000.0000 15,000.00 1.000 15,000 PROGRAM CAS145 PAGE 2 DATE 05/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 08:31 AM ESTIMATE NO. 075 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 05/22/20 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 05/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 132,000 024 TEMPORARY CONCRETE WASHOUT LS 57,000.0000 57,000.00 1.000 57,000 025 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 26,510.050 26,510 028 NOISE MONITORING LS 65,000.0000 65,000.00 1.000 65,000 029 SURVEY OF EXISTING NON-HIGHWAY LS 48,000.0000 48,000.00 1.000 48,000 FACILITIES 030 ABANDON CULVERT (LF) LF 19.0000 71,060.00 3,219.000 61,161 031 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 2,310.000 17,325 034 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 43,350.00 15,891.000 7,945 035 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 720.00 277.500 1,110 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 15,700.00 15,141.000 7,570 037 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 11,000.00 110.000 11,000 040 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 2,337.00 732.000 30,012 043 REMOVE INLET EA 500.0000 24,500.00 43.000 21,500 044 REMOVE MANHOLE EA 1,600.0000 9,600.00 6.000 9,600 045 REMOVE RETAINING WALL (CY) CY 75.0000 17,250.00 514.000 38,550 046 REMOVE SEWER PIPE LF 25.0000 11,500.00 460.000 11,500 047 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 50.0000 442,000.00 11,820.410 591,020 048 REMOVE BASE AND SURFACING CY 31.0000 98,270.00 3,708.390 114,960 049 RELOCATE FENCE LF 30.0000 10,500.00 350.000 10,500 PROGRAM CAS145 PAGE 3 DATE 05/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 08:31 AM ESTIMATE NO. 075 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 05/22/20 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 05/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 29.000 15,660 051 MODIFY INLET EA 1,400.0000 4,200.00 4.000 5,600 052 MODIFY MANHOLE EA 2,100.0000 12,600.00 7.000 14,700 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.3500 62,484.00 12,176.530 77,320 054 REMOVE CONCRETE (CY) CY 50.0000 78,000.00 1,643.600 82,180 055 REMOVE CONCRETE BARRIER LF 15.0000 16,500.00 1,127.700 16,915 056 CAP INLET EA 1,600.0000 9,600.00 6.000 9,600 057 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 1.000 300,000 060 BRIDGE REMOVAL, LOCATION B LS 220,000.0000 220,000.00 1.000 220,000 061 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 1.000 150,000 064 ROADWAY EXCAVATION CY 28.0000 977,200.00 35,926.000 1,005,928 065 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 5,674.100 317,749 (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 3,160.000 246,480 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) CY 52.0000 181,220.00 3,485.000 181,220 (F) 072 LIGHTWEIGHT FILL CY 125.0000 743,750.00 6,734.000 841,750 (EXPANDED POLYSTYRENE BLOCK) 073 GASOLINE RESISTANT GEOMEMBRANE SQYD 20.0000 69,200.00 3,703.300 74,066 074 CUSHION GEOTEXTILE SQYD 4.0000 13,040.00 3,703.300 14,813 075 HIGHWAY PLANTING LS 110,000.0000 110,000.00 1.000 110,000 076 IMPORTED BIOFILTRATION SOIL CY 50.0000 8,500.00 170.000 8,500 PROGRAM CAS145 PAGE 4 DATE 05/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 08:31 AM ESTIMATE NO. 075 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 05/22/20 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 05/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK BLANKET SQYD 18.0000 12,240.00 680.000 12,240 078 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 15.0000 21,900.00 1,560.000 23,400 (SQYD) 079 EROSION CONTROL (COMPOST BLANKET) CY 160.0000 9,920.00 130.000 20,800 080 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 6,600.0000 26,400.00 4.050 26,730 081 MAINTAIN EXISTING PLANTED AREAS LS 45,000.0000 45,000.00 1.000 45,000 082 PLANT ESTABLISHMENT WORK LS 60,000.0000 60,000.00 0.050 3,000.00 0.950 57,000 083 MAINTAIN EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 1.000 15,000 084 IRRIGATION SYSTEM LS 165,000.0000 165,000.00 1.000 165,000 085 IRRIGATION SLEEVE LF 25.0000 6,750.00 270.000 6,750 086 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 7.000 6,300 088 IMPORTED TOPSOIL (CY) CY 35.0000 144,550.00 4,130.000 144,550 089 FIBER ROLLS LF 2.8000 29,120.00 10,400.000 29,120 090 FINISHING ROADWAY LS 15,000.0000 15,000.00 1.000 15,000 091 LIME TON 190.0000 150,100.00 426.630 81,059 092 LIME STABILIZED SOIL SQYD 11.0000 193,600.00 9,733.250 107,065 093 CLASS 4 AGGREGATE SUBBASE CY 48.0000 121,920.00 2,340.100 112,324 094 CLASS 2 AGGREGATE BASE (CY) CY 64.0000 209,280.00 4,431.025 283,585 095 ASPHALTIC EMULSION (CURING SEAL) TON 1,400.0000 21,000.00 0.000 0 096 LEAN CONCRETE BASE CY 98.0000 180,320.00 1,288.750 126,297 097 LEAN CONCRETE BASE RAPID SETTING CY 150.0000 313,500.00 2,846.540 426,981 098 HOT MIX ASPHALT (TYPE A) TON 86.0000 1,788,800.00 22,623.680 1,945,636 099 PLACE HOT MIX ASPHALT DIKE LF 10.0000 1,400.00 16.000 160 (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 650.00 117.000 1,170 (TYPE C MODIFIED) 103 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.0000 230.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 08:31 AM ESTIMATE NO. 075 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 05/22/20 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 05/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,200.00 377.000 3,770 (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 6.510 9,765 108 JOINTED PLAIN CONCRETE PAVEMENT CY 125.0000 35,000.00 148.400 18,550 109 MECHANICALLY STABILIZED EMBANKMENT SQFT 88.0000 682,616.00 7,757.000 682,616 (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 22,587.000 1,829,547 112 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 138.0000 735,954.00 5,332.500 735,885 113 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 260.0000 1,182,480.00 4,548.000 1,182,480 114 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 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 2,391.000 502,110 (F) 120 STRUCTURAL CONCRETE, BRIDGE CY 590.0000 4,449,190.00 7,541.000 4,449,190 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 1,249,500.00 2,499.000 1,249,500 (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 329,685.00 709.000 329,685 (F) 124 LOAD DISTRIBUTION SLAB CY 420.0000 130,200.00 357.250 150,045 125 STRUCTURAL CONCRETE, APPROACH SLAB CY 660.0000 277,860.00 421.000 277,860 (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 434,000.00 289.500 405,300 128 MINOR CONCRETE (BACKFILL) CY 200.0000 66,000.00 356.700 71,340 129 FRACTURED RIB TEXTURE SQFT 15.0000 249,105.00 16,607.000 249,105 (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 05/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 08:31 AM ESTIMATE NO. 075 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 05/22/20 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 05/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 52.000 4,160 136 JOINT SEAL (MR 1 1/2") LF 90.0000 7,920.00 88.000 7,920 137 JOINT SEAL ASSEMBLY (MR 3") LF 570.0000 66,120.00 98.000 55,860 138 JOINT SEAL (TYPE AL) LF 33.0000 3,663.00 111.000 3,663 139 JOINT SEAL ASSEMBLY (MR 9") LF 1,100.0000 196,900.00 178.960 196,856 140 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 3,035,891.20 3,794,864.000 3,035,891 (F) 141 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8500 525,317.00 618,020.000 525,317 (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 7,392.00 336.000 7,392 (F) 144 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.0000 40,278.00 6,713.000 40,278 WITH WALKWAY) 145 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.8000 18,796.40 6,713.000 18,796 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 12,210 148 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 161,800.00 40,450.000 161,800 149 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 20,225.00 40,450.000 20,225 150 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 19,800.00 1,313.300 19,699 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 10,320.00 895.900 10,750 (0.063"-UNFRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,470.00 300.000 3,900 (0.080"-UNFRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,320.00 240.000 4,320 (0.063"-FRAMED) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 3,420.00 180.000 3,420 (0.080"-FRAMED) 155 METAL (BARRIER MOUNTED SIGN) LB 9.0000 19,260.00 1,678.600 15,107 156 METAL (SOUND WALL MOUNTED SIGN) LB 9.0000 9,000.00 1,000.000 9,000 157 ROADSIDE SIGN - ONE POST EA 175.0000 10,850.00 76.000 13,300 PROGRAM CAS145 PAGE 7 DATE 05/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 08:31 AM ESTIMATE NO. 075 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 05/22/20 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 05/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.000 3,850 159 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 7,400.00 67.000 6,700 METHOD) 160 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 300.0000 4,500.00 9.000 2,700 161 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 400.00 4.000 400 EXISTING POST 162 SOUND WALL (MASONRY BLOCK) SQFT 24.0000 440,112.00 18,338.000 440,112 (F) 163 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 96.0000 37,440.00 460.300 44,188 164 12" ALTERNATIVE PIPE CULVERT (TYPE B) LF 60.0000 24,600.00 369.800 22,188 165 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 58.0000 101,500.00 1,689.500 97,991 166 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 53.0000 120,310.00 2,238.100 118,619 167 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 1,132.000 95,088 169 30" ALTERNATIVE PIPE CULVERT LF 94.0000 56,400.00 621.200 58,392 170 36" ALTERNATIVE PIPE CULVERT LF 102.0000 52,020.00 502.400 51,244 171 21" REINFORCED CONCRETE PIPE LF 127.0000 10,033.00 152.700 19,392 172 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 23.0000 6,440.00 280.000 6,440 173 3" PLASTIC PIPE (EDGE DRAIN) LF 21.0000 36,330.00 1,049.000 22,029 174 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 41.0000 9,430.00 113.000 4,633 175 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 49.000 1,960 178 GRATED LINE DRAIN LF 100.0000 112,000.00 678.910 67,891 179 WELDED STEEL PIPE CASING (BRIDGE) LF 76.0000 18,240.00 200.500 15,238 180 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 05/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 08:31 AM ESTIMATE NO. 075 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 05/22/20 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 05/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,950.00 130.000 14,950 (LIGHT, METHOD B) (CY) 187 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 450.00 150.000 450 188 MINOR CONCRETE (MISCELLANEOUS CY 275.0000 310,750.00 1,179.034 324,234 CONSTRUCTION) 189 MINOR CONCRETE (GUTTER DEPRESSION) CY 700.0000 84,000.00 120.556 84,389 190 MISCELLANEOUS IRON AND STEEL LB 1.6000 121,440.00 70,173.000 112,276 191 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 17,000.00 680.000 17,000 194 CHAIN LINK FENCE (TYPE CL-6) LF 30.0000 58,200.00 1,963.000 58,890 195 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 8.000 6,000 197 DELINEATOR (CLASS 1) EA 40.0000 2,280.00 36.000 1,440 198 OBJECT MARKER EA 50.0000 850.00 17.000 850 199 CONCRETE BARRIER MARKER EA 40.0000 2,120.00 13.000 520 200 METAL BEAM GUARD RAILING LF 38.0000 15,200.00 475.000 18,050 201 VEGETATION CONTROL (MINOR CONCRETE) SQYD 87.0000 51,330.00 610.000 53,070 202 CHAIN LINK RAILING (TYPE 7) LF 65.0000 262,145.00 4,044.000 262,860 (F) 203 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 165.0000 317,955.00 1,927.000 317,955 (F) 204 HANDRAILING LF 75.0000 56,250.00 597.000 44,775 205 TRANSITION RAILING (TYPE WB) EA 3,200.0000 16,000.00 5.000 16,000 206 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 3,750.00 5.000 3,750 207 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 16,800.00 6.000 16,800 208 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 1.000 50,000 209 CONCRETE BARRIER (TYPE 60C) LF 135.0000 68,850.00 505.500 68,242 210 CONCRETE BARRIER (TYPE 60G) LF 50.0000 4,000.00 80.000 4,000 211 CONCRETE BARRIER (TYPE 60GC) LF 60.0000 76,800.00 1,157.500 69,450 PROGRAM CAS145 PAGE 9 DATE 05/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 08:31 AM ESTIMATE NO. 075 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 05/22/20 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 05/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 31,200.00 629.000 40,885 213 CONCRETE BARRIER (TYPE 60DB MODIFIED) LF 55.0000 70,400.00 1,296.000 71,280 214 CONCRETE BARRIER (TYPE 60SC) LF 75.0000 14,250.00 190.000 14,250 215 CONCRETE BARRIER (TYPE 60RA MODIFIED) LF 85.0000 34,000.00 419.000 35,615 216 CONCRETE BARRIER (TYPE 60RB MODIFIED) LF 110.0000 10,010.00 91.000 10,010 217 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 102.0000 265,914.00 2,607.000 265,914 (F) 218 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 85.0000 73,185.00 861.000 73,185 (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 29,565.00 219.000 29,565 (F) 221 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 26,800.00 26,372.000 26,372 222 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,530.00 9,716.920 9,716 223 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 14,540.00 7,954.500 15,909 224 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 750.00 378.000 378 (BROKEN 8-4) 225 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,360.00 951.000 1,902 (BROKEN 12-3) 226 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 51,900.00 6,638.750 39,832 227 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 3,463.000 3,463 (BROKEN 17-7) 229 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 105,000.00 66,383.230 66,383 230 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 3,360.00 1,042.000 3,126 231 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 16,680.00 2,006.000 6,018 232 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 15,800.00 1,558.000 7,790 233 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 27,500.0000 27,500.00 1.000 27,500 SYSTEM ELEMENTS DURING CONSTRUCTION 234 SIGNAL AND LIGHTING LS 450,000.0000 450,000.00 1.000 450,000 235 SIGNAL AND LIGHTING (CITY) LS 480,000.0000 480,000.00 1.000 480,000 236 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 160,000.0000 160,000.00 1.000 160,000 237 SIGNAL AND LIGHTING (CITY) LS 47,000.0000 47,000.00 1.000 47,000 (STAGE CONSTRUCTION) 238 LIGHTING (CITY STREET) LS 480,000.0000 480,000.00 1.000 480,000 PROGRAM CAS145 PAGE 10 DATE 05/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 08:31 AM ESTIMATE NO. 075 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 05/22/20 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 05/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 113,500 240 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 1.000 400,000 241 INTERCONNECTION SYSTEM (CITY STREET) LS 455,000.0000 455,000.00 1.000 455,000 242 ELECTRIC SERVICE (IRRIGATION) LS 89,000.0000 89,000.00 1.000 89,000 243 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 1,550.0000 1,550.00 1.000 1,550 UNIT 244 CAMERA CONTROL UNIT EA 2,500.0000 5,000.00 2.000 5,000 245 VIDEO ENCODER UNIT EA 6,400.0000 12,800.00 2.000 12,800 246 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,200.0000 4,400.00 2.000 4,400 MODEM ASSEMBLY 247 RACK MOUNT POWER STRIP EA 350.0000 700.00 2.000 700 248 EQUIPMENT SHELF WITH BRACKET EA 300.0000 600.00 2.000 600 249 HYBRID CAMERA CABLE AND CONNECTORS LF 8.0000 8,400.00 1,050.000 8,400 250 EMERGENCY VEHICLE DETECTOR SYSTEM EA 10,500.0000 73,500.00 7.000 73,500 251 TRAFFIC OPERATIONS SYSTEM LS 250,000.0000 250,000.00 0.928 232,000 252 TRAFFIC OPERATIONS SYSTEM LS 94,500.0000 94,500.00 1.000 94,500 (STAGE CONSTRUCTION) 253 GUARD POST EA 400.0000 1,600.00 6.000 2,400 254 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 05/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7104 TIME 08:31 AM ESTIMATE NO. 075 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 05/22/20 R.E. NAME: CHEUNG, JOY DATE OF THIS ESTIMATE 05/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,000.00 48,427,634.63 ADJUSTMENT OF COMPENSATION 933,477.00 1,887,417.24 EXTRA WORK 3,651.62 8,548,690.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 940,128.62 58,863,742.76 257 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 940,128.62 63,943,742.76 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -63,575.00 TOTAL 940,128.62 63,880,167.76 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/13/14 1170 07/10/14 07/10/14 05/28/20 1330 162 162 0 98% 100% PROGRESS IS SATISFACTORY CHEUNG, JOY RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/20