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 12/18/24 EST. NO. 019 TIME 07:13 PM R.E. NAME: MUKHERJEE, RABINDRA 04-2K7204 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 12/18/24 EST. NO. 019 TIME 07:13 PM R.E. NAME: MUKHERJEE, RABINDRA 04-2K7204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BI 156/157/158 -3,000.00 012 6-14 LATE LANE CL PU -8,100.00 013 6/14 RETURN LATE LC 8,100.00 014 0.00 -3,000.00 TOTAL DEDUCTIONS 0.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K7204 TIME 07:13 PM ESTIMATE NO. 019 BID OPENING 02/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 12/18/24 LOCATION RERUN PROGRESS ESTIMATE 04-CC-4-R14.3/24.3 ----------------------- O.C. JONES & SONS, INC. CONTRA COSTA COUNTY IN AND NEAR CONCORD 1520 FOURTH STREET AND PITTSBURG FROM 0.3 MILES EAST OF BERKELEY CA 94710 PERALTA ROAD UNDERCROSSING TO LOVERIDGE ROAD OVERCROSSING. FED. AID NO. ACNH-P004(161)E PVMT REHABILITATION, SLAB REPL, ADA CURB R ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,800.0000 1,120,000.00 18.000 50,400.00 359.000 1,005,200 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 54,000.00 1.000 6,000.00 6.000 36,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 2.000 400.00 17.000 3,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.850 59,500 007 TRAFFIC CONTROL SYSTEM LS 2,100,000.0000 2,100,000.00 0.030 63,000.00 0.978 2,053,800 008 TRAFFIC CONTROL SUPERVISOR DAY 750.0000 300,000.00 18.000 13,500.00 359.000 269,250 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 400.0000 160,000.00 18.000 7,200.00 359.000 143,600 010 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 120,000.0000 120,000.00 0.040 4,800.00 0.980 117,600 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 208,500.00 98,990.000 148,485 012 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 4,000.00 20.000 1,000 013 CHANNELIZER (SURFACE MOUNTED) (LEFT IN EA 41.0000 1,189.00 0.000 0 PLACE) 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 62.0000 24,800.00 26.000 1,612.00 525.000 32,550 SYSTEM DAY 015 TEMPORARY PAVEMENT MARKER EA 2.5000 7,225.00 16,964.000 42,410 016 TEMPORARY SHUTTLE SERVICE LS 40,000.0000 40,000.00 0.000 0 017 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 14,000.0000 126,000.00 9.000 126,000 018 TEMPORARY RAILING (TYPE K) LF 15.0000 294,000.00 16,560.000 248,400 019 TEMPORARY CRASH CUSHION MODULE EA 300.0000 42,000.00 50.000 15,000 020 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,500.0000 13,000.00 0.000 0 (TL-3) 021 JOB SITE MANAGEMENT LS 90,000.0000 90,000.00 0.030 2,700.00 0.980 88,200 022 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.500 1,500 PLAN PROGRAM CAS145 PAGE 2 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K7204 TIME 07:13 PM ESTIMATE NO. 019 BID OPENING 02/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RAIN EVENT ACTION PLAN EA 500.0000 37,500.00 2.000 1,000.00 22.000 11,000 024 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 22,950.00 2.000 900.00 16.000 7,200 025 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 026 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 950.0000 6,650.00 4.000 3,800 CONTROL) 027 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.9300 28,086.00 38,888.000 36,165 MATRIX) 028 TEMPORARY CHECK DAM LF 6.6600 4,595.40 0.000 0 029 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 3,800.00 140.000 28,000 030 TEMPORARY FIBER ROLL LF 4.6500 31,248.00 2,000.000 9,300 031 TEMPORARY CONSTRUCTION ENTRANCE EA 4,300.0000 30,100.00 12.000 51,600 032 STREET SWEEPING LS 400,000.0000 400,000.00 0.030 12,000.00 0.980 392,000 033 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 0.960 28,800 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 61,000.00 122,000.000 61,000 STRIPE (HAZARDOUS WASTE) 035 TREATED WOOD WASTE LB 0.2100 19,173.00 0.000 0 036 REMOVE CONCRETE (CY) CY 170.0000 30,600.00 0.000 0 037 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 1,500.0000 2,700.00 0.000 0 038 TEMPORARY HIGH-VISIBILITY FENCE LF 5.7400 3,903.20 580.000 3,329 039 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 0.030 750.00 0.980 24,500 040 ROADWAY EXCAVATION CY 56.0000 688,800.00 12,062.000 675,472 041 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 325.0000 16,250.00 0.000 0 DEPOSITED LEAD) 042 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 500.0000 4,000.00 0.000 0 DEPOSITED LEAD) 043 COMPACTION- GROUTING WITH STEEL CASING CF 42.9500 414,038.00 8,575.800 368,330 (INJECTION POINT) 044 DITCH EXCAVATION CY 6.0000 34,380.00 1,027.000 6,162 045 SOIL DECOMPACTION SQFT 0.1000 15,600.00 141,000.000 14,100 046 ROCK BLANKET SQFT 40.0000 2,360.00 41.000 1,640 047 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 950.0000 6,650.00 0.000 0 048 HYDROMULCH SQFT 0.0900 28,080.00 72,425.000 6,518.25 72,425.000 6,518 049 FIBER ROLLS LF 3.7500 67,500.00 7,120.000 26,700.00 7,200.000 27,000 PROGRAM CAS145 PAGE 3 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K7204 TIME 07:13 PM ESTIMATE NO. 019 BID OPENING 02/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROSEED SQFT 0.1500 37,050.00 66,504.000 9,975.60 66,504.000 9,975 051 COMPOST (CY) CY 50.0000 38,500.00 290.000 14,500.00 290.000 14,500 052 INCORPORATE MATERIALS SQFT 0.0700 10,920.00 0.000 0 053 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 472,800.00 7,943.100 476,586 054 BASE BOND BREAKER SQYD 4.0000 95,200.00 36,211.970 144,847 055 REPLACE ASPHALT CONCRETE SURFACING CY 310.0000 688,200.00 1,648.000 510,880 056 HOT MIX ASPHALT (TYPE A) TON 125.0000 1,375,000.00 10,410.140 1,301,267 057 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 058 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 149.0000 9,029,400.00 48,874.590 7,282,313 059 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.7000 62,220.00 23,067.000 39,213 060 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7000 2,856.00 1,102.000 1,873 061 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7000 31,450.00 15,313.000 26,032 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7000 56,610.00 672.000 1,142 063 TACK COAT TON 550.0000 132,000.00 153.800 84,590 064 REMOVE ASPHALT CONCRETE DIKE LF 0.8000 71,840.00 42,606.000 34,084 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.9200 427,800.00 465,000.000 427,800 066 ANCHORED CRCP-RSC CY 1,345.0000 578,350.00 421.000 566,245 067 DRILL AND BOND (DOWEL BAR) EA 100.0000 378,000.00 10,525.000 1,052,500 068 SPALL REPAIR (POLYESTER CONCRETE) SQYD 500.0000 235,000.00 0.000 0 069 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 760.0000 6,604,400.00 14,730.000 11,194,800 070 GRIND EXISTING CONCRETE PAVEMENT SQYD 5.5000 2,854,500.00 434,600.000 2,390,300 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,975.0000 25,675.00 0.000 0 (F) 072 BAR REINFORCING STEEL LB 5.0000 1,330.00 0.000 0 (F) 073 BIORETENTION CY 136.0000 564,400.00 4,111.000 559,096 074 TRASH NET (END OF PIPE CONNECTION) EA 14,000.0000 14,000.00 0.000 0 075 TRASH NET (OPEN CHANNEL) EA 14,000.0000 56,000.00 0.000 0 076 TRASH NET (DOWNDRAIN) EA 8,500.0000 59,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K7204 TIME 07:13 PM ESTIMATE NO. 019 BID OPENING 02/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" REINFORCED CONCRETE PIPE LF 220.0000 39,600.00 0.000 0 078 27" REINFORCED CONCRETE PIPE LF 280.0000 291,200.00 0.000 0 079 30" REINFORCED CONCRETE PIPE LF 310.0000 151,900.00 0.000 0 080 12" CORRUGATED STEEL PIPE (.079" THICK) LF 230.0000 2,300.00 0.000 0 081 18" CORRUGATED STEEL PIPE (.109" THICK) LF 110.0000 12,100.00 0.000 0 082 DRAINAGE INLET MARKER EA 40.0000 120.00 0.000 0 083 18" CORRUGATED STEEL PIPE ENERGY EA 3,700.0000 3,700.00 0.000 0 DISSIPATOR (.064" THICK) 084 18" CONCRETE FLARED END SECTION EA 1,875.0000 1,875.00 0.000 0 085 INLET DEPRESSION EA 1,640.0000 1,640.00 0.000 0 086 REMOVE DRAINAGE FACILITY (EA) EA 8,625.0000 8,625.00 0.000 0 087 REMOVE CULVERT (LF) LF 58.0000 107,300.00 0.000 0 088 REMOVE INLET EA 1,675.0000 5,025.00 0.000 0 089 REMOVE FLARED END SECTION (EA) EA 985.0000 1,970.00 0.000 0 090 RECONSTRUCT INLET EA 1,900.0000 1,900.00 0.000 0 091 ADJUST FRAME AND GRATE TO GRADE EA 1,750.0000 1,750.00 0.000 0 092 CONCRETE (DITCH LINING) CY 850.0000 221,000.00 205.000 174,250 093 CONCRETE (CONCRETE APRON) CY 1,600.0000 4,320.00 2.700 4,320 094 ROCK SLOPE PROTECTION (150 LB, CLASS CY 540.0000 64,800.00 0.000 0 III, METHOD B) (CY) 095 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 525.0000 1,942.50 0.000 0 METHOD B) (CY) 096 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 11.0000 1,870.00 0.000 0 097 DETECTABLE WARNING SURFACE SQFT 34.0000 24,480.00 648.000 22,032 098 MINOR CONCRETE (ISLAND PAVING) CY 540.0000 124,200.00 1.800 972 099 MINOR CONCRETE (CURB, SIDEWALK AND CURB CY 800.0000 184,000.00 196.530 157,224 RAMP) 100 REMOVE CONCRETE (CURB AND GUTTER) LF 24.0000 3,360.00 140.000 3,360 101 REMOVE CONCRETE (CURB, GUTTER, AND LF 53.0000 50,350.00 1,080.000 57,240 SIDEWALK) (LF) 102 PRE/POST CONSTRUCTION SURVEYS EA 312.0000 25,584.00 0.000 0 103 MISCELLANEOUS IRON AND STEEL LB 5.1500 8,394.50 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K7204 TIME 07:13 PM ESTIMATE NO. 019 BID OPENING 02/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ADJUST ACCESS BOX (UTILITY) EA 1,800.0000 7,200.00 0.000 0 105 ADJUST MANHOLE FRAME AND COVER (UTILITY) EA 3,700.0000 3,700.00 0.000 0 106 REMOVE PAVEMENT MARKER EA 3.0000 37,200.00 14,850.000 44,550 107 DELINEATOR (CLASS 1) EA 41.0000 26,650.00 0.000 0 108 GUARD RAILING DELINEATOR EA 30.0000 9,000.00 0.000 0 109 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 123,000.00 7,617.000 45,702.00 19,654.000 117,924 110 TREATMENT BEST MANAGEMENT PRACTICE EA 60.0000 960.00 0.000 0 MARKER 111 OBJECT MARKER (TYPE P) EA 60.0000 600.00 1.000 60 112 REMOVE ROADSIDE SIGN EA 200.0000 26,000.00 0.000 0 113 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 50.0000 4,200.00 0.000 0 BRACKET METHOD) 114 REMOVE SIGN PANEL EA 1,000.0000 4,000.00 4.000 4,000.00 4.000 4,000 115 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 25.0000 18,500.00 740.000 18,500.00 740.000 18,500 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 31,200.00 0.000 0 (0.063"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2500 10,830.00 0.000 0 (0.080"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 31.6000 16,748.00 0.000 0 (0.063"-FRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.7500 46,707.50 0.000 0 (0.080"-FRAMED) 120 ROADSIDE SIGN - ONE POST EA 375.0000 48,750.00 0.000 0 121 ROADSIDE SIGN - TWO POST EA 750.0000 38,250.00 0.000 0 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 19,250.00 0.000 0 METHOD) 123 INSTALL SIGN OVERLAY SQFT 40.0000 2,640.00 66.000 2,640.00 66.000 2,640 124 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 8.0000 5,920.00 740.000 5,920.00 740.000 5,920 125 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 43.0000 227,900.00 1,562.500 67,187.50 1,562.500 67,187 126 VEGETATION CONTROL (MINOR CONCRETE) SQYD 114.3400 328,155.80 135.000 15,435.90 135.000 15,435 127 CONCRETE BARRIER (TYPE 842B MODIFIED) LF 1,750.0000 10,500.00 0.000 0 128 TRANSITION RAILING (TYPE WB-31) EA 5,350.0000 48,150.00 0.000 0 129 END CAP (TYPE A) EA 225.0000 225.00 0.000 0 130 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,915.0000 21,065.00 1.000 1,915.00 1.000 1,915 PROGRAM CAS145 PAGE 6 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K7204 TIME 07:13 PM ESTIMATE NO. 019 BID OPENING 02/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 92,400.00 1.000 4,400.00 1.000 4,400 132 ALTERNATIVE CRASH CUSHION TL-2 EA 29,000.0000 29,000.00 0.000 0 133 CONCRETE BARRIER TRANSITION LF 1,030.0000 104,030.00 0.000 0 (F) 134 REMOVE GUARDRAIL LF 8.5000 42,075.00 0.000 0 135 THERMOPLASTIC PAVEMENT MARKING SQFT 8.5000 175,950.00 1,000.000 8,500.00 19,700.000 167,450 136 PAINT TRAFFIC STRIPE (1-COAT) LF 0.6000 19,920.00 0.000 0 137 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 276,000.00 46,000.000 36,800.00 314,965.000 251,972 (ENHANCED WET NIGHT VISIBILITY) 138 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 48,150.00 23,720.000 53,370 (ENHANCED WET NIGHT VISIBILITY) 139 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 117,750.00 71,000.000 17,750.00 471,000.000 117,750 140 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 7,370.00 8,000.000 8,000 141 8" TRAFFIC STRIPE TAPE (BROKEN 12-3) LF 7.5000 20,925.00 2,790.000 20,925 142 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.5000 110,500.00 13,000.000 110,500 (WARRANTY) (BROKEN 12-3) 143 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.0000 30,240.00 4,320.000 30,240 144 12" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 19,800.00 1,980.000 19,800 145 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.0000 43,500.00 10,497.000 31,491.00 10,500.000 31,500 (BROKEN 17-7) 146 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.0000 66,000.00 21,997.000 65,991.00 22,000.000 66,000 (BROKEN 36-12) 147 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 8.0000 100,000.00 12,492.000 99,936.00 12,500.000 100,000 148 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 7.5000 69,900.00 9,312.500 69,843.75 9,320.000 69,900 (BROKEN 36-12) 149 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 16,140.00 2,684.000 16,104.00 2,690.000 16,140 (WARRANTY) (BROKEN 17-7) 150 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.6500 748,250.00 33,660.000 122,859.00 195,000.000 711,750 (WARRANTY) (BROKEN 36-12) 151 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.5000 10,665.00 2,365.500 10,644.75 2,370.000 10,665 (WARRANTY) 152 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.0000 247,200.00 30,997.000 92,991.00 75,398.000 226,194 (WARRANTY) (BROKEN 36-12) 153 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 20,000.0000 20,000.00 0.750 15,000 SYSTEM ELEMENTS DURING CONSTRUCTION 154 MODIFYING FIBER OPTIC CABLE SYSTEMS LS 90,000.0000 90,000.00 0.500 45,000.00 1.000 90,000 155 MODIFYING CAMERA SYSTEMS LS 100,000.0000 100,000.00 0.800 80,000 156 MODIFYING LIGHTING SYSTEMS LS 140,000.0000 140,000.00 0.180 25,200.00 0.930 130,200 157 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 850,000.0000 850,000.00 0.180 153,000.00 0.910 773,500 PROGRAM CAS145 PAGE 7 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K7204 TIME 07:13 PM ESTIMATE NO. 019 BID OPENING 02/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MODIFYING RAMP METERING SYSTEMS LS 900,000.0000 900,000.00 0.070 63,000.00 0.980 882,000 159 MODIFYING TRAFFIC MONITORING STATION LS 800,000.0000 800,000.00 0.450 360,000.00 0.980 784,000 SYSTEMS 160 MODIFYING COUNT STATION SYSTEMS LS 60,000.0000 60,000.00 0.130 7,800.00 0.935 56,100 161 MODIFYING WIRELESS MAGNETOMETER VEHICLE LS 140,000.0000 140,000.00 0.000 0 DETECTION SYSTEMS 162 MODIFYING ELECTRIC SERVICE FOR LS 90,000.0000 90,000.00 0.450 40,500.00 0.450 40,500 IRRIGATION 163 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 164 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7500 46,425.00 0.000 0 165 MINOR CONCRETE (CURB AND GUTTER) CY 1,800.0000 14,400.00 9.000 16,200 166 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 167 TYPE A HOT MIX ASPHALT (0% RECLAIMED TON 150.0000 27,000.00 48.000 7,200.00 48.000 7,200 ASPHALT PAVEMENT) 168 TYPE A HOT MIX ASPHALT (25% HIGH TON 140.0000 25,200.00 48.000 6,720.00 48.000 6,720 RECLAIMED ASPHALT PAVEMENT) 169 TYPE A HOT MIX ASPHALT (30% HIGH TON 140.0000 25,200.00 48.000 6,720.00 48.000 6,720 RECLAIMED ASPHALT PAVEMENT) 170 TYPE A HOT MIX ASPHALT (35% HIGH TON 140.0000 25,200.00 48.000 6,720.00 48.000 6,720 RECLAIMED ASPHALT PAVEMENT) 171 TYPE A HOT MIX ASPHALT (40% HIGH TON 140.0000 25,200.00 48.000 6,720.00 48.000 6,720 RECLAIMED ASPHALT PAVEMENT) 172 TYPE A HOT MIX ASPHALT (25% HIGH TON 140.0000 25,200.00 48.000 6,720.00 48.000 6,720 RECLAIMED ASPHALT PAVEMENT AND 3% RECYCLED ASPHALT SHINGLES) PROGRAM CAS145 PAGE 8 DATE 12/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K7204 TIME 07:13 PM ESTIMATE NO. 019 BID OPENING 02/14/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: MUKHERJEE, RABINDRA DATE OF THIS ESTIMATE 12/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,695,866.75 37,899,997.79 ADJUSTMENT OF COMPENSATION 0.00 559,581.50 EXTRA WORK 0.00 1,030,344.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,695,866.75 39,489,923.79 173 MOBILIZATION LS 3,500,000.0000 3,500,000.00 1.000 3,500,000 ORIGINAL CONTRACT AMOUNT 42,476,875.90 TOTAL WORK COMPLETED 1,695,866.75 42,989,923.79 MATERIALS ON HAND ON SITE -37,233.17 213,892.80 DEDUCTIONS 0.00 -3,000.00 TOTAL 1,658,633.58 43,200,816.59 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 04/20/23 400 05/30/23 06/14/23 02/24/25 359 31 0 0 87% 90% PROGRESS IS SATISFACTORY MUKHERJEE, RABINDRA RESIDENT ENGINEER