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 10/21/19 EST. NO. 005 TIME 08:36 AM R.E. NAME: PIRZADEH, BEHROOZ 12-0K0224 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 10/21/19 EST. NO. 005 TIME 08:36 AM R.E. NAME: PIRZADEH, BEHROOZ 12-0K0224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 LOCATION PROGRESS ESTIMATE 12-ORA-5-14.5/17.1 ----------------- FLATIRON WEST, INC. IN ORA CO, IN MISSION VIEJO AND 1770 LA COSTA MEADOWS DRIVE LAGUNA HILLS, ON ROUTE 5 FROM 0.7 SAN MARCOS CA 92078 MILE S OF OSO PKWY TO 0.3 MILE S OF ALICIA PKWY OC FED. AID NO. TPLN-6212(22)N ADD ONE LANE IN EACH DIRECTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,500.0000 7,425,000.00 19.000 142,500.00 98.000 735,000 004 CONSTRUCTION AREA SIGNS LS 220,000.0000 220,000.00 0.330 72,600 005 TRAFFIC CONTROL SYSTEM LS 2,565,000.1000 2,565,000.10 0.020 51,300.00 0.099 253,935 006 TYPE II BARRICADE EA 100.0000 1,800.00 0.000 0 007 TYPE III BARRICADE EA 175.0000 21,000.00 0.000 0 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,850.00 107.000 3,745.00 168.000 5,880 009 PORTABLE DELINEATOR EA 45.0000 1,710.00 0.000 0 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 50,000.0000 50,000.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,500.0000 172,500.00 2.000 15,000 012 TEMPORARY RAILING (TYPE K) LF 9.0000 927,000.00 21,052.000 189,468.00 33,432.000 300,888 013 TEMPORARY CRASH CUSHION MODULE EA 175.0000 117,250.00 85.000 14,875.00 141.000 24,675 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,500.0000 71,500.00 2.000 11,000.00 8.000 44,000 015 TEMPORARY TRAFFIC SCREEN LF 2.0000 193,200.00 5,100.000 10,200.00 10,523.000 21,046 016 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.020 4,000.00 0.099 19,800 017 PREPARE STORM WATER POLLUTION PREVENTION LS 7,500.0000 7,500.00 0.500 3,750 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 60,000.00 0.000 0 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 35,000.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 021 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 78,000.00 0.000 0 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 2.6000 70,460.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 19.0000 13,300.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 46,000.00 5.000 1,000.00 45.000 9,000 025 TEMPORARY FIBER ROLL LF 3.0000 159,000.00 560.000 1,680.00 3,563.000 10,689 026 TEMPORARY GRAVEL BAG BERM LF 18.0000 25,920.00 0.000 0 027 TEMPORARY SILT FENCE LF 3.5000 113,750.00 220.000 770 028 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 180,000.00 5.000 22,500 029 STREET SWEEPING LS 480,000.0000 480,000.00 0.020 9,600.00 0.099 47,520 030 TEMPORARY CONCRETE WASHOUT LS 150,000.0000 150,000.00 0.020 3,000.00 0.099 14,850 031 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 4,200.00 0.000 0 032 WATER QUALITY MONITORING REPORT EA 300.0000 6,000.00 0.000 0 033 ASBESTOS COMPLIANCE PLAN LS 15,000.0000 15,000.00 0.000 0 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 33,160.00 18,315.000 7,326.00 24,896.000 9,958 STRIPE (HAZARDOUS WASTE) 035 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 0.000 0 036 TREATED WOOD WASTE LB 0.5000 86,000.00 0.000 0 037 NOISE MONITORING LS 8,500.0000 8,500.00 1.000 8,500 038 VIBRATION MONITORING LS 145,000.0000 145,000.00 0.010 1,450.00 0.250 36,250 039 SURVEY AND MONITORING OF EXISTING LS 80,000.0000 80,000.00 0.250 20,000 NON-HIGHWAY FACILITIES 040 BUILDING SURVEY LS 15,000.0000 15,000.00 0.000 0 041 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.4000 1,800.00 0.000 0 042 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 2,880.00 0.000 0 043 CLEARING AND GRUBBING (LS) LS 1,325,000.0000 1,325,000.00 0.050 66,250.00 0.400 530,000 044 DUST PALLIATIVE LS 23,000.0000 23,000.00 0.035 805 045 ROADWAY EXCAVATION CY 23.0000 8,441,000.00 37,068.000 852,564.00 45,879.000 1,055,217 046 ROADWAY EXCAVATION (TYPE Y-1) CY 55.0000 1,254,000.00 1,819.000 100,045.00 3,069.000 168,795 (AERIALLY DEPOSITED LEAD) 047 STRUCTURE EXCAVATION (BRIDGE) CY 52.0000 908,752.00 0.000 0 (F) 048 STRUCTURE EXCAVATION (TYPE A) CY 950.0000 325,850.00 0.000 0 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 105.0000 5,177,025.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 45.0000 44,595.00 0.000 0 (F) 051 STRUCTURE EXCAVATION (GROUND ANCHOR CY 100.0000 29,700.00 0.000 0 (F) WALL) 052 STRUCTURE BACKFILL (BRIDGE) CY 40.0000 681,920.00 0.000 0 (F) 053 STRUCTURE BACKFILL (RETAINING WALL) CY 72.0000 2,232,648.00 0.000 0 (F) 054 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 295.0000 11,210.00 0.000 0 (F) 055 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 295.0000 6,490.00 0.000 0 (F) 056 GROUND MONITORING LS 110,000.0000 110,000.00 0.000 0 057 DITCH EXCAVATION CY 20.0000 32,600.00 0.000 0 058 IMPORTED BORROW (CY) CY 15.0000 18,000.00 0.000 0 059 ROCK BLANKET SQFT 9.8000 161,700.00 0.000 0 060 RELOCATE IRRIGATION CONTROLLER EA 1,550.0000 7,750.00 2.000 3,100 061 PLANT (GROUP A) EA 32.0000 960.00 0.000 0 062 MAINTAIN EXISTING PLANTED AREAS LS 152,200.0000 152,200.00 0.020 3,044.00 0.099 15,067 063 PLANT ESTABLISHMENT WORK LS 21,400.0000 21,400.00 0.000 0 064 GRAVEL MULCH SQFT 5.0000 25,950.00 0.000 0 065 CHECK AND TEST EXISTING IRRIGATION LS 22,400.0000 22,400.00 1.000 22,400 FACILITIES 066 OPERATE EXISTING IRRIGATION FACILITIES LS 78,100.0000 78,100.00 0.058 4,529 067 REMOVE IRRIGATION FACILITY LS 71,300.0000 71,300.00 0.250 17,825 068 CONTROL AND NEUTRAL CONDUCTORS LS 74,900.0000 74,900.00 0.000 0 069 1" REMOTE CONTROL VALVE EA 330.0000 6,930.00 0.000 0 070 1 1/2" REMOTE CONTROL VALVE EA 450.0000 2,700.00 0.000 0 071 2" REMOTE CONTROL VALVE EA 480.0000 480.00 0.000 0 072 3" REMOTE CONTROL VALVE EA 1,750.0000 1,750.00 0.000 0 073 3" WYE STRAINER ASSEMBLY EA 650.0000 650.00 0.000 0 074 6" SUPPLY LINE (BRIDGE) LF 95.0000 30,780.00 0.000 0 075 6"GALVANIZED STEEL PIPE (SUPPLY LINE ON LF 50.0000 20,000.00 0.000 0 (F) BRIDGE) 076 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 58.0000 8,700.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RISER SPRINKLER ASSEMBLY EA 39.0000 12,090.00 0.000 0 078 3" GATE VALVE EA 1,250.0000 18,750.00 0.000 0 079 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.5000 96,300.00 0.000 0 (F) LINE) 080 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 9,180.00 0.000 0 (F) (SUPPLY LINE) 081 2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 8,950.00 0.000 0 (F) (SUPPLY LINE) 082 3" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 34,560.00 0.000 0 (F) (SUPPLY LINE) 083 6" PLASTIC PIPE (SCHEDULE 40) LF 11.0000 99,440.00 0.000 0 (F) (SUPPLY LINE) 084 3" PLASTIC PIPE (CLASS 315) LF 8.5000 5,950.00 0.000 0 (F) (SUPPLY LINE) 085 6" PLASTIC PIPE (CLASS 315) LF 11.0000 440.00 0.000 0 (F) (SUPPLY LINE) 086 PRESSURE REGULATING VALVE EA 2,940.0000 2,940.00 0.000 0 087 BALL VALVE EA 1,290.0000 20,640.00 0.000 0 088 12" CORRUGATED HIGH DENSITY LF 90.0000 66,600.00 0.000 0 POLYETHYLENE PIPE CONDUIT 089 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 0.000 0 090 DRY SEED (SQFT) SQFT 0.1100 14,740.00 0.000 0 091 BONDED FIBER MATRIX (SQFT) SQFT 0.0800 72,320.00 0.000 0 092 HYDROMULCH SQFT 0.0300 7,800.00 0.000 0 093 HYDROSEED SQFT 0.0600 15,600.00 0.000 0 094 COMPOST (CY) CY 40.0000 20,000.00 0.000 0 095 INCORPORATE MATERIALS SQFT 0.1500 24,150.00 0.000 0 096 PERMANENT EROSION CONTROL ESTABLISHMENT LS 5,000.0000 5,000.00 0.000 0 WORK 097 FINISHING ROADWAY LS 40,000.0000 40,000.00 0.000 0 098 CLASS 2 AGGREGATE SUBBASE CY 20.0000 1,546,000.00 980.000 19,600 099 CLASS 2 AGGREGATE BASE (CY) CY 37.0000 2,201,500.00 0.000 0 100 LEAN CONCRETE BASE CY 120.0000 1,190,400.00 236.000 28,320 101 LEAN CONCRETE BASE RAPID SETTING CY 338.0000 321,100.00 0.000 0 102 BASE BOND BREAKER SQYD 0.5000 42,500.00 1,754.000 877 103 PREPAVING INERTIAL PROFILER LS 40,000.0000 40,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PREPAVING GRINDING DAY EA 6,500.0000 130,000.00 0.000 0 105 PRIME COAT TON 3,400.0000 180,200.00 0.000 0 106 HOT MIX ASPHALT (TYPE A) TON 94.0000 2,613,200.00 41.770 3,926.38 3,983.580 374,456 107 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 107.0000 898,800.00 0.000 0 108 PLACE HOT MIX ASPHALT DIKE LF 5.7500 105,800.00 0.000 0 109 PLACE HOT MIX ASPHALT SQYD 81.0000 5,994.00 0.000 0 (MISCELLANEOUS AREA) 110 TACK COAT TON 785.0000 47,885.00 0.480 376.80 0.480 376 111 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 10,100.00 100.000 50.00 100.000 50 112 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.6000 35,046.00 900.000 5,940 113 JOINTED PLAIN CONCRETE PAVEMENT CY 240.0000 7,104,000.00 689.000 165,360 114 JOINTED PLAIN CONCRETE PAVEMENT CY 450.0000 1,237,500.00 0.000 0 (RSC) 115 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 425.0000 59,500.00 0.000 0 116 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 15.0000 526,500.00 3,985.500 59,782.50 8,115.500 121,732 117 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 5.2500 61,950.00 7,596.000 39,879 118 GRIND EXISTING CONCRETE SQYD 6.2500 200,000.00 34,529.800 215,811.25 34,529.800 215,811 PAVEMENT 119 GROUND ANCHOR (VERTICAL) EA 2,500.0000 880,000.00 0.000 0 120 GROUND ANCHOR (SUBHORIZONTAL) EA 3,000.0000 330,000.00 0.000 0 121 SOIL NAIL LF 22.0000 621,302.00 0.000 0 122 CONCRETE BLOCK SLOUGH WALL SQFT 43.0000 13,330.00 0.000 0 123 MECHANICALLY STABILIZED EMBANKMENT, SQFT 180.0000 2,244,600.00 0.000 0 (F) LOCATION A 124 MECHANICALLY STABILIZED EMBANKMENT, SQFT 120.0000 1,226,760.00 0.000 0 (F) LOCATION B 125 MECHANICALLY STABILIZED EMBANKMENT, SQFT 85.0000 657,050.00 0.000 0 (F) LOCATION C 126 MECHANICALLY STABILIZED EMBANKMENT, SQFT 100.0000 229,100.00 0.000 0 (F) LOCATION D 127 MECHANICALLY STABILIZED EMBANKMENT, SQFT 92.0000 289,340.00 0.000 0 (F) LOCATION E 128 MECHANICALLY STABILIZED EMBANKMENT, SQFT 100.0000 34,400.00 0.000 0 (F) LOCATION F 129 TEMPORARY SUPPORT LS 50,000.0000 50,000.00 0.000 0 130 JACKING SUPERSTRUCTURE (LOCATION A) LS 110,000.0000 110,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 JACKING SUPERSTRUCTURE (LOCATION B) LS 165,000.0000 165,000.00 0.000 0 132 FURNISH STEEL PILING (HP 14 X 117) LF 75.0000 280,200.00 0.000 0 133 DRIVE STEEL PILE (HP 14 X 117) EA 2,600.0000 239,200.00 0.000 0 134 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 55.0000 23,100.00 420.000 23,100.00 420.000 23,100 135 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 106.0000 2,232,148.00 0.000 0 136 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 980.0000 1,515,080.00 0.000 0 137 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 68.0000 60,860.00 0.000 0 138 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,600.0000 284,800.00 0.000 0 139 FURNISH 24" CAST-IN-STEEL SHELL LF 100.0000 541,800.00 0.000 0 CONCRETE PILING 140 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 16,100.0000 1,416,800.00 0.000 0 PILE 141 16" CAST-IN-DRILLED-HOLE CONCRETE LF 58.0000 26,100.00 0.000 0 PILING (BARRIER) 142 16" CAST-IN-DRILLED-HOLE CONCRETE LF 56.0000 194,432.00 0.000 0 PILING (SOUND WALL) 143 24" CAST-IN-DRILLED-HOLE CONCRETE LF 130.0000 5,720.00 0.000 0 PILING (SOUND WALL) 144 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,140.0000 90,060.00 0.000 0 PILE (SIGN FOUNDATION) 145 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,110.0000 288,600.00 0.000 0 PILE (SIGN FOUNDATION) 146 24" CAST-IN-DRILLED-HOLE CONCRETE LF 118.0000 757,088.00 0.000 0 PILING (RETAINING WALL) 147 PRESTRESSING CAST-IN-PLACE CONCRETE LS 290,000.0000 290,000.00 0.000 0 148 SEAL COURSE CONCRETE CY 345.0000 75,210.00 0.000 0 149 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 365.0000 930,020.00 0.000 0 (F) 150 STRUCTURAL CONCRETE, BRIDGE CY 1,075.0000 6,193,075.00 0.000 0 (F) 151 STRUCTURAL CONCRETE, BRIDGE CY 765.0000 1,832,175.00 0.000 0 (F) (POLYMER FIBER) 152 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 1,490.0000 34,270.00 0.000 0 (F) 153 STRUCTURAL CONCRETE, RETAINING WALL CY 380.0000 6,570,960.00 0.000 0 (F) 154 STRUCTURAL CONCRETE, BARRIER SLAB CY 600.0000 874,800.00 0.000 0 (F) 155 AGGREGATE BASE (APPROACH SLAB) CY 210.0000 4,410.00 0.000 0 156 STRUCTURAL CONCRETE, APPROACH SLAB CY 655.0000 725,740.00 0.000 0 (F) (TYPE N) 157 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,135.0000 230,405.00 0.000 0 (TYPE R) PROGRAM CAS145 PAGE 7 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, BOX CULVERT CY 2,100.0000 90,300.00 0.000 0 (F) 159 STRUCTURAL CONCRETE, HEADWALL CY 1,290.0000 9,030.00 0.000 0 (F) 160 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,700.0000 1,039,500.00 0.000 0 (F) 161 MINOR CONCRETE (MINOR STRUCTURE) CY 860.0000 441,180.00 0.000 0 (F) 162 MINOR CONCRETE (BACKFILL) CY 165.0000 96,855.00 2.900 478 (F) 163 PAVING NOTCH EXTENSION CF 910.0000 77,350.00 0.000 0 164 ARCHITECTURAL TREATMENT (CUSTOM SCENES) SQFT 30.0000 72,420.00 0.000 0 (F) 165 CONCRETE SURFACE TEXTURE (SLATE PATTERN) SQFT 10.0000 512,090.00 0.000 0 (F) 166 CONCRETE SURFACE TEXTURE (STACKED STONE) SQFT 7.0000 43,603.00 0.000 0 (F) 167 FRACTURED RIB TEXTURE SQFT 7.5000 138,690.00 0.000 0 (F) 168 DRILL AND BOND DOWEL LF 18.0000 22,248.00 0.000 0 169 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 378,000.00 0.000 0 GIRDER (60'-70') 170 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 207,000.00 0.000 0 GIRDER (70'-80') 171 ERECT PRECAST PRESTRESSED CONCRETE EA 7,600.0000 205,200.00 0.000 0 GIRDER 172 JOINT SEAL (MR 1/2") LF 75.0000 5,550.00 0.000 0 173 JOINT SEAL (MR 1") LF 36.0000 29,268.00 0.000 0 174 JOINT SEAL (MR 1 1/2") LF 65.0000 33,475.00 0.000 0 175 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 400.0000 17,200.00 0.000 0 176 JOINT SEAL ASSEMBLY (MR 3") LF 440.0000 15,400.00 0.000 0 177 BAR REINFORCING STEEL (BRIDGE) LB 1.2500 4,239,696.25 0.000 0 (F) 178 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2500 3,684,531.25 0.000 0 (F) 179 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3500 9,414.90 0.000 0 (F) 180 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5000 1,912.50 0.000 0 (F) (BRIDGE) 181 HEADED BAR REINFORCEMENT EA 55.0000 5,280.00 0.000 0 (F) 182 STRUCTURAL SHOTCRETE CY 1,500.0000 522,000.00 0.000 0 (F) 183 STRUCTURAL STEEL (BRIDGE) LB 9.0000 117,108.00 0.000 0 (F) 184 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2500 999,600.00 0.000 0 (F) PROGRAM CAS145 PAGE 8 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 70,560.00 0.000 0 (F) 186 REMOVE SIGN STRUCTURE (EA) EA 4,000.0000 60,000.00 1.000 4,000.00 6.000 24,000 187 RELOCATE SIGN STRUCTURE EA 10,000.0000 10,000.00 0.000 0 188 SOUND WALL (MASONRY BLOCK) SQFT 18.0000 465,444.00 0.000 0 (F) 189 ACCESS GATE (SOUND WALL) EA 10,000.0000 10,000.00 0.000 0 (F) 190 REPAIR SPALLED SURFACE AREA SQFT 170.0000 95,200.00 0.000 0 191 REMOVE RETAINING WALL (LF) LF 65.0000 112,450.00 320.000 20,800.00 320.000 20,800 192 REFINISH BRIDGE DECK SQFT 14.0000 17,500.00 0.000 0 193 REMOVE SOUND WALL (LF) LF 40.0000 49,600.00 0.000 0 194 CORE CONCRETE (1") LF 75.0000 18,000.00 0.000 0 195 CORE CONCRETE (4") LF 100.0000 2,600.00 0.000 0 196 BRIDGE REMOVAL, LOCATION A LS 280,000.0000 280,000.00 0.000 0 197 BRIDGE REMOVAL, LOCATION B LS 500,000.0000 500,000.00 0.000 0 198 BRIDGE REMOVAL, LOCATION C LS 355,000.0000 355,000.00 0.000 0 199 BRIDGE REMOVAL (PORTION), LOCATION A LS 90,000.0000 90,000.00 0.000 0 200 BRIDGE REMOVAL (PORTION), LOCATION B LS 70,000.0000 70,000.00 0.000 0 201 18" ALTERNATIVE PIPE CULVERT LF 78.0000 55,380.00 0.000 0 202 24" ALTERNATIVE PIPE CULVERT LF 85.0000 315,350.00 119.400 10,149 203 18" REINFORCED CONCRETE PIPE LF 100.0000 41,000.00 0.000 0 204 24" REINFORCED CONCRETE PIPE LF 100.0000 921,000.00 0.000 0 205 30" REINFORCED CONCRETE PIPE LF 120.0000 255,600.00 0.000 0 206 36" REINFORCED CONCRETE PIPE LF 170.0000 54,400.00 0.000 0 207 DRAINAGE INLET MARKER EA 200.0000 2,000.00 0.000 0 208 36" BITUMINOUS COATED CORRUGATED STEEL LF 440.0000 32,560.00 0.000 0 PIPE INLET (.138" THICK) 209 GRATED LINE DRAIN LF 160.0000 92,800.00 0.000 0 210 12" BITUMINOUS COATED CORRUGATED STEEL LF 375.0000 24,000.00 0.000 0 PIPE RISER (.079" THICK) 211 8" DUCTILE IRON PIPE LF 81.0000 16,200.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 WELDED STEEL PIPE CASING (BRIDGE) LF 135.0000 41,580.00 0.000 0 213 24" CONCRETE FLARED END SECTION EA 1,750.0000 8,750.00 0.000 0 214 30" CONCRETE FLARED END SECTION EA 2,400.0000 2,400.00 0.000 0 215 18" ALTERNATIVE FLARED END SECTION EA 600.0000 600.00 0.000 0 216 24" ALTERNATIVE FLARED END SECTION EA 780.0000 7,800.00 2.000 1,560 217 36" PRECAST CONCRETE PIPE MANHOLE LF 500.0000 16,000.00 0.000 0 218 ABANDON CULVERT (LF) LF 16.5000 122,595.00 915.000 15,097 219 ABANDON INLET EA 670.0000 42,210.00 8.000 5,360 220 REMOVE ROCK SLOPE PROTECTION CY 18.0000 80,640.00 9.000 162 221 REMOVE CULVERT (LF) LF 15.5000 35,805.00 12.000 186 222 REMOVE DOWNDRAIN (EA) EA 1,050.0000 12,600.00 0.000 0 223 REMOVE INLET EA 690.0000 31,050.00 6.000 4,140 224 REMOVE HEADWALL EA 625.0000 5,625.00 2.000 1,250 225 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 160.0000 160.00 0.000 0 226 REMOVE FLARED END SECTION (EA) EA 260.0000 1,820.00 0.000 0 227 ADJUST INLET EA 1,150.0000 4,600.00 0.000 0 228 ADJUST MANHOLE TO GRADE EA 1,650.0000 6,600.00 0.000 0 229 ADJUST VALVE BOX FRAME AND COVER TO EA 825.0000 2,475.00 0.000 0 GRADE 230 REMOVE CONCRETE (CHANNEL) CY 30.0000 6,600.00 0.000 0 231 CAP INLET EA 1,550.0000 13,950.00 1.000 1,550 232 SAND BACKFILL CY 125.0000 96,250.00 104.000 13,000 233 CONCRETE (DITCH LINING) CY 510.0000 153,000.00 0.000 0 234 SLOPE PAVING (CONCRETE) CY 790.0000 80,580.00 0.000 0 235 ROCK SLOPE PROTECTION CY 52.0000 11,960.00 0.000 0 (1T, CLASS VIII, METHOD A) 236 ROCK SLOPE PROTECTION CY 85.0000 311,950.00 0.000 0 (300 LB, CLASS IV, METHOD B) (CY) 237 ROCK SLOPE PROTECTION CY 105.0000 29,400.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 238 ROCK SLOPE PROTECTION CY 60.0000 21,600.00 0.000 0 (1T, CLASS VIII, METHOD B) PROGRAM CAS145 PAGE 10 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ROCK SLOPE PROTECTION CY 135.0000 7,155.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 240 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 18,450.00 0.000 0 241 MINOR CONCRETE (GUTTER) (LF) LF 25.0000 138,200.00 0.000 0 242 DETECTABLE WARNING SURFACE SQFT 40.0000 7,600.00 0.000 0 243 MINOR CONCRETE (MISCELLANEOUS CY 615.0000 393,600.00 0.000 0 CONSTRUCTION) 244 MINOR CONCRETE (TEXTURED PAVING) CY 360.0000 180,000.00 0.000 0 245 REMOVE CONCRETE (CURB AND GUTTER) LF 2.2500 25,425.00 1,498.000 3,370 246 REMOVE CONCRETE (SIDEWALK, DRIVEWAY AND SQYD 11.0000 41,250.00 145.000 1,595 ISLAND) 247 PRE/POST CONSTRUCTION SURVEYS EA 3,000.0000 51,000.00 0.000 0 248 BOOSTER PUMP LS 53,000.0000 53,000.00 0.000 0 249 MISCELLANEOUS IRON AND STEEL LB 1.2500 132,120.00 0.000 0 (F) 250 ISOLATION CASING LB 8.0000 19,032.00 0.000 0 (F) 251 AUTOMATIC RETRACTABLE SCREEN EA 1,400.0000 35,000.00 0.000 0 252 BRIDGE DECK DRAINAGE SYSTEM LB 15.0000 161,355.00 0.000 0 (F) 253 WELDED WIRE MESH FENCE(TYPE WWM-6) LF 55.0000 48,950.00 0.000 0 254 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 28,350.00 0.000 0 255 TEMPORARY FENCE (TYPE CL-6, WITH PRIVACY LF 19.0000 35,530.00 0.000 0 SCREEN) 256 CHAIN LINK FENCE (TYPE CL-6) LF 31.0000 160,580.00 0.000 0 257 5' CHAIN LINK GATE (TYPE CL-6) EA 950.0000 5,700.00 0.000 0 258 12' WELDED WIRE MESH GATE (TYPE WWM-6) EA 2,800.0000 8,400.00 0.000 0 259 REMOVE CHAIN LINK FENCE LF 9.0000 43,740.00 674.000 6,066.00 674.000 6,066 260 REMOVE PAVEMENT MARKER EA 1.0000 30,800.00 5,284.000 5,284.00 9,128.000 9,128 261 DELINEATOR (CLASS 1) EA 60.0000 15,600.00 0.000 0 262 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 36,000.00 5,479.000 10,958.00 6,541.000 13,082 263 OBJECT MARKER (TYPE L-1) EA 50.0000 550.00 0.000 0 264 REMOVE ROADSIDE SIGN EA 100.0000 21,000.00 2.000 200 265 REMOVE ROADSIDE SIGN EA 75.0000 2,400.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) PROGRAM CAS145 PAGE 11 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 REMOVE ROADSIDE SIGN PANEL EA 75.0000 525.00 0.000 0 267 REMOVE SIGN PANEL EA 200.0000 2,200.00 0.000 0 268 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 11,440.00 0.000 0 269 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 63,180.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 270 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 28.0000 1,708.00 0.000 0 271 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 16,440.00 0.000 0 (0.063"-UNFRAMED) 272 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 5,760.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 273 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 8,760.00 0.000 0 (0.080"-UNFRAMED) 274 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 2,800.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 275 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 3,780.00 0.000 0 (0.063"-FRAMED) 276 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 5,850.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 277 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,700.00 0.000 0 (0.080"-FRAMED) 278 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 8,850.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 279 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 21,650.00 0.000 0 280 METAL (ROADSIDE SIGN) LB 3.0000 3,900.00 0.000 0 281 METAL (BARRIER MOUNTED SIGN) LB 6.5000 31,720.00 0.000 0 282 ROADSIDE SIGN - ONE POST EA 280.0000 36,400.00 0.000 0 283 ROADSIDE SIGN - TWO POST EA 700.0000 31,500.00 0.000 0 284 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 9,180.00 0.000 0 METHOD) 285 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 250.0000 1,250.00 0.000 0 286 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.0000 7,560.00 0.000 0 287 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 1,050.00 0.000 0 EXISTING POST 288 INSTALL ROADSIDE SIGN EA 1,000.0000 1,000.00 0.000 0 (LAMINATED WOOD BOX POST) 289 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 1,750.0000 49,000.00 0.000 0 290 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 45.0000 239,400.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 291 VEGETATION CONTROL (MINOR CONCRETE) SQYD 52.0000 204,360.00 0.000 0 292 CHAIN LINK RAILING LF 72.0000 34,272.00 0.000 0 (F) 293 CHAIN LINK RAILING (TYPE 7) LF 83.0000 98,604.00 0.000 0 (F) 294 DOUBLE THRIE BEAM BARRIER LF 67.0000 20,770.00 0.000 0 295 CABLE RAILING LF 25.0000 137,100.00 0.000 0 (F) 296 TRANSITION RAILING (TYPE WB-31) EA 3,950.0000 71,100.00 0.000 0 297 END CAP (TYPE TC) EA 225.0000 4,275.00 0.000 0 298 END ANCHOR ASSEMBLY (TYPE SFT) EA 870.0000 4,350.00 0.000 0 299 END ANCHOR ASSEMBLY (TYPE CA) EA 1,200.0000 1,200.00 0.000 0 300 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,100.0000 94,300.00 0.000 0 301 ALTERNATIVE CRASH CUSHION EA 42,000.0000 84,000.00 0.000 0 302 CONCRETE BARRIER (TYPE 60M) LF 150.0000 904,500.00 200.000 30,000 303 CONCRETE BARRIER (TYPE 60MD) LF 95.0000 313,690.00 0.000 0 304 CONCRETE BARRIER (TYPE 60MGA) LF 155.0000 34,720.00 0.000 0 305 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 79.0000 219,541.00 0.000 0 306 CONCRETE BARRIER (TYPE 60MGA MODIFIED) LF 145.0000 44,080.00 0.000 0 (F) 307 CONCRETE BARRIER (TYPE 736) LF 74.0000 21,534.00 0.000 0 (F) 308 CONCRETE BARRIER (TYPE 736A) LF 77.0000 132,979.00 0.000 0 (F) 309 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 73.0000 297,183.00 0.000 0 (F) 310 CONCRETE BARRIER (TYPE 736S) LF 99.0000 43,263.00 0.000 0 (F) 311 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 170.0000 6,630.00 0.000 0 (F) 312 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 94.0000 44,744.00 476.000 44,744.00 476.000 44,744 (F) 313 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 78.0000 51,246.00 0.000 0 (F) 314 CONCRETE BARRIER (TYPE 736SV) LF 135.0000 167,400.00 0.000 0 (F) 315 REMOVE GUARDRAIL LF 9.0000 70,290.00 1,057.000 9,513 316 REMOVE CONCRETE BARRIER LF 18.0000 102,780.00 5,263.000 94,734 317 SALVAGE CRASH CUSHION EA 1,100.0000 2,200.00 0.000 0 PROGRAM CAS145 PAGE 13 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 318 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 40,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 319 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 860.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 320 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 8,580.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 321 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 58,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 322 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 106,200.00 258,882.000 38,832.30 289,665.000 43,449 323 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.5000 3,585.00 0.000 0 324 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 54,740.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 325 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 174.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 326 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 13,230.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 327 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 9,540.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 328 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 25,110.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 329 REMOVE PAINTED TRAFFIC STRIPE LF 0.2500 70,750.00 22,578.000 5,644.50 32,698.000 8,174 330 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 61,950.00 151,898.000 53,164.30 177,000.000 61,950 331 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 9,930.00 696.000 1,044.00 1,116.000 1,674 332 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 333 MODIFYING EXISTING ELECTRICAL SYSTEM LS 5,615,000.0000 5,615,000.00 0.023 129,145.00 0.040 224,600 334 CLOSED CIRCUIT TELEVISION SYSTEM LS 270,000.0000 270,000.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0224 TIME 08:36 AM ESTIMATE NO. 005 BID OPENING 01/16/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,095,776.03 5,152,367.83 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 8,879.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,095,776.03 5,161,247.31 335 MOBILIZATION LS 12,900,000.0000 12,900,000.00 0.500 6,450,000 ORIGINAL CONTRACT AMOUNT 129,773,276.00 TOTAL WORK COMPLETED 2,095,776.03 11,611,247.31 MATERIALS ON HAND ON SITE 2,983,087.05 DEDUCTIONS 0.00 0.00 TOTAL 2,095,776.03 14,594,334.36 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 04/04/19 990 06/13/19 05/29/19 05/23/23 98 3 0 0 9% 10% PROGRESS IS SATISFACTORY PIRZADEH, BEHROOZ RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/19