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 08/28/23 EST. NO. 020 TIME 09:22 AM R.E. NAME: TATUM, JUSTEN 04-4G0804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 034 0004 249,853.03 A.C. @ L.S.(+) 081723 N 5042 0 249,853.03 TOTAL THIS ESTIMATE 8,038,730.80 TOTAL PREVIOUS ESTIMATE 8,288,583.83 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 08/28/23 EST. NO. 020 TIME 09:22 AM R.E. NAME: TATUM, JUSTEN 04-4G0804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-COMPLIANCE -1,754.92 008 PER STL #0704 - OS -2,000.00 017 PER STL 768/TYPE 60R -4,250.00 018 0.00 -8,004.92 LABOR COMPLIANCE VIOLATION DBE CUF PENALTY -232,939.36 019 DBE CUF PENALTY 232,939.36 019 0.00 0.00 TOTAL DEDUCTIONS 0.00 -8,004.92 PROGRAM CAS145 PAGE 1 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 04-SOL-80-R10.4/30.2 ------------------------------ O.C. JONES & SONS, INC. FROM 0.95 WEST OF RED TOP ROAD 1520 FOURTH STREET; UNDERCROSSING TO 0.4 MILE EAST BERKELEY CA 94710 OF LEISURE TOWN ROAD OVERCROSSING FED. AID NO. ACIM-802(375)E CONVERT EXISTING HOV LANE TO EXPRES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.690 6,900 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,300.0000 2,442,000.00 301.000 993,300 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 120,000.00 6.000 36,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 28,000.00 8.000 1,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 90,000.0000 90,000.00 1.000 90,000 007 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.636 50,880 008 TEMPORARY SIGN OVERLAY EA 300.0000 11,100.00 0.000 0 009 TRAFFIC CONTROL SYSTEM LS 2,500,000.0000 2,500,000.00 0.403 1,007,500 010 TRAFFIC CONTROL SUPERVISOR DAY 825.0000 206,250.00 260.000 214,500 011 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 325.0000 32,500.00 67.000 21,775 012 TYPE III BARRICADE EA 50.0000 3,250.00 18.000 900 013 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 21,975.00 3,664.500 9,161 014 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 194,800.00 496,760.000 99,352 015 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 75,200.00 968.000 38,720 016 PORTABLE DELINEATOR EA 20.0000 25,400.00 20.000 400 017 PLASTIC TRAFFIC DRUMS EA 30.0000 20,100.00 0.000 0 018 PORTABLE RADAR SPEED FEEDBACK SIGN EA 20.0000 78,800.00 1,322.000 26,440 SYSTEM DAY 019 PORTABLE FLASHING BEACONS (EA) EA 2,700.0000 35,100.00 10.000 27,000 020 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 20,000.0000 20,000.00 0.000 0 021 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 90,000.0000 90,000.00 0.406 36,540 022 TEMPORARY RAILING (TYPE K) LF 10.0000 2,000,000.00 145,568.000 1,455,680 PROGRAM CAS145 PAGE 2 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,800.0000 179,200.00 58.000 162,400 024 TEMPORARY CRASH CUSHION MODULE EA 175.0000 252,000.00 395.000 69,125 025 TEMPORARY RADAR SPEED FEEDBACK EA 9,000.0000 72,000.00 8.000 72,000 SIGN SYSTEM 026 JOB SITE MANAGEMENT LS 330,000.0000 330,000.00 0.405 133,650 027 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.676 3,380 PLAN 028 RAIN EVENT ACTION PLAN EA 500.0000 54,000.00 15.000 7,500 029 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 17,150.00 29.000 10,150 030 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 031 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 032 TEMPORARY CHECK DAM LF 6.3500 11,620.50 731.000 4,641 033 TEMPORARY DRAINAGE INLET PROTECTION EA 318.8400 184,927.20 274.000 87,362 034 TEMPORARY FIBER ROLL LF 3.5400 246,738.00 60,855.000 215,426 035 TEMPORARY SILT FENCE LF 3.4200 140,904.00 33,048.000 113,024 036 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 57,200.00 4.000 17,600 037 STREET SWEEPING LS 800,000.0000 800,000.00 0.406 324,800 038 TEMPORARY DEWATERING AND NON-STORM LS 10,000.0000 10,000.00 0.407 4,070 WATER DISCHARGE CONTROL SYSTEM 039 TEMPORARY CONCRETE WASHOUT LS 100,000.0000 100,000.00 0.403 40,300 040 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 108,000.00 2.000 600 041 WATER QUALITY MONITORING REPORT EA 300.0000 9,000.00 1.000 300 042 TEMPORARY CREEK DIVERSION SYSTEMS LS 95,394.8100 95,394.81 0.800 76,315 043 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7000 77,700.00 93,521.000 65,464 STRIPE (HAZARDOUS WASTE) 044 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 0.000 0 045 WORK AREA MONITORING (BRIDGE) LS 10,070.4900 10,070.49 0.000 0 046 TREATED WOOD WASTE LB 0.2600 186,160.00 336,340.000 87,448 047 REMOVE CONCRETE (CY) CY 150.0000 10,500.00 0.000 0 048 TEMPORARY HIGH-VISIBILITY FENCE LF 3.8400 155,904.00 28,400.000 109,056 049 CLEARING AND GRUBBING (LS) LS 400,000.0000 400,000.00 0.950 380,000 PROGRAM CAS145 PAGE 3 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION CY 15.0000 3,075,000.00 125,499.000 1,882,485 051 ROADWAY EXCAVATION (TYPE COM) CY 35.0000 178,850.00 4,053.020 141,855 (AERIALLY DEPOSITED LEAD) 052 ROADWAY EXCAVATION (TYPE R-1) CY 29.0000 951,200.00 26,038.000 755,102 (AERIALLY DEPOSITED LEAD) 053 STRUCTURE EXCAVATION (BRIDGE) CY 260.8300 201,882.42 100.000 26,083 (F) 054 STRUCTURE EXCAVATION (TYPE COM) CY 47.0000 22,090.00 0.000 0 (AERIALLY DEPOSITED LEAD) 055 STRUCTURE EXCAVATION (TYPE R-1) CY 33.0000 78,210.00 754.000 24,882 (AERIALLY DEPOSITED LEAD) 056 STRUCTURE EXCAVATION (TYPE D) CY 212.4900 62,259.57 41.000 8,712 (F) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 51.0800 1,083,508.96 17,067.000 871,782 (F) 058 STRUCTURE EXCAVATION CY 74.8500 29,640.60 0.000 0 (F) (RETAINING WALL) (TYPE D) 059 STRUCTURE EXCAVATION CY 166.1600 96,705.12 0.000 0 (F) (GROUND ANCHOR WALL) (TYPE D) 060 STRUCTURE BACKFILL CY 70.0000 214,970.00 0.000 0 (F) 061 STRUCTURE BACKFILL (BRIDGE) CY 226.5900 134,141.28 70.000 15,861 (F) 062 STRUCTURE BACKFILL (RETAINING WALL) CY 195.0000 1,996,605.00 4,479.000 873,405 (F) 063 PERVIOUS BACKFILL MATERIAL (RETAINING CY 110.0000 116,600.00 328.000 36,080 (F) WALL) 064 DITCH EXCAVATION CY 35.0000 434,000.00 258.300 9,040 065 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 8.0000 5,760.00 0.000 0 CLASS B2 066 GEOSYNTHETIC REINFORCEMENT SQYD 7.0000 66,010.00 0.000 0 067 ROADSIDE CLEARING LS 5,000.0000 5,000.00 0.000 0 068 WEED GERMINATION SQYD 10.0000 950.00 0.000 0 069 CULTIVATION SQYD 10.0000 950.00 0.000 0 070 SOIL AMENDMENT CY 100.0000 7,200.00 0.000 0 071 RELOCATE IRRIGATION CONTROLLER EA 2,500.0000 2,500.00 0.000 0 072 PACKET FERTILIZER EA 0.5000 650.00 0.000 0 073 SLOW-RELEASE FERTILIZER LB 10.0000 810.00 0.000 0 074 PLANT (GROUP I) EA 10.0000 1,700.00 0.000 0 075 PLANT (GROUP A) EA 20.0000 22,600.00 0.000 0 076 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE PAVER SQYD 280.0000 30,800.00 0.000 0 078 DECOMPOSED GRANITE SQFT 5.0000 800.00 0.000 0 079 WOOD MULCH CY 100.0000 7,600.00 0.000 0 080 FOLIAGE PROTECTOR EA 100.0000 17,000.00 0.000 0 081 ROOT PROTECTOR EA 50.0000 8,500.00 0.000 0 082 EDGING LF 10.0000 4,500.00 0.000 0 083 CHECK AND TEST EXISTING IRRIGATION LS 2,500.0000 2,500.00 0.000 0 FACILITIES 084 OPERATE EXISTING IRRIGATION FACILITIES LS 2,500.0000 2,500.00 0.000 0 085 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 086 CONTROL AND NEUTRAL CONDUCTORS LS 15,000.0000 15,000.00 0.000 0 (ARMOR-CLAD) 087 1" REMOTE CONTROL VALVE EA 500.0000 1,000.00 0.000 0 088 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 089 1" WYE STRAINER ASSEMBLY EA 400.0000 400.00 0.000 0 090 5/8" DRIP IRRIGATION TUBING LF 5.0000 3,925.00 0.000 0 (F) 091 FLUSH VALVE EA 250.0000 2,500.00 0.000 0 (F) 092 CERTIFY EXISTING BACKFLOW PREVENTERS LS 1,000.0000 1,000.00 0.000 0 093 1" BACKFLOW PREVENTER ASSEMBLY EA 4,000.0000 4,000.00 0.000 0 094 BACKFLOW PREVENTER ENCLOSURE EA 1,500.0000 1,500.00 0.000 0 095 BACKFLOW PREVENTER BLANKET EA 500.0000 500.00 0.000 0 096 FLOW SENSOR CABLE (DIRECT BURIAL) LF 10.0000 250.00 0.000 0 097 RISER SPRINKLER ASSEMBLY EA 20.0000 9,000.00 0.000 0 098 DRIP VALVE ASSEMBLY EA 500.0000 500.00 0.000 0 099 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 12,650.00 0.000 0 (F) LINE) 100 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 3,390.00 0.000 0 (F) LINE) 101 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 3,010.00 0.000 0 (F) (SUPPLY LINE) 102 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 2,000.00 0.000 0 (F) (SUPPLY LINE) 103 QUICK COUPLING VALVE EA 450.0000 450.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BALL VALVE EA 450.0000 450.00 0.000 0 105 PVC PIPE CONDUIT (SLEEVE) LF 50.0000 3,500.00 0.000 0 (F) 106 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 5,200.00 7.000 2,800 107 IMPORTED TOPSOIL (CY) CY 80.0000 101,600.00 0.000 0 108 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4000 141,600.00 6,880.000 2,752 109 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4000 123,600.00 232,755.000 93,102 110 HYDROMULCH SQFT 0.0900 60,660.00 38,926.000 3,503 111 FIBER ROLLS LF 2.5000 165,500.00 8,331.000 20,827 112 HYDROSEED SQFT 0.1000 98,200.00 214,644.000 21,464 113 COMPOST (CY) CY 35.0000 206,850.00 1,459.470 51,081 114 INCORPORATE MATERIALS SQFT 0.0900 27,180.00 6,880.000 619 115 CLASS 2 AGGREGATE SUBBASE CY 32.0000 3,424,000.00 7,108.000 227,456 116 CLASS 2 AGGREGATE BASE (CY) CY 175.0000 311,500.00 167.560 29,323 117 CLASS 3 AGGREGATE BASE (CY) CY 350.0000 63,000.00 122.000 42,700 118 LEAN CONCRETE BASE CY 180.0000 8,748,000.00 1,342.690 241,684 119 ASPHALT TREATED PERMEABLE BASE CY 180.0000 738,000.00 2,873.500 517,230 120 PRIME COAT TON 950.0000 142,500.00 0.000 0 121 HOT MIX ASPHALT (TYPE A) TON 114.0000 8,618,400.00 62,340.200 7,106,782 122 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 129.0000 3,960,300.00 19,274.710 2,486,437 123 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 137.0000 9,124,200.00 0.000 0 (OPEN GRADED FRICTION COURSE) 124 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.5000 7,945.00 0.000 0 125 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.5000 2,030.00 0.000 0 126 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.5000 10,290.00 0.000 0 127 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.5000 22,330.00 0.000 0 128 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.5000 7,175.00 0.000 0 129 PLACE HOT MIX ASPHALT SQYD 145.0000 6,525.00 0.000 0 (MISCELLANEOUS AREA) 130 TACK COAT TON 850.0000 637,500.00 150.690 128,086 PROGRAM CAS145 PAGE 6 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 32,600.00 0.000 0 132 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8500 1,443,000.00 223.000 412 133 REMOVE BASE AND SURFACING CY 60.0000 37,800.00 0.000 0 134 GROUND ANCHOR (SUBHORIZONTAL) EA 2,618.3300 157,099.80 0.000 0 135 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 292.0400 596,053.64 812.170 237,186 136 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 405.8400 734,570.40 0.000 0 137 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 853.9800 649,024.80 697.000 595,224 138 16" CAST-IN-DRILLED-HOLE CONCRETE LF 28.2000 154,818.00 0.000 0 PILING (SOUND WALL) 139 24" CAST-IN-DRILLED-HOLE CONCRETE LF 136.9600 6,848.00 0.000 0 PILING (SOUND WALL) 140 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,350.0000 3,642,500.00 668.210 1,570,293 PILE (SIGN FOUNDATION) 141 24" CAST-IN-DRILLED-HOLE CONCRETE LF 168.1800 73,999.20 225.800 37,975 PILING (RETAINING WALL) 142 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 548.8400 235,452.36 102.000 55,981 (F) 143 STRUCTURAL CONCRETE, BRIDGE CY 1,510.5700 716,010.18 124.000 187,310 (F) 144 STRUCTURAL CONCRETE, BRIDGE CY 1,208.4600 436,254.06 0.000 0 (F) (POLYMER FIBER) 145 STRUCTURAL CONCRETE, RETAINING WALL CY 755.2900 4,587,631.46 3,775.440 2,851,552 146 AGGREGATE BASE (APPROACH SLAB) CY 223.5700 1,341.42 14.000 3,129 147 STRUCTURAL CONCRETE, APPROACH SLAB CY 852.9700 172,299.94 0.000 0 (F) (TYPE N) 148 STRUCTURAL CONCRETE, APPROACH SLAB CY 982.8800 49,144.00 37.000 36,366 (TYPE R) 149 STRUCTURAL CONCRETE, BOX CULVERT CY 2,700.0000 43,200.00 0.000 0 (F) 150 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 1,602,000.00 301.700 603,400 (F) 151 MINOR CONCRETE (MINOR STRUCTURE) CY 148.6900 31,968.35 2.700 401 (F) 152 PAVING NOTCH EXTENSION CF 115.8100 8,222.51 64.000 7,411 153 CONCRETE SURFACE TEXTURE SQFT 9.0600 141,517.20 7,539.000 68,303 (F) 154 DRILL AND BOND DOWEL LF 45.3200 232,899.48 1,566.500 70,993 155 DRILL AND BOND DOWEL LF 55.3900 26,033.30 0.000 0 (CHEMICAL ADHESIVE)(LF) 156 CLEAN EXPANSION JOINT LF 26.1800 8,403.78 0.000 0 157 FURNISH PRECAST PRESTRESSED EA 72,507.5500 217,522.65 3.000 217,522 CONCRETE WIDE FLANGE GIRDER (70'-80') PROGRAM CAS145 PAGE 7 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ERECT PRECAST PRESTRESSED CONCRETE EA 10,070.4900 30,211.47 3.000 30,211 GIRDER 159 JOINT SEAL (MR 1/2") LF 70.4900 13,886.53 0.000 0 160 JOINT SEAL (MR 1") LF 114.8000 20,778.80 0.000 0 161 JOINT SEAL (MR 1 1/2") LF 94.6600 17,228.12 0.000 0 162 JOINT SEAL (TYPE AL) LF 43.3000 866.00 0.000 0 163 BAR REINFORCING STEEL (BRIDGE) LB 1.7100 1,118,767.50 97,487.800 166,704 (F) 164 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6100 1,415,399.30 545,333.000 877,986 165 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3600 5,094.56 0.000 0 (F) 166 HEADED BAR REINFORCEMENT EA 42.3000 64,888.20 164.000 6,937 (F) 167 STRUCTURAL SHOTCRETE CY 1,007.0500 66,465.30 0.000 0 (F) 168 ASPHALT MEMBRANE WATERPROOFING SQFT 5.0400 5,191.20 83.000 418 (F) 169 FURNISH STRUCTURAL STEEL (BRIDGE) LB 5.8900 724,817.51 0.000 0 (F) 170 ERECT STRUCTURAL STEEL (BRIDGE) LB 2.6200 322,414.58 0.000 0 (F) 171 FURNISH SIGN STRUCTURE (TUBULAR) LB 5.4500 1,448,691.75 86,370.000 470,716 (F) 172 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5500 146,198.25 86,370.000 47,503 (F) 173 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5500 3,242,807.75 0.000 0 (F) 174 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4500 320,717.25 0.000 0 (F) 175 REMOVE SIGN STRUCTURE (EA) EA 6,300.0000 12,600.00 0.000 0 176 ABUTMENT LUMBER BLOCKING MFBM 4,632.4300 27,794.58 0.000 0 (F) 177 SOUND WALL (MASONRY BLOCK) SQFT 45.3200 1,076,712.56 0.000 0 (F) 178 CLEAN AND PAINT STRUCTURAL STEEL LS 152,064.4500 152,064.45 0.000 0 179 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 1,409.8700 93,051.42 0.000 0 180 CORE AND PRESSURE GROUT DOWEL LF 105.7400 290,573.52 402.000 42,507 181 REFINISH BRIDGE DECK SQFT 25.1800 34,320.34 532.000 13,395 182 BRIDGE REMOVAL (PORTION), LOCATION A LS 98,690.8400 98,690.84 0.375 37,009 183 BRIDGE REMOVAL (PORTION), LOCATION B LS 126,888.2200 126,888.22 0.780 98,972 184 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,211.4800 30,211.48 1.000 30,211 PROGRAM CAS145 PAGE 8 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 BRIDGE REMOVAL (PORTION), LOCATION D LS 39,274.9200 39,274.92 1.000 39,274 186 COLUMN CASING LB 5.7900 1,299,177.57 24,502.000 141,866 (F) 187 CARBON FIBER REINFORCED POLYMER STRIP LF 68.4800 68,000.64 795.000 54,441 188 18" ALTERNATIVE PIPE CULVERT LF 97.0000 2,046,700.00 8,805.300 854,114 189 24" ALTERNATIVE PIPE CULVERT LF 160.0000 515,200.00 349.900 55,984 190 30" ALTERNATIVE PIPE CULVERT LF 770.0000 9,240.00 0.000 0 191 36" ALTERNATIVE PIPE CULVERT LF 120.0000 75,600.00 628.200 75,384 192 CONCRETE BACKFILL (PIPE TRENCH) CY 200.0000 607,800.00 194.500 38,900 (F) 193 CONCRETE BACKFILL (PIPE TRENCH) CY 942.2900 440,991.72 0.000 0 (F) (RAPID STRENGTH CONCRETE) 194 BIORETENTION CY 165.0000 805,200.00 2,359.000 389,235 195 18" JACKED RCP (CLASS II) LF 1,853.9200 166,852.80 90.000 166,852 196 24" JACKED RCP (CLASS II) LF 1,554.8600 295,423.40 0.000 0 197 48" REINFORCED CONCRETE PIPE LF 306.4600 91,938.00 0.000 0 198 54" REINFORCED CONCRETE PIPE LF 454.7500 145,520.00 0.000 0 199 72" REINFORCED CONCRETE PIPE LF 600.8900 180,267.00 0.000 0 200 18" SLOTTED CORRUGATED STEEL PIPE LF 175.5000 326,430.00 114.000 20,007 (.079" THICK) 201 8" PERFORATED STEEL PIPE UNDERDRAIN LF 65.0000 5,200.00 0.000 0 202 3" PLASTIC PIPE (EDGE DRAIN) LF 30.0000 294,000.00 4,064.200 121,926 203 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 180.0000 79,200.00 325.000 58,500 204 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 118.0700 60,806.05 0.000 0 (F) 205 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 220.0400 55,010.00 0.000 0 (.109" THICK) 206 DRAINAGE INLET MARKER EA 20.0000 6,000.00 0.000 0 207 18" CORRUGATED STEEL PIPE RISER LF 411.8100 2,882.67 3.000 1,235 (.079" THICK) 208 GRATED LINE DRAIN LF 610.4700 195,350.40 0.000 0 209 18" ALTERNATIVE FLARED END SECTION EA 1,400.0000 23,800.00 0.000 0 210 24" ALTERNATIVE FLARED END SECTION EA 1,600.0000 8,000.00 0.000 0 211 INLET DEPRESSION EA 1,400.0000 336,000.00 10.000 14,000 PROGRAM CAS145 PAGE 9 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ABANDON CULVERT (LF) LF 15.0000 35,250.00 1,182.100 17,731 213 ABANDON INLET EA 2,620.7800 2,620.78 0.000 0 214 REMOVE OVERSIDE DRAIN EA 1,000.8200 11,009.02 0.000 0 215 REMOVE EDGE DRAIN LF 2.5000 33,750.00 5,989.000 14,972 216 REMOVE PIPE (LF) LF 32.0000 60,160.00 776.300 24,841 217 REMOVE DOWNDRAIN (EA) EA 1,226.0000 6,130.00 1.000 1,226 218 REMOVE REINFORCED CONCRETE BOX CULVERT CY 2,668.8500 10,675.40 0.000 0 (CY) 219 REMOVE INLET EA 1,475.7700 64,933.88 31.000 45,748 220 ADJUST INLET EA 4,282.2000 12,846.60 1.000 4,282 221 CAP INLET EA 1,622.8900 12,983.12 12.000 19,474 222 18" ALTERNATIVE PIPELINER LF 215.0000 107,500.00 0.000 0 223 24" ALTERNATIVE PIPELINER LF 200.0000 166,000.00 0.000 0 224 30" ALTERNATIVE PIPELINER LF 330.0000 92,400.00 0.000 0 225 SAND BACKFILL CY 170.0000 35,700.00 93.200 15,844 226 CONCRETE (DITCH LINING) CY 783.9300 109,750.20 20.000 15,678 227 SLOPE PAVING (CONCRETE) CY 1,309.1600 430,713.64 3.000 3,927 228 ROCK SLOPE PROTECTION CY 552.4900 66,298.80 23.000 12,707 (150 LB, CLASS III, METHOD B) (CY) 229 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.1600 972.00 68.400 147 230 MINOR CONCRETE (CURB) (CY) CY 956.9800 53,590.88 0.000 0 231 MINOR CONCRETE (GUTTER) (LF) LF 76.1300 7,156.22 0.000 0 232 MINOR CONCRETE (CURB AND GUTTER) CY 757.0900 20,441.43 0.000 0 233 MINOR CONCRETE (ISLAND PAVING) CY 1,404.5800 1,404.58 0.000 0 234 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 9.6300 94,759.20 7,629.000 73,467 235 MINOR CONCRETE (SIDEWALK) CY 824.3200 13,189.12 0.000 0 236 REMOVE CONCRETE CURB (LF) LF 15.0000 19,200.00 1,111.000 16,665 237 REMOVE CONCRETE (CURB AND GUTTER) LF 33.0000 9,900.00 85.000 2,805 238 REMOVE CONCRETE LF 47.0000 26,320.00 157.000 7,379 (CURB, GUTTER, AND SIDEWALK) (LF) PROGRAM CAS145 PAGE 10 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 MISCELLANEOUS IRON AND STEEL LB 3.0000 375,225.00 47,336.100 142,008 (F) 240 MISCELLANEOUS METAL (BRIDGE) LB 6.0400 10,117.00 0.000 0 (F) 241 MISCELLANEOUS METAL (RETAINING WALL) LB 4.0300 30,229.03 0.000 0 (F) 242 LIGHTING (CITY STREET) LS 167,959.7000 167,959.70 0.220 36,951 243 GATEWAY MARKER EA 30,000.0000 60,000.00 0.000 0 244 INTERCONNECTION CONDUIT AND CABLE LS 26,015.1100 26,015.11 0.000 0 (CITY STREET) 245 PREPARE AND PAINT CONCRETE SQFT 34.5100 8,627.50 0.000 0 246 TEMPORARY FENCE LF 53.0000 4,240.00 0.000 0 (TYPE CL-6,VISIBILITY SCREEN) 247 CHAIN LINK FENCE (TYPE CL-4) LF 30.0000 57,900.00 0.000 0 248 CHAIN LINK FENCE (TYPE CL-4 MODIFIED) LF 40.0000 10,560.00 0.000 0 249 CHAIN LINK FENCE (TYPE CL-6) LF 87.0000 11,310.00 0.000 0 250 4' CHAIN LINK GATE (TYPE CL-6) EA 3,100.0000 3,100.00 0.000 0 251 REMOVE WOOD FENCE LF 25.0000 1,750.00 0.000 0 252 REMOVE CHAIN LINK FENCE LF 9.0000 17,460.00 1,924.000 17,316 253 RECONSTRUCT WOOD FENCE LF 215.0000 9,245.00 0.000 0 254 REMOVE PAVEMENT MARKER EA 1.0000 43,900.00 47,013.000 47,013 255 DELINEATOR (CLASS 1) EA 36.5000 27,740.00 0.000 0 256 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 135,450.00 16,144.000 56,504 257 TREATMENT BEST MANAGEMENT EA 45.0000 2,700.00 0.000 0 PRACTICE MARKER 258 OBJECT MARKER EA 45.0000 10,800.00 0.000 0 259 CONCRETE BARRIER MARKER (TYPE G) EA 10.0000 39,400.00 0.000 0 260 REMOVE ROADSIDE SIGN EA 200.0000 8,000.00 0.000 0 261 REMOVE ROADSIDE SIGN PANEL EA 100.0000 4,400.00 0.000 0 262 RESET ROADSIDE SIGN (METAL POST) EA 300.0000 2,400.00 0.000 0 263 RELOCATE ROADSIDE SIGN-TWO POST EA 350.0000 350.00 0.000 0 264 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.0000 173,130.00 0.000 0 265 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 31.5000 11,403.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1000 27,084.00 0.000 0 (0.063"-UNFRAMED) 267 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,156.00 0.000 0 (0.080"-UNFRAMED) 268 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 36.2500 2,791.25 0.000 0 (0.063"-FRAMED) 269 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.1000 2,772.00 0.000 0 (0.080"-FRAMED) 270 METAL (BARRIER MOUNTED SIGN) LB 4.0000 21,280.00 0.000 0 271 ROADSIDE SIGN - ONE POST EA 390.0000 8,190.00 0.000 0 272 ROADSIDE SIGN - TWO POST EA 900.0000 900.00 0.000 0 273 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 4,800.00 0.000 0 METHOD) 274 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 9,600.00 0.000 0 EXISTING POST 275 INSTALL ROADSIDE SIGN EA 2,900.0000 14,500.00 0.000 0 (LAMINATED WOOD BOX POST) 276 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,600.0000 14,400.00 0.000 0 277 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 2,175.0000 13,050.00 0.000 0 278 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 34.5000 234,945.00 1,312.000 45,264 279 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 37.0000 7,030.00 0.000 0 280 VEGETATION CONTROL (MINOR CONCRETE) SQYD 54.0000 461,700.00 0.000 0 281 SINGLE THRIE BEAM BARRIER LF 48.0000 451,200.00 0.000 0 282 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 73.0000 62,050.00 0.000 0 283 TRANSITION RAILING (TYPE STB) EA 5,700.0000 17,100.00 0.000 0 284 TRANSITION RAILING (TYPE WB-31) EA 5,300.0000 58,300.00 6.000 31,800 285 END CAP (TYPE A) EA 495.0000 990.00 3.000 1,485 286 END CAP (TYPE TC) EA 250.0000 3,500.00 6.000 1,500 287 END ANCHOR ASSEMBLY (TYPE SFT) EA 875.0000 32,375.00 10.000 8,750 288 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,750.0000 146,250.00 12.000 45,000 289 ALTERNATIVE CRASH CUSHION SYSTEM EA 43,000.0000 172,000.00 1.000 43,000 290 CONCRETE BARRIER (TYPE 60M) LF 135.0000 101,250.00 0.000 0 291 CONCRETE BARRIER (TYPE 60MC) LF 140.0000 922,600.00 1,806.000 252,840 292 CONCRETE BARRIER (TYPE 60MD) LF 65.0000 297,050.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 CONCRETE BARRIER (TYPE 60MGA) LF 145.0000 108,025.00 0.000 0 294 CONCRETE BARRIER (TYPE 60MGC) LF 140.0000 4,424,000.00 18,942.000 2,651,880 295 CONCRETE BARRIER (TYPE 60MGF MOD) LF 460.0000 1,099,400.00 1,060.000 487,600 296 CONCRETE BARRIER (TYPE 60MS) LF 90.0000 481,500.00 0.000 0 297 CONCRETE BARRIER (TYPE 60MSC) LF 95.0000 209,000.00 2,200.000 209,000 298 CONCRETE BARRIER (TYPE 60MP) LF 525.0000 351,750.00 168.000 88,200 299 CONCRETE BARRIER (TYPE 60MGA MOD) LF 285.0000 39,900.00 131.000 37,335 300 CONCRETE BARRIER (TYPE 60R MOD) LF 875.0000 4,305,000.00 1,839.000 1,609,125 301 CONCRETE BARRIER (TYPE 836SV) LF 225.0000 494,325.00 0.000 0 (F) 302 CONCRETE BARRIER (TYPE 836) LF 128.0000 15,232.00 93.000 11,904 (F) 303 CONCRETE BARRIER (TYPE 836A) LF 122.8600 109,345.40 0.000 0 (F) 304 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 176.2300 173,939.01 785.000 138,340 (F) 305 CONCRETE BARRIER (ANCHOR BLOCK) LF 1,300.0000 85,800.00 19.000 24,700 (F) 306 CONCRETE BARRIER (TYPE 842A) LF 120.0000 636,360.00 0.000 0 (F) 307 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 127.0000 15,621.00 0.000 0 (F) 308 REMOVE GUARDRAIL LF 5.0000 32,650.00 4,467.000 22,335 309 REMOVE SINGLE METAL BEAM BARRIER LF 4.2500 189,550.00 32,905.500 139,848 310 REMOVE DOUBLE METAL BEAM BARRIER LF 8.5000 22,695.00 2,482.000 21,097 311 REMOVE CABLE RAILING LF 3.3000 145,530.00 9,140.000 30,162 312 SALVAGE METAL BRIDGE RAILING LF 19.1300 45,931.13 1,594.000 30,493 313 RECONSTRUCT GUARDRAIL (WOOD POST) LF 50.0000 5,000.00 0.000 0 314 REMOVE CONCRETE BARRIER LF 37.0000 197,950.00 4,464.000 165,168 315 REMOVE CONCRETE BARRIER (TYPE K) LF 6.5000 319,150.00 6,763.000 43,959 316 REMOVE CRASH CUSHION EA 75.0000 3,600.00 0.000 0 317 THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 269,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 318 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 137,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 319 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 75,000.00 338,675.200 84,668 PROGRAM CAS145 PAGE 13 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 5,575.00 1,592.000 3,980 321 12" RUMBLE STRIP STA 35.9300 42,756.70 0.000 0 (ASPHALT CONCRETE PAVEMENT) 322 CONTRAST STRIPE PAINT (2-COAT) LF 2.0000 1,080.00 0.000 0 323 TRAFFIC STRIPE TAPE (WARRANTY) LF 1.2600 593,460.00 0.000 0 324 TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.0000 195,200.00 0.000 0 (WARRANTY) 325 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 50,377.8300 50,377.83 0.030 1,511 SYSTEM ELEMENTS DURING CONSTRUCTION 326 TRAFFIC MONITORING STATION SYSTEM LS 123,788.4100 123,788.41 0.275 34,041 327 ELECTRONIC TOLL SYSTEM/LIGHTING LS 11,462,992.4400 11,462,992.44 0.551 6,316,108 SYSTEM (BAIFA) 328 CAMERA SYSTEMS LS 414,105.7900 414,105.79 0.582 241,009 329 FIBER OPTIC CABLE SYSTEMS LS 4,656,765.7400 4,656,765.74 0.599 2,789,402 330 TEMPORARY LIGHTING SYSTEMS LS 66,750.6300 66,750.63 0.100 6,675 331 TEMPORARY RAMP METERING LS 361,571.7900 361,571.79 0.020 7,231 SYSTEMS /TEMPORARY TRAFFIC MONITORING STATIONS 332 MODIFYING LIGHTING SYSTEMS LS 289,022.6700 289,022.67 0.287 82,949 333 MODIFYING RAMP METERING SYSTEMS LS 695,596.9800 695,596.98 0.312 217,026 334 MODIFYING TRAFFIC MONITORING STATIONS LS 636,715.3700 636,715.37 0.116 73,858 335 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 336 FLOW SENSOR EA 1,500.0000 1,500.00 0.000 0 337 PRESTRESSING HIGH STRENGTH RODS LS 25,000.0000 25,000.00 0.000 0 338 4" PLASTIC PIPE UNDERDRAIN LF 55.0000 7,700.00 0.000 0 339 REMOVE 4" PLASTIC PIPE UNDERDRAIN LF 15.0000 2,100.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 08/28/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4G0804 TIME 09:22 AM ESTIMATE NO. 020 BID OPENING 12/07/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/25/23 R.E. NAME: TATUM, JUSTEN DATE OF THIS ESTIMATE 08/28/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 48,705,104.68 ADJUSTMENT OF COMPENSATION 249,853.03 4,258,221.37 EXTRA WORK 0.00 4,030,362.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 249,853.03 56,993,688.51 340 MOBILIZATION LS 11,400,000.0000 11,400,000.00 0.950 10,830,000 ORIGINAL CONTRACT AMOUNT 143,352,700.48 TOTAL WORK COMPLETED 249,853.03 67,823,688.51 MATERIALS ON HAND ON SITE 4,022,343.00 DEDUCTIONS 0.00 -8,004.92 TOTAL 249,853.03 71,838,026.59 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 02/02/22 940 05/02/22 03/30/22 05/29/25 306 46 0 0 46% 33% PROGRESS IS SATISFACTORY TATUM, JUSTEN RESIDENT ENGINEER