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 03/22/24 EST. NO. 024 TIME 02:26 PM R.E. NAME: DABILLY, MAXIME 04-0A7724 --------------------------------------------------------------------------- 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 0065 463.36 E.W. @ F.A.(+) 101223 N 0705.0 0066 953.55 120123 N 0844.0 0067 1,160.28 120123 N 0845.0 0069 482.15 010324 N 0872.0 0077 2,646.67 100623 N 0690.1 0078 2,263.02 120623 N 860.10 0080 1,346.75 071223 N 0438.1 006 0030 4,603.12 E.W. @ F.A.(+) 081922 N 0131.0 0043 2,194.70 092422 N 0038.0 0044 1,094.78 100122 N 0039.0 0045 1,277.91 092922 N 0040.0 0046 1,586.08 101122 N 0054.0 0047 2,320.91 101822 N 0055.0 0066 2,607.71 012523 N 0152.0 0067 2,607.71 012623 N 0153.0 0068 3,729.89 012423 N 0157.0 0078 4,876.27 082522 N 0029.1 007 0151 665.49 E.W. @ F.A.(+) 092222 N 0045.1 0183 1,057.22 031723 N 0915.0 0184 2,929.21 031523 N 0916.0 0198 3,774.30 030123 N 0201.1 0199 3,893.86 030223 N 0202.1 0200 1,507.33 030723 N 0203.1 016 0044 605.55 E.W. @ F.A.(+) 120522 N 0115.1 0045 335.38 120822 N 0120.1 0046 1,699.19 122722 N 0123.1 0048 1,665.58 123022 N 0125.1 0049 1,175.71 010423 N 0126.1 0050 904.94 010923 N 0175.1 0051 536.51 011023 N 0176.1 0052 956.81 011323 N 0177.1 0054 264.03 020623 N 0196.1 0055 1,359.91 022723 N 0214.1 0056 666.77 030323 N 0219.1 0057 1,641.05 030923 N 0226.1 0058 131.12 032223 N 0264.1 0059 710.55 031723 N 0269.1 0060 2,437.85 032123 N 0274.1 0061 623.11 032423 N 0312.1 0062 1,728.34 032823 N 0319.1 0063 676.39 042423 N 0340.1 0064 533.98 051223 N 0363.1 0065 1,191.42 051623 N 0369.1 0066 834.76 051723 N 0373.1 0067 1,291.53 051823 N 0375.1 0068 1,704.94 011623 N 0178.2 0069 1,911.30 122922 N 0124.2 020 0008 31,926.40 E.W. @ F.A.(+) 083123 N 0755.0 0009 116,020.62 083023 N 0757.0 0010 182,655.25 082923 N 0759.0 0012 89,607.06 110923 N 0825.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 03/22/24 EST. NO. 024 TIME 02:26 PM R.E. NAME: DABILLY, MAXIME 04-0A7724 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0013 50,236.48 111023 N 0827.0 0014 196,587.45 100223 N 0823.0 0017 870.47 051023 N 0305.0 0017-1 -870.47 051023 N 0305.0 DAO CORRECTING ENTRY 0018 2,373.12 051123 N 0307.0 0019 6,115.64 101223 N 0704.0 0020 10,085.53 101123 N 0719.0 0021 2,780.77 111523 N 0832.0 0022 3,582.18 111723 N 0835.0 0023 1,845.23 122023 N 0851.0 0024 991.97 121523 N 0856.0 0025 3,361.99 120823 N 0857.0 0026 12,857.57 120723 N 0858.0 0027 3,121.40 120623 N 0859.0 0028 2,317.54 111723 N 0836.0 0029 35,529.29 051023 N 0305.1 0030 859.74 010924 N 0921.0 0031 2,336.98 011924 N 0922.0 0034 28,749.52 100323 N 0824.1 0035 33,110.22 012924 N 0927.0 0038 81,057.17 011224 N 0924.1 023 0007 63,231.59 E.W. @ F.A.(+) 092623 N 0742.0 0010 5,458.75 081623 N 0840.0 0011 6,619.84 081523 N 839.10 1,049,048.29 TOTAL THIS ESTIMATE 2,287,476.16 TOTAL PREVIOUS ESTIMATE 3,336,524.45 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 03/22/24 EST. NO. 024 TIME 02:26 PM R.E. NAME: DABILLY, MAXIME 04-0A7724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MONTHLY CPM SCHED -10,000.00 015 PALM TREE DEDUCTION -5,280.00 017 OUTOFSTATEINSPECTION -18,000.00 018 RETURN CPM DEDUCTION 10,000.00 018 OUTOFSTATEINSPECTION 12,000.00 022 0.00 -11,280.00 TOTAL DEDUCTIONS 0.00 -11,280.00 PROGRAM CAS145 PAGE 1 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-80-6.4/6.8 ----------------------- O.C. JONES & SONS, INC. ON I-80 AT GILMAN STREET 1520 FOURTH STREET; INTERCHANGE FROM 0.6 MILES NORTH BERKELEY CA 94710 OF UNIVERSITY AVENUE OC TO 0.5 MILE SOUTH OF EL CERRITO SEPARATION IN_ AND NEAR BERKELEY IN ALAMEDA COUNTY FED. AID NO. ACIM-801(121)E CONSTRUCT DOUBLE ROUNDABOUTS AT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.030 120.00 0.760 3,040 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,900.0000 665,000.00 21.000 39,900.00 362.000 687,800 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 42,000.00 5.000 30,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 10,800.00 34.500 6,900 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 007 SURFACE MOVEMENT MONITORING LS 52,780.0000 52,780.00 0.850 44,863 008 CONSTRUCTION AREA SIGNS LS 69,800.0000 69,800.00 0.750 52,350 009 TRAFFIC CONTROL SYSTEM LS 530,000.0000 530,000.00 0.845 447,850 010 TYPE II BARRICADE EA 50.0000 2,300.00 22.000 1,100 011 TYPE III BARRICADE EA 50.0000 4,750.00 56.000 2,800 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.0000 71,040.00 2,376.500 19,012 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.7500 84,700.00 13,194.000 23,089 014 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 81,900.00 423.000 19,035 015 PORTABLE DELINEATOR EA 20.0000 16,000.00 350.000 7,000 016 PLASTIC TRAFFIC DRUMS EA 30.0000 3,600.00 0.000 0 017 TEMPORARY PAVEMENT MARKER EA 3.5000 4,655.00 705.000 2,467 018 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 70,000.0000 70,000.00 0.726 50,820 019 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 100,000.00 6.000 60,000 020 TEMPORARY RAILING (TYPE K) LF 17.0000 185,300.00 654.000 11,118.00 4,440.000 75,480 021 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,600.0000 84,800.00 4.000 6,400 022 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.799 79,900 PROGRAM CAS145 PAGE 2 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,800.0000 2,800.00 0.800 2,240 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 40,000.00 3.000 1,500.00 29.000 14,500 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 18,375.00 4.000 1,500 026 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 027 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 3,760.00 1,140.000 2,280 (BONDED FIBER MATRIX) 028 TEMPORARY COMPOST SOCK LF 15.0000 8,100.00 270.000 4,050 029 TEMPORARY CHECK DAM LF 6.0000 2,220.00 0.000 0 030 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 17,400.00 15.000 3,000.00 65.000 13,000 031 TEMPORARY FIBER ROLL LF 3.2500 24,732.50 2,160.000 7,020.00 5,500.000 17,875 032 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 80,000.00 3.000 12,000 033 STREET SWEEPING LS 150,000.0000 150,000.00 0.733 109,950 034 TEMPORARY ACTIVE TREATMENT SYSTEM LS 250,000.0000 250,000.00 0.730 182,500 035 TEMPORARY DEWATERING AND NON-STORMWATER LS 250,000.0000 250,000.00 0.730 182,500 DISCHARGE CONTROL SYSTEM 036 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 0.730 21,900 037 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 6.0000 3,240.00 346.000 2,076 (HAZARDOUS WASTE) 038 TREATED WOOD WASTE LB 0.2100 24,570.00 207,440.000 43,562 039 NOISE MONITORING LS 3,500.0000 3,500.00 0.000 0 040 REMOVE WOOD BOLLARD LF 100.0000 13,000.00 810.210 81,021 041 TEMPORARY HIGH-VISIBILITY FENCE LF 3.8000 16,568.00 410.000 1,558 042 CLEARING AND GRUBBING (LS) LS 125,000.0000 125,000.00 0.982 122,750 043 ROADWAY EXCAVATION CY 63.0000 938,700.00 14,524.630 915,051 044 ROADWAY EXCAVATION (TYPE Z-2) CY 198.0000 898,920.00 4,540.000 898,920 (AERIALLY DEPOSITED LEAD) 045 TRENCH EXCAVATION CY 300.0000 18,300.00 61.000 18,300 046 STRUCTURE EXCAVATION (BRIDGE) CY 500.0000 14,500.00 29.000 14,500 (F) 047 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 170.0000 19,550.00 115.000 19,550 (F) 048 STRUCTURE EXCAVATION (TYPE Z-2) CY 220.0000 134,860.00 310.000 68,200.00 471.000 103,620 (AERIALLY DEPOSITED LEAD) 049 STRUCTURE BACKFILL (BRIDGE) CY 200.0000 6,000.00 30.000 6,000 (F) PROGRAM CAS145 PAGE 3 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (CURTAIN WALL) CY 115.0000 22,080.00 0.000 0 (F) 051 STRUCTURE BACKFILL (FENCE) CY 130.0000 7,670.00 0.000 0 (F) 052 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 200.0000 4,600.00 22.000 4,400 (F) 053 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 350.0000 65,450.00 187.000 65,450 (F) 054 LEAN CONCRETE BACKFILL CY 350.0000 21,350.00 61.000 21,350 (F) 055 LIGHTWEIGHT CELLULAR CONCRETE BACKFILL CY 90.0000 92,700.00 0.000 0 056 DITCH EXCAVATION CY 90.0000 109,800.00 50.000 4,500 057 ROADSIDE CLEARING LS 4,000.0000 4,000.00 0.730 2,920 058 DECORATIVE BOULDERS EA 230.0000 108,100.00 0.000 0 059 ROCK BLANKET SQFT 45.0000 19,800.00 0.000 0 060 ROCK SURFACING 6"-9" SQFT 15.0000 134,100.00 0.000 0 (NOMINAL DIAMETER ROCKS) 061 ROCK SURFACING 12"-24" SQFT 50.0000 49,500.00 0.000 0 (NOMINAL DIAMETER ROCKS) 062 WEED GERMINATION SQYD 1.0000 5,010.00 1,406.000 1,406 063 CULTIVATION SQYD 1.0000 5,010.00 1,406.000 1,406 064 SOIL AMENDMENT CY 50.0000 14,000.00 76.000 3,800 065 ORGANIC FERTILIZER LB 5.0000 1,400.00 76.000 380 066 PACKET FERTILIZER EA 1.0000 1,950.00 449.000 449 067 PLANT (GROUP I) EA 7.0000 39,340.00 5,620.000 39,340 068 PLANT (GROUP Z) (EA) EA 1,000.0000 55,000.00 55.000 55,000 069 PLANT (GROUP A) EA 15.0000 26,700.00 278.000 4,170 070 PLANT (GROUP U) EA 250.0000 750.00 3.000 750 071 CONTRACTOR SUPPLIED PALM TREE SPECIALIST LS 15,000.0000 15,000.00 1.000 15,000 072 CONTRACTOR SUPPLIED PALM TREE LS 15,000.0000 15,000.00 1.000 15,000 PATHOLOGIST 073 PALM TREE WORK PLAN LS 5,000.0000 5,000.00 1.000 5,000 074 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0 075 GRAVEL MULCH SQFT 2.0000 70,600.00 0.000 0 076 DECOMPOSED GRANITE SQFT 10.0000 2,900.00 290.000 2,900 PROGRAM CAS145 PAGE 4 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 WOOD MULCH CY 60.0000 16,200.00 109.460 6,567 078 FOLIAGE PROTECTOR EA 100.0000 300.00 0.000 0 079 ROOT BARRIER LF 10.0000 10,600.00 1,060.000 10,600 080 REMOVE IRRIGATION FACILITY LS 2,500.0000 2,500.00 0.760 1,900.00 0.760 1,900 081 CONTROL AND NEUTRAL CONDUCTORS LS 10,000.0000 10,000.00 0.000 0 (ARMOR-CLAD) 082 1" REMOTE CONTROL VALVE EA 550.0000 15,950.00 16.000 8,800 083 1 1/2" REMOTE CONTROL VALVE EA 600.0000 6,600.00 3.000 1,800 084 2" REMOTE CONTROL VALVE EA 650.0000 1,300.00 1.000 650 085 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 086 1 1/2" WYE STRAINER ASSEMBLY EA 600.0000 12,000.00 6.000 3,600 087 24-32 STATION IRRIGATION CONTROLLER EA 10,000.0000 10,000.00 1.000 10,000 (WALL MOUNTED) 088 30-42 STATION IRRIGATION CONTROLLER EA 11,000.0000 11,000.00 0.000 0 (WALL MOUNTED) 089 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 090 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 100.0000 4,000.00 40.000 4,000 (F) 091 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 092 2" BACKFLOW PREVENTER ASSEMBLY EA 5,000.0000 10,000.00 1.000 5,000 093 FLOW SENSOR EA 1,000.0000 2,000.00 1.000 1,000 094 FLOW SENSOR CABLE (DIRECT BURIAL) LS 5,000.0000 5,000.00 0.000 0 095 TREE WELL SPRINKLER ASSEMBLY EA 100.0000 12,000.00 116.000 11,600 096 RISER SPRINKLER ASSEMBLY EA 18.0000 32,040.00 277.000 4,986 097 POP-UP SPRINKLER ASSEMBLY EA 65.0000 4,225.00 65.000 4,225 098 2" GATE VALVE EA 700.0000 8,400.00 4.000 2,800 099 2 1/2" GATE VALVE EA 1,000.0000 2,000.00 0.000 0 100 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 58,730.00 3,500.000 24,500 (F) LINE) 101 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.0000 22,520.00 2,815.000 22,520 (F) LINE) 102 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 13,950.00 550.000 4,950 (F) (SUPPLY LINE) 103 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 15,400.00 1,300.000 13,000 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 5 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 2" PLASTIC PIPE (SCHEDULE 40) LF 11.0000 45,650.00 2,083.000 22,913 (F) (SUPPLY LINE) 105 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 9,600.00 0.000 0 (F) (SUPPLY LINE) 106 CALTRANS RECYCLED WATER LINE LF 321.0000 324,210.00 0.000 0 (10" PVC PIPE) 107 PRESSURE REGULATING VALVE EA 1,500.0000 1,500.00 0.000 0 108 QUICK COUPLING VALVE EA 500.0000 5,000.00 6.000 3,000 109 BALL VALVE EA 500.0000 10,000.00 6.000 3,000 110 PVC PIPE CONDUIT (SLEEVE) LF 50.0000 12,500.00 65.000 3,250 (F) 111 8" CORRUGATED HIGH DENSITY LF 80.0000 55,200.00 553.000 44,240 POLYETHYLENE PIPE CONDUIT 112 BONDED FIBER MATRIX (SQFT) SQFT 0.2000 4,440.00 12,394.000 2,478 113 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 2,990.00 0.000 0 114 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.9000 17,280.00 16,200.000 14,580 115 FIBER ROLLS LF 4.0000 11,640.00 1,500.000 6,000 116 HYDROSEED SQFT 0.3000 6,660.00 12,394.000 3,718 117 COMPOST (CY) CY 85.0000 2,550.00 19.300 1,640 118 PERMANENT EROSION CONTROL ESTABLISHMENT LS 22,500.0000 22,500.00 0.000 0 WORK 119 CLASS 4 AGGREGATE SUBBASE CY 140.0000 54,600.00 329.360 46,110.40 390.000 54,600 120 CLASS 2 AGGREGATE BASE (CY) CY 90.0000 936,000.00 6,253.780 562,840 121 CLASS 3 AGGREGATE BASE (CY) CY 165.0000 46,200.00 280.000 46,200.00 280.000 46,200 122 CRACK TREATMENT LNMI 6,200.0000 20,460.00 0.000 0 123 HOT MIX ASPHALT (TYPE A) TON 150.0000 2,235,000.00 7,139.580 1,070,937 124 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 208.0000 332,800.00 580.680 120,781 125 TEXTURED HOT MIXED ASPHALT TON 910.0000 136,500.00 78.000 70,980 (WITH COLOR COATING) 126 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 12.0000 6,240.00 429.000 5,148 127 PLACE HOT MIX ASPHALT SQYD 30.0000 2,640.00 0.000 0 (MISCELLANEOUS AREA) 128 TACK COAT TON 1,700.0000 54,400.00 13.520 22,984.00 18.520 31,484 129 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.1000 108,500.00 25,472.750 78,965 130 STEEL SOLDIER PILE (W 24 X 176) LF 200.0000 180,800.00 904.000 180,800 PROGRAM CAS145 PAGE 6 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 36" DRILLED HOLE LF 275.0000 259,050.00 942.000 259,050 132 72" PERMANENT STEEL CASING LF 1,650.0000 118,800.00 72.000 118,800 133 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,300.0000 310,700.00 238.000 309,400 134 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,800.0000 129,600.00 72.000 129,600 135 42" CAST-IN-DRILLED-HOLE CONCRETE LF 2,000.0000 10,000.00 5.000 10,000 PILE (SIGN FOUNDATION) 136 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,495.0000 114,770.00 21.000 52,395 PILE (SIGN FOUNDATION) 137 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 2,000.0000 16,000.00 8.000 16,000 (F) 138 STRUCTURAL CONCRETE, WALL FACING CY 1,700.0000 215,900.00 120.000 204,000 (F) 139 STRUCTURAL CONCRETE, BRIDGE CY 2,250.0000 240,750.00 105.000 236,250 (F) 140 STRUCTURAL CONCRETE, CURTAIN WALL CY 1,700.0000 416,500.00 60.000 102,000.00 60.000 102,000 (F) 141 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,500.0000 288,000.00 130.300 195,450 (F) 142 CONCRETE SURFACE TEXTURE (MURAL) SQFT 155.0000 764,150.00 0.000 0 (F) 143 FRACTURED GRANITE TEXTURE SQFT 53.0000 71,073.00 1,341.000 71,073 (F) 144 BAR REINFORCING STEEL (WALL FACING) LB 1.7500 41,130.25 23,503.000 41,130 (F) 145 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 133,518.00 66,759.000 133,518 (F) 146 BAR REINFORCING STEEL (CURTAIN WALL) LB 1.7500 78,191.75 33,000.000 57,750.00 33,000.000 57,750 (F) 147 STRUCTURAL STEEL (PIPE PIN) LB 12.0000 5,472.00 456.000 5,472 (F) 148 FURNISH SIGN STRUCTURE (TRUSS) LB 4.7500 140,267.50 2,262.000 10,744 (F) 149 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5500 16,241.50 2,262.000 1,244 (F) 150 FURNISH SIGN STRUCTURE (MONUMENT) LB 5.4000 11,502.00 363.000 1,960 (F) 151 INSTALL SIGN STRUCTURE (MONUMENT) LB 3.0000 6,390.00 363.000 1,089 (F) 152 REMOVABLE BOLLARD EA 1,992.9300 11,957.58 6.000 11,957 153 PEDESTRIAN BARRICADE (LF) LF 30.0000 9,300.00 51.000 1,530.00 157.000 4,710 154 TIMBER LAGGING MFBM 5,000.0000 60,000.00 12.000 60,000 (F) 155 CLEAN AND PAINT STEEL SOLDIER PILING LS 55,000.0000 55,000.00 1.000 55,000 156 8" ALTERNATIVE PIPE CULVERT LF 1,200.0000 2,880.00 1.300 1,560.00 24.300 29,160 157 12" ALTERNATIVE PIPE CULVERT LF 285.0000 7,695.00 52.200 14,877 PROGRAM CAS145 PAGE 7 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 18" ALTERNATIVE PIPE CULVERT LF 255.0000 226,950.00 698.700 178,168 159 24" ALTERNATIVE PIPE CULVERT LF 260.0000 205,400.00 728.100 189,306 160 30" ALTERNATIVE PIPE CULVERT LF 500.0000 6,500.00 5.900 2,950 161 36" ALTERNATIVE PIPE CULVERT LF 350.0000 98,000.00 199.600 69,860 162 48" ALTERNATIVE PIPE CULVERT LF 510.0000 158,100.00 0.000 0 163 IMPORTED BIOFILTRATION SOIL CY 100.0000 43,000.00 0.000 0 164 TRASH BARRIER RACK EA 8,000.0000 72,000.00 0.000 0 165 19"X30" ELLIPTICAL PIPE LF 255.0000 7,905.00 32.000 8,160 166 18" SLOTTED CORRUGATED STEEL PIPE LF 400.0000 16,000.00 0.000 0 (.064" THICK) 167 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 70.0000 32,200.00 0.000 0 168 GEOCOMPOSITE DRAIN SQFT 20.0000 3,540.00 132.000 2,640 169 GEOMEMBRANE (WATER BARRIER) SQYD 15.0000 18,150.00 0.000 0 170 DRAINAGE INLET MARKER EA 35.0000 1,890.00 38.000 1,330 171 16" WELDED STEEL PIPE (0.375" THICK) LF 611.0000 39,104.00 0.000 0 172 REMOVE CULVERT (LF) LF 90.0000 96,300.00 350.600 31,554.00 707.400 63,666 173 REMOVE INLET EA 1,400.0000 49,000.00 10.000 14,000.00 33.000 46,200 174 REMOVE DRAINAGE JUNCTION STRUCTURE EA 1,800.0000 1,800.00 1.000 1,800 175 ADJUST INLET EA 1,630.0000 3,260.00 2.000 3,260 176 MODIFY MANHOLE EA 2,600.0000 39,000.00 10.000 26,000 177 ROCK SLOPE PROTECTION CY 320.0000 9,920.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 178 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 1,050.00 0.000 0 179 MINOR CONCRETE (CURB) (LF) LF 27.5500 31,131.50 588.750 16,220 180 MINOR CONCRETE (CURB) (CY) CY 750.0000 247,500.00 128.000 96,000 181 MINOR CONCRETE (GUTTER) (LF) LF 41.3000 13,133.40 0.000 0 182 DETECTABLE WARNING SURFACE SQFT 35.0000 42,700.00 20.000 700.00 354.500 12,407 183 GUARD SHACK PAD MINOR CONCRETE CY 1,180.0000 3,540.00 3.000 3,540 (MISC CONSTRUCTION) 184 MINOR CONCRETE (CURB AND GUTTER) CY 519.7500 265,072.50 17.000 8,835.75 295.860 153,773 PROGRAM CAS145 PAGE 8 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 MINOR CONCRETE (DRIVEWAY) CY 507.7000 91,386.00 149.890 76,099 186 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 10.6000 77,168.00 0.820 8.69 510.120 5,407 187 MINOR CONCRETE (SIDEWALK) CY 420.0000 340,200.00 508.510 213,574 188 MINOR CONCRETE (CURB RAMP) CY 780.0000 124,800.00 12.000 9,360.00 122.850 95,823 189 REMOVE CONCRETE (CURB AND GUTTER) LF 70.0000 1,540.00 12.000 840 190 PRE/POST CONSTRUCTION SURVEYS EA 1,100.0000 50,600.00 23.000 25,300 191 MISCELLANEOUS IRON AND STEEL LB 3.0000 80,175.00 7,703.000 23,109 (F) 192 ISOLATION CASING LB 9.0000 30,879.00 3,431.000 30,879 (F) 193 MISCELLANEOUS METAL (BRIDGE) LB 12.0000 32,784.00 2,394.000 28,728 (F) 194 REMOVE SECURITY HOUSE EA 7,000.0000 7,000.00 1.000 7,000 195 SIGNAL AND LIGHTING LS 250,000.0000 250,000.00 1.000 250,000 (CITY STREET LOCATION 1) 196 SIGNAL AND LIGHTING LS 440,000.0000 440,000.00 1.000 440,000 (CITY STREET LOCATION 2) 197 LIGHTING (CITY STREET) LS 120,000.0000 120,000.00 0.110 13,200 198 LIGHTING (GOLDEN GATE FIELDS) LS 108,000.0000 108,000.00 1.000 108,000 199 ELECTRIC SERVICE FOR IRRIGATION LS 45,000.0000 45,000.00 1.000 45,000 (GOLDEN GATE FIELDS) 200 INTERCONNECTION CONDUIT AND CABLE LS 75,000.0000 75,000.00 1.000 75,000 (CITY STREET) 201 6" HIGH DENSITY POLYETHELENE PIPE LF 542.0000 238,480.00 363.000 196,746 (GRAVITY) 202 6" DUCTILE IRON PIPE (FORCE MAIN) LF 159.0000 84,270.00 530.000 84,270 203 CONNECT TO EXIST SS MH EA 4,155.0000 4,155.00 1.000 4,155 204 14" WELDED STEEL PIPE (.375" THICK) LF 511.0000 117,530.00 230.000 117,530 205 REMOVE SANITARY SEWER MANHOLE EA 3,850.0000 3,850.00 1.000 3,850 206 REMOVE SANITARY SEWER LF 75.0000 8,250.00 3.000 225 207 CONCRETE ENCASEMENT LF 268.0000 101,840.00 380.000 101,840 208 ADJUST COB SANITARY SEWER MH TO GRADE EA 1,600.0000 20,800.00 0.000 0 209 ADJUST COB SANITARY SEWER CLEANOUT EA 1,600.0000 9,600.00 1.000 1,600 (SERVICE) TO GRADE 210 RECONSTRUCT SANITARY SEWER LATERAL EA 4,675.0000 28,050.00 3.000 14,025 (SERVICE) 211 CITY PRECAST MH ECCENTRIC CONE EA 7,200.0000 72,000.00 7.000 50,400 PROGRAM CAS145 PAGE 9 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CITY CATCH BASIN WITH CURB INLET EA 6,150.0000 172,200.00 26.000 159,900 213 CITY MH FRAME AND COVER, TYPE A EA 950.0000 9,500.00 4.000 3,800 214 EAST BAY MUNICIPAL UTILITY DISTRICT LF 305.0000 744,200.00 2,440.000 744,200 (12" ML&PCS PIPE) 215 RECONSTRUCT WATER CONNECTION (SERVICE) LF 210.0000 23,100.00 22.000 4,620 216 CITY OF BERKELEY MONUMENT EA 3,000.0000 33,000.00 2.000 6,000 217 ADJUST UTILITY BOX AND COVER TO GRADE EA 900.0000 25,200.00 11.000 9,900 218 ADJUST UTILITY VAULT TO GRADE EA 1,300.0000 7,800.00 2.000 2,600 219 REMOVE ABANDONED ELECTRIC VAULT EA 1,500.0000 1,500.00 0.000 0 220 PAINT CURB (2-COAT) SQFT 6.0000 6,000.00 150.000 900 221 PREPARE AND PAINT CONCRETE SQFT 30.0800 6,316.80 0.000 0 222 ANTI-GRAFFITI COATING SQFT 5.0000 36,150.00 0.000 0 (F) 223 CONCRETE STAIR NOSING EA 300.0000 27,900.00 70.000 21,000 224 FLAG POLE EA 12,000.0000 12,000.00 0.000 0 225 WROUGHT IRON FENCE LF 350.0000 66,500.00 0.000 0 226 3.5' FENCE (TYPE EXPANDED GALVANIZED LF 300.0000 75,000.00 0.000 0 METAL FENCE, METAL POST) 227 8' FENCE (TYPE EXPANDED GALVANIZED LF 400.0000 180,000.00 130.000 52,000 METAL FENCE, METAL POST) 228 TALL WROUGHT IRON FENCE WITH LF 896.1000 355,751.70 0.000 0 EXPANDED METAL MESH 229 EAST BAY REGIONAL PARK DISTRICT LF 95.0000 15,200.00 0.000 0 TWO-RAIL WOOD FENCE 230 TEMPORARY FENCE (TYPE CL-6) LF 25.0000 93,500.00 1,808.000 45,200 231 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 150.0000 73,500.00 490.000 73,500 232 CHAIN LINK FENCE LF 145.0000 37,700.00 260.000 37,700 233 CHAIN LINK FENCE W/BARBED WIRE LF 200.0000 26,000.00 0.000 0 234 TALL WROUGHT IRON GATE WITH EA 13,500.0000 13,500.00 0.000 0 EXPANDED METAL MESH 235 12' WIRE MESH GATE EA 6,000.0000 24,000.00 2.000 12,000 236 PEDESTRIAN SWING GATE EA 6,000.0000 24,000.00 4.000 24,000 237 32' WROUGHT IRON GATE EA 16,000.0000 16,000.00 0.000 0 238 16' SWING GATE EA 5,555.0000 11,110.00 2.000 11,110 PROGRAM CAS145 PAGE 10 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 16' SLIDING GATE EA 7,500.0000 15,000.00 2.000 15,000 240 16' SLIDING GATE W/ BARBED WIRE EA 8,000.0000 8,000.00 0.000 0 241 20' PIPE GATE EA 13,000.0000 13,000.00 1.000 13,000 242 TEMPORARY 10' GATE (TYPE CL-6) EA 1,200.0000 1,200.00 0.000 0 243 TEMPORARY 12' GATE (TYPE CL-6) EA 1,300.0000 9,100.00 0.000 0 244 TEMPORARY 14' GATE (TYPE CL-6) EA 1,350.0000 5,400.00 0.000 0 245 REMOVE WOOD FENCE LF 25.0000 1,250.00 50.000 1,250 246 REMOVE PAVEMENT MARKER EA 2.0000 126.00 8.000 16 247 DELINEATOR (CLASS 1) EA 45.0000 1,215.00 0.000 0 248 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 1,440.00 0.000 0 249 TREATMENT BEST MANAGEMENT EA 45.0000 810.00 0.000 0 PRACTICE MARKER 250 REMOVE ROADSIDE SIGN EA 200.0000 19,600.00 0.000 0 251 RESET ROADSIDE SIGN EA 250.0000 1,000.00 0.000 0 252 RELOCATE ROADSIDE SIGN EA 250.0000 4,250.00 3.000 750 253 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 43.0000 12,470.00 0.000 0 254 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 19,080.00 68.630 1,235 (0.063"-UNFRAMED) 255 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 4,160.00 0.000 0 (0.080"-UNFRAMED) 256 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 71.0000 2,556.00 0.000 0 (0.063"-FRAMED) 257 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 32.0000 736.00 0.000 0 (0.080"-FRAMED) 258 ROADSIDE SIGN - ONE POST EA 315.0000 26,775.00 2.000 630 259 ROADSIDE SIGN - ONE POST (METAL) EA 350.0000 17,850.00 13.000 4,550 260 ROADSIDE SIGN - TWO POST EA 630.0000 5,670.00 0.000 0 261 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 2,850.00 3.000 450 METHOD) 262 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 500.0000 1,500.00 0.000 0 263 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 59.0000 79,650.00 612.500 36,137 264 HANDRAILING (MODIFIED) LF 500.0000 134,000.00 0.000 0 (F) 265 CABLE RAILING LF 85.0000 27,030.00 318.000 27,030 (F) PROGRAM CAS145 PAGE 11 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 6,000.00 3.000 3,600 267 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 5,000.00 0.000 0 268 ALTERNATIVE CRASH CUSHION EA 44,000.0000 44,000.00 0.000 0 269 CONCRETE BARRIER (TYPE 60M) LF 265.0000 9,010.00 0.000 0 270 CONCRETE BARRIER (TYPE 60MD) LF 115.0000 36,800.00 0.000 0 271 CONCRETE BARRIER (TYPE 60M MOD) LF 270.0000 40,500.00 0.000 0 272 REMOVE CONCRETE BARRIER LF 80.0000 2,240.00 0.000 0 273 REMOVE CRASH CUSHION (SAND FILLED) EA 150.0000 2,100.00 0.000 0 274 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 82,320.00 2,675.000 32,100 (ENHANCED WET NIGHT VISIBILITY) 275 THERMOPLASTIC PAVEMENT MARKING SQFT 25.0000 17,500.00 700.000 17,500 (ENHANCED WET NIGHT VISIBILITY) (GREEN) 276 PAINT PAVEMENT MARKING (2-COAT) SQFT 6.0000 5,400.00 0.000 0 277 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 46,560.00 2,679.000 4,286 (ENHANCED WET NIGHT VISIBILITY) 278 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 8,404.00 761.000 1,674 (ENHANCED WET NIGHT VISIBILITY) 279 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 1,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 280 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 15,540.00 649.000 908 281 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 252.00 42.000 252 282 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 283 ELECTRIC SERVICE FOR IRRIGATION LS 10,000.0000 10,000.00 0.000 0 284 TEMPORARY LIGHTING SYSTEMS LS 170,000.0000 170,000.00 0.560 95,200 285 TEMPORARY CAMERA SYSTEMS LS 25,000.0000 25,000.00 0.500 12,500 286 TEMPORARY ACTIVE TRAFFIC LS 25,000.0000 25,000.00 0.000 0 MANAGEMENT SYSTEMS 287 TEMPORARY TRAFFIC MONITORING STATIONS LS 25,000.0000 25,000.00 0.650 16,250 288 TEMPORARY RAMP METERING SYSTEMS LS 60,000.0000 60,000.00 0.300 18,000 289 MODIFYING LIGHTING SYSTEMS LS 260,000.0000 260,000.00 0.450 117,000 290 MODIFYING RAMP METERING SYSTEMS LS 315,000.0000 315,000.00 0.300 94,500 291 MODIFYING TRAFFIC MONITORING STATIONS LS 35,000.0000 35,000.00 0.000 0 292 MODIFYING CAMERA SYSTEMS LS 130,000.0000 130,000.00 0.600 78,000 PROGRAM CAS145 PAGE 12 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 MODIFYING ACTIVE TRAFFIC MANAGEMENT LS 65,000.0000 65,000.00 0.440 28,600 SYSTEMS 294 WATER METER CHARGES LS 60,000.0000 60,000.00 0.998 59,880 295 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 296 LIGHTING (TOM BATES REGIONAL SPORTS LS 6,000.0000 6,000.00 0.350 2,100 COMPLEX) 297 CONCRETE BARRIER (TYPE K) LF 100.0000 4,000.00 40.000 4,000 PROGRAM CAS145 PAGE 13 DATE 03/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A7724 TIME 02:26 PM ESTIMATE NO. 024 BID OPENING 11/04/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/24 R.E. NAME: DABILLY, MAXIME DATE OF THIS ESTIMATE 03/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 475,350.84 14,072,729.95 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,049,048.29 3,336,524.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,524,399.13 17,409,254.40 298 MOBILIZATION LS 2,200,000.0000 2,200,000.00 1.000 2,200,000 ORIGINAL CONTRACT AMOUNT 25,231,719.98 TOTAL WORK COMPLETED 1,524,399.13 19,609,254.40 MATERIALS ON HAND ON SITE -37,356.24 255,549.90 DEDUCTIONS 0.00 -11,280.00 TOTAL 1,487,042.89 19,853,524.30 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 01/27/22 600 07/11/22 07/11/22 02/29/24 365 51 0 0 73% 61% PROGRESS IS SATISFACTORY DABILLY, MAXIME RESIDENT ENGINEER