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 02/20/25 EST. NO. 051 TIME 12:24 PM R.E. NAME: PANDHER, PARAMJIT 04-297634 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0146 4,028.90 E.W. @ F.A.(+) 121824 N 1233.0 021 0099 1,610.05 E.W. @ F.A.(+) 011625 N 1231.0 0100 1,610.05 011725 N 1232.0 0101 1,610.05 012325 N 1235.0 0102 1,610.05 012425 N 1236.0 048 0008 2,111.89 E.W. @ F.A.(+) 041723 N 1239.0 050 0086 2,742.33 E.W. @ F.A.(+) 112224 N 1230.0 057 0039 732.74 E.W. @ F.A.(+) 061223 N 1091.1 058 0002-1 -195,018.17 E.W. @ L.S.(+) 010125 N 0002 DAO CORRECTING ENTRY 0002-2 208,019.38 010125 N 0002 DAO CORRECTING ENTRY 068 0032 2,508.00 E.W. @ F.A.(+) 121324 N 1237.0 0033 3,344.00 121024 N 1238.0 0034 3,652.00 011325 N 1241.0 38,561.27 TOTAL THIS ESTIMATE 9,987,870.54 TOTAL PREVIOUS ESTIMATE 10,026,431.81 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 02/20/25 EST. NO. 051 TIME 12:24 PM R.E. NAME: PANDHER, PARAMJIT 04-297634 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE53 MIN CLOSURE -10,200.00 007 0.00 -10,200.00 TOTAL DEDUCTIONS 0.00 -10,200.00 PROGRAM CAS145 PAGE 1 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-84-17.9/22.9 ----------------------- BAY CITIES PAVING & GRADING, IN AND NEAR SUNOL, PLEASANTON AND INC. LIVERMORE ON RTE 680 FROM 1.2 MI 1450 CIVIC CT BUILDING B#400 SOUTH TO 1.8 MI NORTH OF RTE 84 AND CONCORD, CA 94524-6227 ON RTE 84 FROM 0.1 MI EAST OF RTE 680 TO 0.1 MI WEST OF RUBY HILL DR FED. AID NO. N O N E WIDENING ROUTE 84 TO EXPRESSWAY AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 19,301.4700 19,301.47 1.000 19,301 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,500.0000 2,450,000.00 20.000 70,000.00 505.000 1,767,500 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 102,000.00 1.000 6,000.00 11.670 70,020 MEETING 005 HOURLY OFF-SITE HR 200.0000 20,000.00 3.000 600.00 40.840 8,168 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 10,448.8800 10,448.88 0.050 522.44 0.940 9,821 007 CONSTRUCTION AREA SIGNS LS 130,000.0000 130,000.00 0.800 104,000 008 TRAFFIC CONTROL SYSTEM LS 1,460,000.0000 1,460,000.00 0.985 1,438,100 009 TYPE III BARRICADE EA 60.0000 300.00 23.050 1,383 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 17,280.00 9,646.000 38,584 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 235,500.00 24,292.000 12,146.00 486,155.000 243,077 012 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,800.00 375.000 13,125 013 PLASTIC TRAFFIC DRUMS EA 40.0000 17,200.00 30.000 1,200.00 434.000 17,360 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 69.8400 69,840.00 35.000 2,444 SYSTEM DAY 015 TEMPORARY PAVEMENT MARKER EA 4.0000 27,680.00 7,975.380 31,901 016 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,374.6900 70,121.59 9.000 57,372 017 TEMPORARY RAILING (TYPE K) LF 7.9600 1,154,200.00 139,180.000 1,107,872 018 TEMPORARY CRASH CUSHION MODULE EA 175.0000 71,750.00 228.000 39,900 019 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,809.7000 358,111.80 73.000 278,108 020 TEMPORARY TRAFFIC SCREEN LF 3.5800 160,384.00 0.000 0 021 TEMPORARY RADAR SPEED FEEDBACK EA 7,965.7500 47,794.50 4.000 31,863 SIGN SYSTEM 022 JOB SITE MANAGEMENT LS 71,942.0200 71,942.02 0.950 68,344 PROGRAM CAS145 PAGE 2 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 89,675.0000 89,675.00 1.000 89,675 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 38,500.00 2.000 1,000.00 58.000 29,000 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 7,875.00 2.000 750.00 65.000 24,375 026 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 4.000 8,000 027 MOVE-IN/MOVE-OUT EA 678.0000 13,560.00 18.000 12,204 (TEMPORARY EROSION CONTROL) 028 TEMPORARY HYDRAULIC MULCH SQYD 0.4300 118,250.00 288,577.220 124,088 (BONDED FIBER MATRIX) 029 TEMPORARY COVER SQYD 4.7600 30,273.60 42,430.210 201,967 030 TEMPORARY CHECK DAM LF 3.3000 5,940.00 1,685.000 5,560 031 TEMPORARY DRAINAGE INLET PROTECTION EA 147.0000 70,560.00 187.000 27,489 032 TEMPORARY FIBER ROLL LF 2.4200 488,840.00 69,661.000 168,579 033 TEMPORARY REINFORCED SILT FENCE LF 5.7600 266,112.00 44,556.000 256,642 034 TEMPORARY SILT FENCE LF 2.1500 144,695.00 13,141.020 28,253 035 TEMPORARY CONSTRUCTION ENTRANCE EA 3,853.3000 104,039.10 16.000 61,652 036 TEMPORARY CONSTRUCTION ROADWAY SQYD 31.0200 8,375.40 0.000 0 037 STREET SWEEPING LS 20,572.3900 20,572.39 0.920 18,926 038 TEMPORARY ACTIVE TREATMENT SYSTEM LS 50,000.0000 50,000.00 0.800 40,000 039 TEMPORARY CONCRETE WASHOUT LS 165,000.0000 165,000.00 0.980 161,700 040 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 600.0000 12,000.00 0.000 0 041 WATER QUALITY MONITORING REPORT EA 250.0000 2,500.00 3.000 750 042 TEMPORARY CREEK DIVERSION SYSTEMS LS 78,753.8700 78,753.87 1.000 78,753 043 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 14,400.00 30,824.000 12,329 STRIPE (HAZARDOUS WASTE) 044 TREATED WOOD WASTE LB 1.1300 137,860.00 111,403.000 125,885 045 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 525,000.0000 525,000.00 0.961 504,525 046 NOISE MONITORING LS 4,000.0000 4,000.00 1.000 4,000 047 VIBRATION MONITORING LS 23,000.0000 23,000.00 1.000 23,000 048 SURVEY AND MONITORING OF EXISTING LS 22,000.0000 22,000.00 1.000 22,000 NON-HIGHWAY FACILITIES 049 REMOVE CONCRETE (CY) CY 115.6900 39,334.60 75.000 8,676.75 274.900 31,803 PROGRAM CAS145 PAGE 3 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING (LS) LS 219,850.0100 219,850.01 1.000 219,850 051 DUST PALLIATIVE LS 28,349.6200 28,349.62 0.500 14,174 052 ROADWAY EXCAVATION CY 18.8300 4,481,540.00 1,300.000 24,479.00 246,778.830 4,646,845 053 ROADWAY EXCAVATION (TYPE Z-2) CY 179.0900 111,035.80 620.000 111,035 (AERIALLY DEPOSITED LEAD) 054 ROADWAY EXCAVATION (TYPE COM) CY 34.6100 9,344.70 270.000 9,344 (AERIALLY DEPOSITED LEAD) 055 STRUCTURE EXCAVATION (BRIDGE) CY 68.0000 248,200.00 3,650.000 248,200 (F) 056 STRUCTURE EXCAVATION (CULVERT) CY 30.9200 117,186.80 4,164.400 128,763 (F) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 29.6800 700,448.00 23,326.000 692,315 058 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 92.0400 16,567.20 180.000 16,567 (F) 059 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 62.8000 312,116.00 5,875.000 368,950 (F) 060 STRUCTURE BACKFILL CY 43.0000 34,400.00 791.000 34,013 (F) 061 STRUCTURE BACKFILL (BRIDGE) CY 165.0000 523,875.00 189.000 31,185.00 2,612.000 430,980 (F) 062 STRUCTURE BACKFILL (CULVERT) CY 108.5700 247,539.60 2,393.930 259,908 (F) 063 STRUCTURE BACKFILL (RETAINING WALL) CY 58.5800 890,416.00 597.000 34,972.26 14,794.300 866,650 (F) 064 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 41.7800 16,962.68 406.000 16,962 (F) 065 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 78.5000 1,648.50 21.000 1,648 (F) 066 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 585.0000 330,525.00 566.000 331,110 (F) 067 LEAN CONCRETE BACKFILL CY 482.0000 41,452.00 86.000 41,452 (F) 068 DITCH EXCAVATION CY 32.8400 384,228.00 11,044.000 362,684 069 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.7400 86,858.00 29,454.400 80,705 CLASS B2 070 BIAXIAL GEOGRID SQYD 1.8500 296,000.00 148,207.430 274,183 071 GEOSYNTHETIC REINFORCEMENT SQYD 11.9600 17,940.00 2,024.000 24,207 072 PLANTING LS 120,000.0000 120,000.00 0.900 108,000 073 IRRIGATION SYSTEM LS 235,000.0000 235,000.00 0.950 223,250 074 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.660 46,200 075 3" PLASTIC PIPE (CLASS 315) LF 10.0000 3,600.00 360.000 3,600 (F) (SUPPLY LINE) 076 8" CORRUGATED HIGH DENSITY LF 60.0000 16,800.00 240.000 14,400 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 678.0000 5,424.00 6.000 4,068 078 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4900 401,310.00 35,000.000 17,150.00 488,077.500 239,157 079 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4400 165,000.00 274,711.900 120,873 080 HYDROMULCH SQFT 0.0400 69,600.00 25,000.000 1,000.00 362,297.500 14,491 081 FIBER ROLLS LF 2.4300 364,500.00 3,800.000 9,234.00 79,698.000 193,666 082 HYDROSEED SQFT 0.0700 121,800.00 25,000.000 1,750.00 1,173,298.500 82,130 083 COMPOST (CY) CY 34.1500 183,385.50 160.000 5,464.00 2,287.120 78,105 084 IMPORTED BIOFILTRATION SOIL CY 83.9200 423,796.00 27.700 2,324.58 4,415.700 370,565 085 PERMANENT EROSION CONTROL ESTABLISHMENT LS 67,346.0000 67,346.00 0.000 0 WORK 086 CLASS 2 AGGREGATE SUBBASE CY 29.1400 530,348.00 14,733.000 429,319 087 CLASS 2 AGGREGATE BASE (CY) CY 34.5400 2,846,096.00 115.270 3,981.43 80,454.650 2,778,903 088 REPLACE BASE CY 850.0000 34,000.00 0.000 0 089 ASPHALT TREATED PERMEABLE BASE CY 150.1900 85,608.30 561.040 84,262 090 BASE BOND BREAKER SQYD 3.5000 4,060.00 0.000 0 091 REPLACE ASPHALT CONCRETE SURFACING CY 277.8500 144,482.00 478.760 133,023 092 PRIME COAT TON 1,245.4400 423,449.60 0.000 0 093 HOT MIX ASPHALT (TYPE A) TON 67.3900 8,693,310.00 78.770 5,308.31 116,478.350 7,849,476 094 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 91.0000 2,356,900.00 17,856.600 1,624,950 095 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 93.0000 1,692,600.00 0.000 0 (OPEN GRADED FRICTION COURSE) 096 DATA CORE LS 9,143.2800 9,143.28 0.000 0 097 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.8100 4,580.30 206.000 578 098 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8300 25,441.70 4,719.000 13,354 099 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8100 30,348.00 5,876.000 16,511 100 PLACE HOT MIX ASPHALT SQYD 10.9300 104,818.70 9,594.970 104,873 (MISCELLANEOUS AREA) 101 TACK COAT TON 736.9200 191,599.20 0.300 221.08 92.970 68,511 102 REMOVE ASPHALT CONCRETE DIKE LF 0.3500 1,641.50 2,622.000 917 103 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0300 185,339.00 22,151.430 44,967 PROGRAM CAS145 PAGE 5 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE BASE AND SURFACING CY 25.0100 41,016.40 1,640.000 41,016 105 CONTINUOUSLY REINFORCED CONCRETE CY 490.0000 2,969,400.00 4,386.530 2,149,399 PAVEMENT 106 JOINTED PLAIN CONCRETE PAVEMENT CY 415.0000 3,647,850.00 8,128.500 3,373,327 107 DRILL AND BOND (DOWEL BAR) EA 35.0000 19,250.00 0.000 0 108 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 300.0000 25,800.00 0.000 0 109 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,500.0000 390,000.00 179.000 268,500 110 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 7.4700 13,296.60 0.000 0 111 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 8.7400 90,022.00 11,347.000 99,172 112 GRIND EXISTING CONCRETE SQYD 5.2500 128,100.00 0.000 0 PAVEMENT 113 GROUND ANCHOR (VERTICAL) EA 3,000.0000 426,000.00 142.000 426,000 114 SOIL NAIL LF 30.9800 2,512,601.92 90,166.000 2,793,342 115 MECHANICALLY STABILIZED EMBANKMENT SQFT 71.0000 5,971,100.00 500.000 35,500.00 83,362.000 5,918,702 (F) 116 TEMPORARY RETAINING WALL SQFT 15.9900 433,329.00 30,001.000 479,715 117 STEEL SOLDIER PILE (W14 X 211) LF 205.7900 850,735.86 4,134.000 850,735 (F) 118 30" DRILLED HOLE LF 23.0000 87,814.00 3,818.000 87,814 (F) 119 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,200.0000 230,400.00 192.000 230,400 120 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,700.0000 657,900.00 387.000 657,900 121 FURNISH PILING (CLASS 90) LF 85.0000 634,185.00 7,461.000 634,185 (ALTERNATIVE W) 122 DRIVE PILE (CLASS 90) EA 4,200.0000 793,800.00 189.000 793,800 (ALTERNATIVE W) 123 FURNISH PILING (CLASS 140) LF 85.0000 435,795.00 5,127.000 435,795 (ALTERNATIVE W) 124 DRIVE PILE (CLASS 140) EA 3,200.0000 323,200.00 101.000 323,200 (ALTERNATIVE W) 125 FURNISH PILING (CLASS 200) LF 75.0000 797,100.00 10,628.000 797,100 (ALTERNATIVE W) 126 DRIVE PILE (CLASS 200) EA 4,000.0000 772,000.00 193.000 772,000 (ALTERNATIVE W) 127 24" CAST-IN-DRILLED-HOLE CONCRETE LF 400.0000 64,000.00 16.000 6,400.00 192.004 76,801 PILE (LIGHT FOUNDATION) 128 36" CAST-IN-DRILLED-HOLE CONCRETE LF 1,395.0000 66,960.00 48.000 66,960 PILE (SIGN FOUNDATION) 129 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,395.0000 128,340.00 92.000 128,340 PILE (SIGN FOUNDATION) 130 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,450.0000 507,500.00 255.000 369,750 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 6 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.330 115,500 132 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 475.0000 422,750.00 890.000 422,750 (F) 133 STRUCTURAL CONCRETE, BRIDGE CY 1,300.0000 4,446,000.00 320.000 416,000.00 2,709.000 3,521,700 (F) 134 STRUCTURAL CONCRETE, BRIDGE CY 975.0000 1,140,750.00 142.000 138,450.00 842.000 820,950 (F) (POLYMER FIBER) 135 STRUCTURAL CONCRETE, WINGWALL CY 1,462.0000 467,840.00 315.340 461,027 (F) 136 STRUCTURAL CONCRETE, RETAINING WALL CY 850.0000 5,992,500.00 6,919.000 5,881,150 (F) 137 STRUCTURAL CONCRETE, BARRIER SLAB CY 600.0000 2,425,200.00 3,493.000 2,095,800 (F) 138 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 77,000.00 0.000 0 139 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 500,500.00 262.000 288,200 (F) (TYPE N) 140 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 121,000.00 0.000 0 (F) (TYPE N MODIFIED) 141 STRUCTURAL CONCRETE, BOX CULVERT CY 820.1800 1,066,234.00 1,345.340 1,103,420 (F) 142 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,815.0000 2,922,150.00 29.700 53,905.50 1,479.180 2,684,711 (F) 143 MINOR CONCRETE (BACKFILL) CY 229.2500 960,557.50 2,921.500 669,753 (F) 144 PAVING NOTCH EXTENSION CF 82.0000 492.00 2.000 164 145 ARCHITECTURAL TREATMENT SQFT 4.1700 546,707.85 28,804.000 120,112.68 131,861.000 549,860 (F) 146 DRILL AND BOND DOWEL LF 37.0000 23,865.00 799.220 29,571 147 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 120,000.00 8.000 120,000 GIRDER (50'-60') 148 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 60,000.00 4.000 60,000 GIRDER (60'-70') 149 ERECT PRECAST PRESTRESSED CONCRETE EA 6,000.0000 72,000.00 12.000 72,000 GIRDER 150 JOINT SEAL (MR 1") LF 72.0000 12,024.00 0.000 0 151 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 365.0000 22,995.00 0.000 0 152 JOINT SEAL (MR 2") LF 128.0000 21,248.00 93.000 11,904 153 BAR REINFORCING STEEL (BRIDGE) LB 1.0500 1,713,285.00 1,199,235.000 1,259,196 (F) 154 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0400 1,047,280.00 1,020,669.700 1,061,496 (F) 155 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1700 242,190.00 197,144.100 230,658 (F) 156 BAR REINFORCING STEEL (WINGWALL) LB 1.1500 33,235.00 28,659.000 32,957 157 HEADED BAR REINFORCEMENT EA 15.0000 480.00 32.000 480 (F) PROGRAM CAS145 PAGE 7 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL SHOTCRETE CY 630.0000 680,400.00 1,080.000 680,400 (F) 159 FURNISH SIGN STRUCTURE (TRUSS) LB 3.7000 884,300.00 119,990.000 443,963 (F) 160 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 71,700.00 79,022.000 23,706 (F) 161 REMOVE SIGN STRUCTURE (EA) EA 3,000.0000 12,000.00 4.000 12,000 162 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 5,000.00 2.000 5,000 163 PEDESTRIAN BARRICADE EA 700.0000 5,600.00 0.000 0 164 TIMBER LAGGING MFBM 4,825.0000 159,225.00 33.000 159,225 (F) 165 CLEAN AND PAINT STEEL SOLDIER PILING LS 207,760.0000 207,760.00 1.000 207,760 166 REMOVE RETAINING WALL (LF) LF 70.6400 33,907.20 0.000 0 167 BRIDGE REMOVAL (PORTION), LOCATION A LS 23,000.0000 23,000.00 1.000 23,000 168 BRIDGE REMOVAL (PORTION), LOCATION B LS 110,000.0000 110,000.00 1.000 110,000 169 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 1.000 25,000 170 BRIDGE REMOVAL (PORTION), LOCATION D LS 30,000.0000 30,000.00 1.000 30,000 171 COLUMN CASING LB 6.0000 558,000.00 93,000.000 558,000 (F) 172 18" ALTERNATIVE PIPE CULVERT LF 67.1800 1,061,444.00 821.000 55,154.78 13,999.900 940,513 173 24" ALTERNATIVE PIPE CULVERT LF 82.8500 224,523.50 627.100 51,955.24 2,700.800 223,761 174 36" ALTERNATIVE PIPE CULVERT LF 144.3500 142,906.50 1,003.700 144,884 175 48" ALTERNATIVE PIPE CULVERT LF 347.5700 52,135.50 142.200 49,424 176 18" TEMPORARY CULVERT LF 127.5600 20,409.60 260.600 33,242 177 18" REINFORCED CONCRETE PIPE LF 74.7800 425,498.20 4,750.000 355,205 178 JACKED 18" REINFORCED CONCRETE LF 2,109.2800 194,053.76 91.700 193,420 PIPE (CLASS II) 179 24" REINFORCED CONCRETE PIPE LF 98.6400 38,469.60 441.200 43,519 180 JACKED 24" REINFORCED CONCRETE LF 2,482.8300 273,111.30 35.000 86,899 PIPE (CLASS II) 181 30" REINFORCED CONCRETE PIPE LF 139.3900 299,688.50 2,148.100 299,423 182 JACKED 30" REINFORCED CONCRETE LF 2,128.3300 121,314.81 49.380 105,096 PIPE (CLASS II) 183 36" REINFORCED CONCRETE PIPE LF 191.9700 691,092.00 3,705.600 711,364 184 JACK 36" REINFORCED CONCRETE PIPE LF 2,544.1800 279,859.80 102.700 261,287 (CLASS II) PROGRAM CAS145 PAGE 8 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 42" REINFORCED CONCRETE PIPE LF 219.8100 202,225.20 905.700 199,081 186 48" REINFORCED CONCRETE PIPE LF 388.4300 897,273.30 1,998.100 776,121 187 JACKED 48" REINFORCED CONCRETE PIPE LF 2,324.0000 116,200.00 50.000 116,200 (CLASS II) 188 54" REINFORCED CONCRETE PIPE LF 362.8100 163,264.50 703.200 255,127 189 12" CORRUGATED STEEL PIPE (.064" THICK) LF 239.3100 1,914.48 7.300 1,746 190 18" CORRUGATED STEEL PIPE (.109" THICK) LF 91.3000 22,825.00 249.800 22,806 191 18" SLOTTED CORRUGATED STEEL PIPE LF 124.8800 77,425.60 508.300 63,476 (.064" THICK) 192 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 6.0400 112,344.00 16,308.000 98,500 193 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 7.7000 113,190.00 11,006.000 84,746 194 8" PLASTIC PIPE UNDERDRAIN (CLASS II) LF 63.2900 33,543.70 397.000 25,126 195 3" PLASTIC PIPE (EDGE DRAIN) LF 6.5400 59,448.60 9,880.000 64,615 196 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 35.8300 40,129.60 1,176.000 42,136 197 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 55.7200 1,281,560.00 21,519.030 1,199,040 (F) 198 CLASS 3 PERMEABLE MATERIAL CY 68.2000 212,784.00 1,910.000 130,262 (F) 199 REMOVE UNDERDRAIN LF 10.7500 45,257.50 4,210.000 45,257 200 GEOMEMBRANE (WATER BARRIER) SQYD 5.0900 57,008.00 9,614.000 48,935 201 DRAINAGE INLET MARKER EA 35.0000 3,045.00 0.000 0 202 36" CORRUGATED STEEL PIPE INLET LF 597.2300 95,556.80 126.800 75,728 (.109" THICK) 203 12" WELDED STEEL PIPE (.250" THICK) LF 674.3300 105,869.81 157.000 105,869 (F) 204 18" WELDED STEEL PIPE (.250" THICK) LF 822.6500 72,393.20 92.600 76,177 (F) 205 24" WELDED STEEL PIPE (.250" THICK) LF 1,025.1700 28,704.76 28.000 28,704 (F) 206 ALTERNATIVE FLARED END SECTION EA 802.6100 65,011.41 43.000 34,512 207 BIOFILTRATION SWALE WEIR EA 2,631.2400 28,943.64 2.000 5,262 208 36" PRECAST CONCRETE PIPE INLET LF 376.9300 15,077.20 25.800 9,724 209 ABANDON CULVERT (LF) LF 40.5900 4,059.00 0.000 0 210 REMOVE CULVERT (LF) LF 24.7600 183,719.20 106.000 2,624.56 5,610.000 138,903 211 REMOVE REINFORCED CONCRETE BOX CULVERT LF 112.2000 21,318.00 185.000 20,757 (LF) PROGRAM CAS145 PAGE 9 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 REMOVE INLET EA 498.6700 35,904.24 2.000 997.34 63.000 31,416 213 REMOVE HEADWALL EA 1,937.5200 34,875.36 20.000 38,750 214 REMOVE MANHOLE EA 1,601.4500 1,601.45 1.000 1,601 215 REMOVE FLARED END SECTION (EA) EA 224.9800 6,074.46 29.000 6,524 216 ADJUST MANHOLE EA 2,571.5100 2,571.51 0.000 0 217 MODIFY INLET EA 8,099.7300 8,099.73 1.000 8,099 218 MODIFY INLET TO MANHOLE EA 3,999.9300 15,999.72 3.000 11,999 219 CULVERT SLURRY-CEMENT BACKFILL CY 148.6500 306,219.00 1,648.400 245,034 220 SAND BACKFILL CY 148.6500 1,040.55 0.000 0 221 HDPE PLASTIC PIPELINER (16" OD SDR 26) LF 153.4500 9,207.00 0.000 0 222 CONCRETE (DITCH LINING) CY 1,050.0000 231,000.00 152.990 160,639 223 ROCK SLOPE PROTECTION CY 180.4200 165,986.40 1,067.600 192,616 (150 LB, CLASS III, METHOD B) (CY) 224 ROCK SLOPE PROTECTION CY 283.1700 65,129.10 6.000 1,699.02 206.500 58,474 (60 LB, CLASS II, METHOD B) (CY) 225 GRAVEL FILTER CY 133.2300 65,282.70 369.600 49,241 226 MINOR CONCRETE (GUTTER) (LF) LF 33.0000 194,535.00 5,876.000 193,908 227 DETECTABLE WARNING SURFACE SQFT 25.0000 14,750.00 307.500 7,687 228 MINOR CONCRETE (MISCELLANEOUS CY 907.6800 562,761.60 10.200 9,258.34 591.990 537,337 CONSTRUCTION) 229 MINOR CONCRETE (TEXTURED PAVING) CY 716.0000 243,440.00 45.000 32,220.00 195.300 139,834 230 MISCELLANEOUS IRON AND STEEL LB 1.6300 241,240.00 109,311.000 178,176 (F) 231 MISCELLANEOUS METAL (INCLINED SCREEN) LB 22.0000 44,880.00 0.000 0 232 MISCELLANEOUS METAL (RETAINING WALL) LB 7.0000 53,480.00 7,640.000 53,480 (F) 233 BRIDGE DECK DRAINAGE SYSTEM LB 12.0000 47,160.00 2,580.000 30,960 (F) 234 LIGHTING (COUNTY STREET) LS 44,453.0000 44,453.00 1.000 44,453 235 LIGHTING (PRIVATE ROAD) LS 85,942.0000 85,942.00 0.999 85,856 236 EMERGENCY VEHICLE DETECTION SYSTEM LS 13,845.0000 13,845.00 1.000 13,845 237 ELECTRONIC TOLL SYSTEM LS 3,250,000.0000 3,250,000.00 0.567 1,842,750 238 GENERAL ELECTRIC 14" WATERLINE LS 435,512.6000 435,512.60 1.000 435,512 RELOCATION PROGRAM CAS145 PAGE 10 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 240 SFPUC 12" POTABLE WATER LINE LS 689,410.0700 689,410.07 1.000 689,410 RELOCATION 241 SFPUC 4" POTABLE WATER LINE RELOCATION LS 310,274.8400 310,274.84 1.000 310,274 242 PREPARE AND PAINT CONCRETE SQFT 65.0000 12,350.00 0.000 0 243 FENCE (TYPE BW, 4-STRAND) LF 6.2500 172,500.00 20,772.000 129,825 244 FENCE (TYPE WM, METAL POST) LF 8.2500 57,750.00 4,063.000 33,519 245 TEMPORARY FENCE (TYPE CL-6) LF 25.0000 99,000.00 3,378.210 84,455 246 TEMPORARY 10' GATE (TYPE CL-6) EA 2,250.0000 54,000.00 14.000 31,500 247 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 28.0000 164,528.00 6,048.000 169,344 248 CHAIN LINK FENCE (TYPE CL-6) LF 32.0000 64,000.00 1,075.000 34,400.00 3,129.000 100,128 249 10' CHAIN LINK GATE (TYPE CL-6) EA 2,800.0000 16,800.00 8.000 22,400 250 REMOVE FENCE LF 3.0000 99,900.00 27,479.000 82,437 251 REMOVE GATE EA 750.0000 18,000.00 5.000 3,750 252 REMOVE PAVEMENT MARKER EA 1.0000 10,200.00 6,693.000 6,693 253 DELINEATOR (CLASS 1) EA 35.0000 3,850.00 75.000 2,625 254 GUARD RAILING DELINEATOR EA 25.0000 6,250.00 0.000 0 255 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 17,360.00 412.000 1,442.00 3,031.000 10,608 256 TREATMENT BEST MANAGEMENT EA 200.0000 5,600.00 0.000 0 PRACTICE MARKER 257 OBJECT MARKER EA 95.0000 11,400.00 17.000 1,615 258 REMOVE ROADSIDE SIGN EA 85.0000 8,500.00 13.000 1,105 259 REMOVE ROADSIDE SIGN EA 50.0000 850.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 260 REMOVE ROADSIDE SIGN PANEL EA 50.0000 300.00 0.000 0 261 REMOVE SIGN PANEL EA 1,900.0000 1,900.00 0.000 0 262 REMOVE SIGN PANEL FROM STRUCTURE EA 100.0000 200.00 0.000 0 263 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 400.00 0.000 0 264 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 1,500.00 0.000 0 265 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 21.9500 33,803.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 31.0000 56,110.00 1,810.000 56,110 267 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 36.5000 12,775.00 0.000 0 268 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.7500 32,982.50 0.000 0 (0.063"-UNFRAMED) 269 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.7500 13,702.50 0.000 0 (0.080"-UNFRAMED) 270 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 43.0000 9,030.00 0.000 0 (0.063"-FRAMED) 271 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.2500 21,800.00 0.000 0 (0.080"-FRAMED) 272 METAL (BARRIER MOUNTED SIGN) LB 8.0000 2,480.00 0.000 0 273 ROADSIDE SIGN - ONE POST EA 275.0000 66,000.00 0.000 0 274 ROADSIDE SIGN - TWO POST EA 450.0000 9,900.00 0.000 0 275 MONUMENT SIGN AND FOUNDATION LS 35,000.0000 35,000.00 1.000 35,000 276 FLAG POLE AND FOUNDATION LS 8,500.0100 8,500.01 1.000 8,500 277 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 1,950.00 0.000 0 METHOD) 278 INSTALL TEMPORARY SIGN OVERLAY SQFT 18.0000 13,140.00 0.000 0 279 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 250.0000 2,500.00 0.000 0 280 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 25.0000 4,250.00 0.000 0 281 INSTALL ROADSIDE SIGN PANEL ON EA 75.0000 450.00 0.000 0 EXISTING POST 282 INSTALL SIGN PANEL ON EXISTING EA 250.0000 750.00 0.000 0 STRUCTURE 283 INSTALL ROADSIDE SIGN EA 1,350.0000 5,400.00 0.000 0 (LAMINATED WOOD BOX POST) 284 FURNISH LAMINATED WOOD BOX POST EA 2,500.0000 10,000.00 1.000 2,500 (TYPE L) 285 FURNISH LAMINATED WOOD BOX POST EA 1,700.0000 6,800.00 0.000 0 (TYPE M) 286 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 32.0000 652,800.00 475.000 15,200.00 17,154.400 548,940 287 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.7300 827,541.00 8,192.400 579,448 288 TUBULAR HANDRAILING LF 175.0000 41,300.00 236.000 41,300 (F) 289 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 55.0000 22,000.00 0.000 0 290 CABLE RAILING LF 75.0000 1,425.00 0.000 0 (F) 291 TRANSITION RAILING (TYPE WB-31) EA 5,500.0000 121,000.00 1.000 5,500.00 19.000 104,500 292 END ANCHOR ASSEMBLY (TYPE SFT) EA 617.8700 25,950.54 3.000 1,853.61 23.000 14,211 PROGRAM CAS145 PAGE 12 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,200.0000 197,400.00 3.000 12,600.00 33.000 138,600 294 CRASH CUSHION (SMART) EA 42,000.0000 588,000.00 9.000 378,000 295 CRASH CUSHION (SMART) EA 45,000.0000 45,000.00 0.000 0 WITH TRANSITION RAILS 296 CONCRETE BARRIER (TYPE 60MD) LF 148.7200 1,196,303.68 5,347.000 795,205 (F) 297 CONCRETE BARRIER (TYPE 60R MOD) LF 970.8700 69,902.64 0.000 0 298 CONCRETE BARRIER (TYPE 60) LF 137.2600 3,733,472.00 2,300.000 315,698.00 25,507.000 3,501,090 299 CONCRETE BARRIER (ANCHOR BLOCK) LF 577.7100 28,885.50 44.000 25,419 (TYPE 60) 300 CONCRETE BARRIER (TYPE 836B MOD) LF 380.0000 83,600.00 116.000 44,080 (F) 301 CONCRETE BARRIER (TYPE 842) LF 180.0000 3,116,880.00 12,737.200 2,292,696 (F) 302 REMOVE GUARDRAIL LF 8.0000 54,240.00 7,658.500 61,268 303 REMOVE SINGLE METAL BEAM BARRIER LF 20.0000 23,400.00 1,200.000 24,000 304 SALVAGE METAL BRIDGE RAILING LF 15.0000 13,965.00 373.000 5,595.00 931.000 13,965 305 RECONSTRUCT CONCRETE BARRIER LF 85.0000 27,200.00 320.000 27,200 (TYPE 732A) 306 REMOVE CONCRETE BARRIER LF 23.2700 120,538.60 6,113.400 142,258 307 REMOVE CRASH CUSHION (SAND FILLED) EA 400.0000 4,800.00 0.000 0 308 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 292,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 309 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 43,925.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 310 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 7.0000 358,400.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 311 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 62,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 312 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 39,120.00 124,003.000 49,601 313 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 650.00 2,141.000 10,705 314 12" RUMBLE STRIP STA 32.5300 15,614.40 0.000 0 (ASPHALT CONCRETE PAVEMENT) 315 12" RUMBLE STRIP STA 282.3100 8,751.61 0.000 0 (CONCRETE PAVEMENT) 316 CONTRAST STRIPE PAINT (2-COAT) LF 0.5000 29,050.00 48,740.000 24,370 317 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,500.0000 4,500.00 0.500 2,250 SYSTEM ELEMENTS DURING CONSTRUCTION 318 SIGNAL AND LIGHTING SYSTEM LS 651,182.0000 651,182.00 0.961 625,785 319 TRAFFIC MONITORING STATION SYSTEM LS 130,309.0000 130,309.00 0.475 61,896 PROGRAM CAS145 PAGE 13 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 PTZ CAMERA SYSTEMS LS 53,422.0000 53,422.00 1.000 53,422 321 TEMPORARY LIGHTING SYSTEMS LS 214,365.0000 214,365.00 0.909 194,857 322 TEMPORARY SIGNAL SYSTEMS LS 451,849.0000 451,849.00 0.889 401,693 323 TEMPORARY RAMP METERING SYSTEMS LS 182,704.0000 182,704.00 0.462 84,409 324 TEMPORARY TRAFFIC MONITORING STATION LS 60,434.0000 60,434.00 0.661 39,946 SYSTEMS 325 TEMPORARY PTZ CAMERA SYSTEMS LS 117,799.0000 117,799.00 0.590 69,501 326 MODIFYING LIGHTING SYSTEMS LS 500,000.0000 500,000.00 0.956 478,000 327 MODIFYING RAMP METERING SYSTEMS LS 500,000.0000 500,000.00 1.000 500,000 328 MODIFYING TRAFFIC MONITORING STATIONS LS 113,403.0000 113,403.00 0.071 8,051 329 MODIFYING FLASHING BEACON SYSTEMS LS 26,732.0000 26,732.00 0.524 14,007 330 MODIFYING PTZ CAMERA SYSTEMS LS 224,102.0000 224,102.00 0.571 127,962 331 REMOVING HIGHWAY ADVISORY RADIO LS 7,040.0000 7,040.00 1.000 7,040 SYSTEMS 332 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 1.000 0 333 SFPUC 12" RECYCLE WATER LINE RELOCATION LS 1,096,708.8000 1,096,708.80 0.980 1,074,774 334 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 335 NATURAL RESOURCE PROTECTION PLAN LS 24,025.2700 24,025.27 0.180 4,324 PROGRAM CAS145 PAGE 14 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 12:24 PM ESTIMATE NO. 051 BID OPENING 02/03/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,554,530.92 102,616,536.92 ADJUSTMENT OF COMPENSATION 0.00 1,353,843.81 EXTRA WORK 38,561.27 8,672,588.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,593,092.19 112,642,968.73 336 MOBILIZATION LS 13,000,000.0000 13,000,000.00 1.000 13,000,000 ORIGINAL CONTRACT AMOUNT 133,802,176.49 TOTAL WORK COMPLETED 1,593,092.19 125,642,968.73 MATERIALS ON HAND ON SITE 108,857.98 1,421,389.96 DEDUCTIONS 0.00 -10,200.00 TOTAL 1,701,950.17 127,054,158.69 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 03/11/21 1000 05/05/21 05/05/21 12/22/25 498 453 0 0 88% 50% PROGRESS IS SATISFACTORY PANDHER, PARAMJIT RESIDENT ENGINEER