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 10/20/23 EST. NO. 031 TIME 05:49 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 --------------------------------------------------------------------------- 001 0071-2 13,489.91 E.W. @ F.A.(+) 030723 N 0579.0 DAO CORRECTING ENTRY 0072-2 10,757.89 030823 N 0580.0 DAO CORRECTING ENTRY 0096 7,570.48 071123 N 0675.0 0098 3,111.88 071023 N 0672.0 0099 2,947.25 081123 N 0679.0 0100 11,437.03 081123 N 0680.0 0103 2,974.08 062823 N 0671.0 0104 2,407.52 042723 N 0716.0 0105 3,508.04 071823 N 0717.0 0106 4,818.74 072623 N 0718.0 0107 1,248.20 050323 N 0725.0 0108 2,591.76 070323 N 0726.0 0109 12,650.00 083123 N 0735.0 0110 3,754.52 080923 N 0740.0 002 0098 123.20 E.W. @ F.A.(+) 072123 N 0703.0 0099 123.20 081723 N 0734.0 003 0030 600.00 E.W. @ F.A.(+) 081123 N 0701.0 0031 600.00 071123 N 0702.0 011 0002 4,429.48 E.W. @ F.A.(+) 081523 N 050794 029 0091 12,508.51 E.W. @ F.A.(+) 072922 N 049677 0092 22,764.99 080622 N 049678 0095 3,026.20 090822 N 049681 032 0010-1 -8,428.94 E.W. @ F.A.(+) 080923 N 0695.0 DAO CORRECTING ENTRY 0012 8,428.94 080923 N 063624 033 0008-1 -5,060.00 E.W. @ F.A.(+) 081423 N 0700.0 DAO CORRECTING ENTRY 0009 10,864.76 062023 N 0721.0 0011 7,397.13 062223 N 0723.0 041 0003 5,304.29 E.W. @ F.A.(+) 081922 N 930752 048 0006 62,481.00 E.W. @ L.S.(+) 102023 N 6 0 054 0011-1 -35,204.27 E.W. @ F.A.(+) 061523 N 049673 DAO CORRECTING ENTRY 0012 35,204.27 061523 N 063365 057 0020 2,966.68 E.W. @ F.A.(+) 060623 N 049413 211,396.74 TOTAL THIS ESTIMATE 6,954,454.93 TOTAL PREVIOUS ESTIMATE 7,165,851.67 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 10/20/23 EST. NO. 031 TIME 05:49 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 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 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 21.000 73,500.00 275.000 962,500 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 102,000.00 7.670 46,020 MEETING 005 HOURLY OFF-SITE HR 200.0000 20,000.00 26.840 5,368 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 10,448.8800 10,448.88 0.050 522.44 0.620 6,478 007 CONSTRUCTION AREA SIGNS LS 130,000.0000 130,000.00 0.450 58,500.00 0.700 91,000 008 TRAFFIC CONTROL SYSTEM LS 1,460,000.0000 1,460,000.00 0.020 29,200.00 0.955 1,394,300 009 TYPE III BARRICADE EA 60.0000 300.00 0.050 3 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 17,280.00 2,477.000 9,908 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 235,500.00 9,692.000 4,846.00 230,743.000 115,371 012 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,800.00 375.000 13,125 013 PLASTIC TRAFFIC DRUMS EA 40.0000 17,200.00 150.000 6,000.00 150.000 6,000 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 69.8400 69,840.00 0.000 0 SYSTEM DAY 015 TEMPORARY PAVEMENT MARKER EA 4.0000 27,680.00 375.000 1,500.00 4,852.380 19,409 016 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,374.6900 70,121.59 6.000 38,248 017 TEMPORARY RAILING (TYPE K) LF 7.9600 1,154,200.00 1,800.000 14,328.00 97,891.000 779,212 018 TEMPORARY CRASH CUSHION MODULE EA 175.0000 71,750.00 186.000 32,550 019 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,809.7000 358,111.80 3.000 11,429.10 50.000 190,485 020 TEMPORARY TRAFFIC SCREEN LF 3.5800 160,384.00 0.000 0 021 TEMPORARY RADAR SPEED FEEDBACK EA 7,965.7500 47,794.50 1.000 7,965 SIGN SYSTEM 022 JOB SITE MANAGEMENT LS 71,942.0200 71,942.02 0.030 2,158.26 0.750 53,956 PROGRAM CAS145 PAGE 2 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 29.000 14,500 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 7,875.00 46.000 17,250 026 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 027 MOVE-IN/MOVE-OUT EA 678.0000 13,560.00 1.000 678.00 9.000 6,102 (TEMPORARY EROSION CONTROL) 028 TEMPORARY HYDRAULIC MULCH SQYD 0.4300 118,250.00 -101,092.500 -43,469.78 176,273.300 75,797 (BONDED FIBER MATRIX) 029 TEMPORARY COVER SQYD 4.7600 30,273.60 11,591.100 55,173 030 TEMPORARY CHECK DAM LF 3.3000 5,940.00 1,032.000 3,405 031 TEMPORARY DRAINAGE INLET PROTECTION EA 147.0000 70,560.00 101.000 14,847 032 TEMPORARY FIBER ROLL LF 2.4200 488,840.00 31,337.000 75,835 033 TEMPORARY REINFORCED SILT FENCE LF 5.7600 266,112.00 44,356.000 255,490 034 TEMPORARY SILT FENCE LF 2.1500 144,695.00 0.020 0.04 7,298.020 15,690 035 TEMPORARY CONSTRUCTION ENTRANCE EA 3,853.3000 104,039.10 1.000 3,853.30 15.000 57,799 036 TEMPORARY CONSTRUCTION ROADWAY SQYD 31.0200 8,375.40 0.000 0 037 STREET SWEEPING LS 20,572.3900 20,572.39 0.100 2,057.24 0.730 15,017 038 TEMPORARY ACTIVE TREATMENT SYSTEM LS 50,000.0000 50,000.00 0.100 5,000 039 TEMPORARY CONCRETE WASHOUT LS 165,000.0000 165,000.00 0.020 3,300.00 0.970 160,050 040 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 0.000 0 042 TEMPORARY CREEK DIVERSION SYSTEMS LS 78,753.8700 78,753.87 0.000 0 043 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 14,400.00 30,766.000 12,306 STRIPE (HAZARDOUS WASTE) 044 TREATED WOOD WASTE LB 1.1300 137,860.00 111,120.000 125,565 045 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 525,000.0000 525,000.00 0.921 483,525 046 NOISE MONITORING LS 4,000.0000 4,000.00 1.000 4,000 047 VIBRATION MONITORING LS 23,000.0000 23,000.00 0.960 22,080 048 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 39,334.60 154.600 17,885 PROGRAM CAS145 PAGE 3 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.940 206,659 051 DUST PALLIATIVE LS 28,349.6200 28,349.62 0.000 0 052 ROADWAY EXCAVATION CY 18.8300 4,481,540.00 4,360.200 82,102.57 203,124.130 3,824,827 053 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 2,224.000 151,232 (F) 056 STRUCTURE EXCAVATION (CULVERT) CY 30.9200 117,186.80 800.000 24,736.00 3,929.000 121,484 (F) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 29.6800 700,448.00 10,886.000 323,096 058 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 523,875.00 638.000 105,270.00 1,746.000 288,090 (F) 062 STRUCTURE BACKFILL (CULVERT) CY 108.5700 247,539.60 394.000 42,776.58 2,187.430 237,489 (F) 063 STRUCTURE BACKFILL (RETAINING WALL) CY 58.5800 890,416.00 623.000 36,495.34 7,779.300 455,711 (F) 064 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 41.7800 16,962.68 384.000 16,043 (F) 065 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 78.5000 1,648.50 19.000 1,491 (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 8,244.200 270,739 069 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.7400 86,858.00 486.300 1,332.46 24,866.600 68,134 CLASS B2 070 BIAXIAL GEOGRID SQYD 1.8500 296,000.00 1,754.400 3,245.64 80,583.210 149,078 071 GEOSYNTHETIC REINFORCEMENT SQYD 11.9600 17,940.00 2,024.000 24,207.04 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 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 678.00 5.000 3,390 078 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4900 401,310.00 75,120.000 36,808.80 199,012.500 97,516 079 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4400 165,000.00 194,653.900 85,647 080 HYDROMULCH SQFT 0.0400 69,600.00 337,297.500 13,491 081 FIBER ROLLS LF 2.4300 364,500.00 4,706.000 11,435.58 33,156.000 80,569 082 HYDROSEED SQFT 0.0700 121,800.00 517,033.500 36,192 083 COMPOST (CY) CY 34.1500 183,385.50 231.680 7,911.87 1,009.930 34,489 084 IMPORTED BIOFILTRATION SOIL CY 83.9200 423,796.00 3,483.000 292,293 085 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 11,413.900 332,601 087 CLASS 2 AGGREGATE BASE (CY) CY 34.5400 2,846,096.00 803.980 27,769.47 58,029.980 2,004,355 088 REPLACE BASE CY 850.0000 34,000.00 0.000 0 089 ASPHALT TREATED PERMEABLE BASE CY 150.1900 85,608.30 544.290 81,746 090 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 19,650.020 1,324,214.85 72,116.690 4,859,943 094 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 91.0000 2,356,900.00 3,983.060 362,458.46 11,310.440 1,029,250 095 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 0.000 0 098 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.8300 25,441.70 0.000 0 099 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.8100 30,348.00 0.000 0 100 PLACE HOT MIX ASPHALT SQYD 10.9300 104,818.70 807.000 8,820 (MISCELLANEOUS AREA) 101 TACK COAT TON 736.9200 191,599.20 29.600 21,812 102 REMOVE ASPHALT CONCRETE DIKE LF 0.3500 1,641.50 200.000 70 103 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0300 185,339.00 10,696.430 21,713 PROGRAM CAS145 PAGE 5 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 41,016.40 439.000 10,979.39 577.000 14,430 105 CONTINUOUSLY REINFORCED CONCRETE CY 490.0000 2,969,400.00 3,357.530 1,645,189 PAVEMENT 106 JOINTED PLAIN CONCRETE PAVEMENT CY 415.0000 3,647,850.00 4,674.500 1,939,917 107 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 79.000 118,500.00 79.000 118,500 110 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 2,375.500 20,761 112 GRIND EXISTING CONCRETE SQYD 5.2500 128,100.00 0.000 0 PAVEMENT 113 GROUND ANCHOR (VERTICAL) EA 3,000.0000 426,000.00 52.000 156,000 114 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 4,320.000 306,720.00 48,998.000 3,478,858 (F) 116 TEMPORARY RETAINING WALL SQFT 15.9900 433,329.00 2,275.000 36,377.25 27,100.000 433,329 117 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 7,068.000 600,780 (ALTERNATIVE W) 122 DRIVE PILE (CLASS 90) EA 4,200.0000 793,800.00 182.000 764,400 (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 4,987.000 374,025 (ALTERNATIVE W) 126 DRIVE PILE (CLASS 200) EA 4,000.0000 772,000.00 90.000 360,000 (ALTERNATIVE W) 127 24" CAST-IN-DRILLED-HOLE CONCRETE LF 400.0000 64,000.00 0.831 332 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 507,500.00 160.000 232,000 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 6 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.080 28,000.00 0.330 115,500 132 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 475.0000 422,750.00 658.000 312,550 (F) 133 STRUCTURAL CONCRETE, BRIDGE CY 1,300.0000 4,446,000.00 102.000 132,600.00 1,755.000 2,281,500 (F) 134 STRUCTURAL CONCRETE, BRIDGE CY 975.0000 1,140,750.00 522.000 508,950 (F) (POLYMER FIBER) 135 STRUCTURAL CONCRETE, WINGWALL CY 1,462.0000 467,840.00 13.400 19,590.80 276.700 404,535 (F) 136 STRUCTURAL CONCRETE, RETAINING WALL CY 850.0000 5,992,500.00 82.500 70,125.00 4,829.000 4,104,650 (F) 137 STRUCTURAL CONCRETE, BARRIER SLAB CY 600.0000 2,425,200.00 231.000 138,600.00 1,413.000 847,800 (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 82.000 90,200.00 195.000 214,500 (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 87.000 71,355.66 1,164.900 955,427 (F) 142 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,815.0000 2,922,150.00 20.880 37,897.20 1,083.110 1,965,844 (F) 143 MINOR CONCRETE (BACKFILL) CY 229.2500 960,557.50 36.000 8,253.00 2,230.200 511,273 (F) 144 PAVING NOTCH EXTENSION CF 82.0000 492.00 2.000 164 145 ARCHITECTURAL TREATMENT SQFT 4.1700 546,707.85 4,693.000 19,569.81 81,687.000 340,634 (F) 146 DRILL AND BOND DOWEL LF 37.0000 23,865.00 595.000 22,015 147 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 0.000 0 153 BAR REINFORCING STEEL (BRIDGE) LB 1.0500 1,713,285.00 903,340.000 948,507 (F) 154 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0400 1,047,280.00 762,669.700 793,176 (F) 155 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1700 242,190.00 31,129.700 36,421.75 187,954.600 219,906 (F) 156 BAR REINFORCING STEEL (WINGWALL) LB 1.1500 33,235.00 1,050.000 1,207.50 26,215.000 30,147 157 HEADED BAR REINFORCEMENT EA 15.0000 480.00 32.000 480 (F) PROGRAM CAS145 PAGE 7 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 35,100.000 210,600 (F) 172 18" ALTERNATIVE PIPE CULVERT LF 67.1800 1,061,444.00 95.100 6,388.82 9,684.000 650,571 173 24" ALTERNATIVE PIPE CULVERT LF 82.8500 224,523.50 1,552.600 128,632 174 36" ALTERNATIVE PIPE CULVERT LF 144.3500 142,906.50 22.800 3,291.18 861.800 124,400 175 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 3,522.700 263,427 178 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 38,469.60 265.400 26,179 180 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 299,688.50 244.900 34,136.61 1,301.800 181,457 182 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 3,213.400 616,876 184 JACK 36" REINFORCED CONCRETE PIPE LF 2,544.1800 279,859.80 102.700 261,287 (CLASS II) PROGRAM CAS145 PAGE 8 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 202,225.20 899.600 197,741 186 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 22,825.00 204.100 18,634 191 18" SLOTTED CORRUGATED STEEL PIPE LF 124.8800 77,425.60 0.000 0 (.064" THICK) 192 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 6.0400 112,344.00 3,278.000 19,799.12 13,261.000 80,096 193 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 7.7000 113,190.00 569.000 4,381.30 10,765.000 82,890 194 8" PLASTIC PIPE UNDERDRAIN (CLASS II) LF 63.2900 33,543.70 16.000 1,012.64 371.000 23,480 195 3" PLASTIC PIPE (EDGE DRAIN) LF 6.5400 59,448.60 5,855.000 38,291 196 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 35.8300 40,129.60 0.000 0 197 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 55.7200 1,281,560.00 364.000 20,282.08 16,989.530 946,656 (F) 198 CLASS 3 PERMEABLE MATERIAL CY 68.2000 212,784.00 109.000 7,433.80 1,795.000 122,419 (F) 199 REMOVE UNDERDRAIN LF 10.7500 45,257.50 3,433.000 36,904 200 GEOMEMBRANE (WATER BARRIER) SQYD 5.0900 57,008.00 5,861.000 29,832 201 DRAINAGE INLET MARKER EA 35.0000 3,045.00 0.000 0 202 36" CORRUGATED STEEL PIPE INLET LF 597.2300 95,556.80 107.100 63,963 (.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 75.000 61,698.75 92.600 76,177 (F) 205 24" WELDED STEEL PIPE (.250" THICK) LF 1,025.1700 28,704.76 28.000 28,704.76 28.000 28,704 (F) 206 ALTERNATIVE FLARED END SECTION EA 802.6100 65,011.41 3.000 2,407.83 18.000 14,446 207 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 19.250 7,255 209 ABANDON CULVERT (LF) LF 40.5900 4,059.00 0.000 0 210 REMOVE CULVERT (LF) LF 24.7600 183,719.20 4,008.000 99,238 211 REMOVE REINFORCED CONCRETE BOX CULVERT LF 112.2000 21,318.00 100.000 11,220.00 132.000 14,810 (LF) PROGRAM CAS145 PAGE 9 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 47.000 23,437 213 REMOVE HEADWALL EA 1,937.5200 34,875.36 2.000 3,875.04 15.000 29,062 214 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 11.000 2,474 216 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 2.000 7,999 219 CULVERT SLURRY-CEMENT BACKFILL CY 148.6500 306,219.00 1,147.400 170,561 220 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 30.190 31,699 223 ROCK SLOPE PROTECTION CY 180.4200 165,986.40 221.000 39,872.82 833.700 150,416 (150 LB, CLASS III, METHOD B) (CY) 224 ROCK SLOPE PROTECTION CY 283.1700 65,129.10 10.000 2,831.70 168.400 47,685 (60 LB, CLASS II, METHOD B) (CY) 225 GRAVEL FILTER CY 133.2300 65,282.70 4.000 532.92 215.200 28,671 226 MINOR CONCRETE (GUTTER) (LF) LF 33.0000 194,535.00 1,898.000 62,634.00 4,591.000 151,503 227 DETECTABLE WARNING SURFACE SQFT 25.0000 14,750.00 187.500 4,687 228 MINOR CONCRETE (MISCELLANEOUS CY 907.6800 562,761.60 15.400 13,978.27 154.600 140,327 CONSTRUCTION) 229 MINOR CONCRETE (TEXTURED PAVING) CY 716.0000 243,440.00 18.000 12,888 230 MISCELLANEOUS IRON AND STEEL LB 1.6300 241,240.00 5,538.000 9,026.94 58,762.000 95,782 (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 1,865.000 22,380 (F) 234 LIGHTING (COUNTY STREET) LS 44,453.0000 44,453.00 0.685 30,450 235 LIGHTING (PRIVATE ROAD) LS 85,942.0000 85,942.00 0.029 2,492.32 0.029 2,492 236 EMERGENCY VEHICLE DETECTION SYSTEM LS 13,845.0000 13,845.00 0.990 13,706.55 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 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.980 675,621 RELOCATION 241 SFPUC 4" POTABLE WATER LINE RELOCATION LS 310,274.8400 310,274.84 0.980 304,069 242 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 20,554.000 128,462 244 FENCE (TYPE WM, METAL POST) LF 8.2500 57,750.00 3,695.000 30,483 245 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 5,521.000 154,588 248 CHAIN LINK FENCE (TYPE CL-6) LF 32.0000 64,000.00 972.000 31,104 249 10' CHAIN LINK GATE (TYPE CL-6) EA 2,800.0000 16,800.00 2.000 5,600 250 REMOVE FENCE LF 3.0000 99,900.00 323.000 969.00 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 4,661.000 4,661 253 DELINEATOR (CLASS 1) EA 35.0000 3,850.00 0.000 0 254 GUARD RAILING DELINEATOR EA 25.0000 6,250.00 0.000 0 255 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 17,360.00 237.000 829.50 682.000 2,387 256 TREATMENT BEST MANAGEMENT EA 200.0000 5,600.00 0.000 0 PRACTICE MARKER 257 OBJECT MARKER EA 95.0000 11,400.00 0.000 0 258 REMOVE ROADSIDE SIGN EA 85.0000 8,500.00 12.000 1,020 259 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 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 56,110.00 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 0.050 1,750 276 FLAG POLE AND FOUNDATION LS 8,500.0100 8,500.01 0.000 0 277 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 652,800.00 225.000 7,200.00 9,180.150 293,764 287 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.7300 827,541.00 1,958.400 138,517.63 4,811.600 340,324 288 TUBULAR HANDRAILING LF 175.0000 41,300.00 0.000 0 (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 8.000 44,000 292 END ANCHOR ASSEMBLY (TYPE SFT) EA 617.8700 25,950.54 1.000 617.87 10.000 6,178 PROGRAM CAS145 PAGE 12 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 4,200.00 12.000 50,400 294 CRASH CUSHION (SMART) EA 42,000.0000 588,000.00 2.000 84,000.00 5.000 210,000 295 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 1,725.000 256,542 (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 2,035.000 279,324.10 12,221.000 1,677,454 299 CONCRETE BARRIER (ANCHOR BLOCK) LF 577.7100 28,885.50 14.000 8,087.94 44.000 25,419 (TYPE 60) 300 CONCRETE BARRIER (TYPE 836B MOD) LF 380.0000 83,600.00 0.000 0 (F) 301 CONCRETE BARRIER (TYPE 842) LF 180.0000 3,116,880.00 5,047.200 908,496 (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 13,965.00 558.000 8,370 305 RECONSTRUCT CONCRETE BARRIER LF 85.0000 27,200.00 0.000 0 (TYPE 732A) 306 REMOVE CONCRETE BARRIER LF 23.2700 120,538.60 2,772.000 64,504 307 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 73,489.040 29,395 313 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 650.00 1,631.000 8,155 314 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 15,510.000 7,755 317 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,500.0000 4,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 318 SIGNAL AND LIGHTING SYSTEM LS 651,182.0000 651,182.00 0.023 14,977.19 0.774 504,014 319 TRAFFIC MONITORING STATION SYSTEM LS 130,309.0000 130,309.00 0.000 0 PROGRAM CAS145 PAGE 13 DATE 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.206 11,004 321 TEMPORARY LIGHTING SYSTEMS LS 214,365.0000 214,365.00 0.063 13,505.00 0.632 135,478 322 TEMPORARY SIGNAL SYSTEMS LS 451,849.0000 451,849.00 0.278 125,614.02 0.707 319,457 323 TEMPORARY RAMP METERING SYSTEMS LS 182,704.0000 182,704.00 0.174 31,790 324 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 0.090 45,000.00 0.743 371,500 327 MODIFYING RAMP METERING SYSTEMS LS 500,000.0000 500,000.00 0.979 489,500 328 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 0.000 0 330 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 10/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297634 TIME 05:49 PM ESTIMATE NO. 031 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 10/20/23 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 10/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,520,402.32 72,385,537.35 ADJUSTMENT OF COMPENSATION 0.00 932,002.00 EXTRA WORK 211,396.74 6,233,849.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,731,799.06 79,551,389.02 336 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 4,731,799.06 92,551,389.02 MATERIALS ON HAND ON SITE -323,646.22 4,013,189.75 DEDUCTIONS 0.00 -10,200.00 TOTAL 4,408,152.84 96,554,378.77 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 07/23/25 271 345 0 0 66% 27% PROGRESS IS SATISFACTORY PANDHER, PARAMJIT RESIDENT ENGINEER