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 01/22/25 EST. NO. 010 TIME 08:37 AM R.E. NAME: TAI LAM 11-430254 --------------------------------------------------------------------------- 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 01/22/25 EST. NO. 010 TIME 08:37 AM R.E. NAME: TAI LAM 11-430254 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL MAY 24 CPR -2,000.00 003 DEL AUG 2024 CPR -10,000.00 006 RECD DEL MAY 2024 2,000.00 006 DEL OCT 24 CPR -10,000.00 008 RTND AUG 2024 DEL 10,000.00 010 RTND OCT 2024 DEL 10,000.00 010 20,000.00 0.00 TOTAL DEDUCTIONS 20,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430254 TIME 08:37 AM ESTIMATE NO. 010 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 01/22/25 LOCATION RERUN PROGRESS ESTIMATE 11-SD-52-5.1/9.0 ----------------------- SCJ CSI CJA A JOINT VENTURE SAN DIEGO COUNTY IN SAN DIEGO FROM 0.4 9685 VIA EXCELENCIA STE 200 MILE WEST OF CONVOY STREET OVERCROSSING TO SAN DIEGO CA 92126 0.3 MILE EAST OF SANTO ROAD OVERCROSSING FED. AID NO. ACNH-P052(21)E CONST AUX LANE, COMPACTION GROUTING, RHMA, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,500.0000 2,500.00 0.500 1,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 2,250,000.00 19.000 85,500.00 203.000 913,500 004 RENEWABLE DIESEL REPORT EA 500.0000 4,000.00 0.000 0 005 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 66,000.00 3.000 18,000 006 HOURLY OFF-SITE HR 200.0000 8,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.622 46,650 008 TRAFFIC CONTROL SYSTEM LS 2,500,000.0000 2,500,000.00 0.028 70,000.00 0.396 990,000 009 TRAFFIC CONTROL SUPERVISOR DAY 1,000.0000 500,000.00 170.000 170,000 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,500.0000 1,020,000.00 11.000 16,500.00 335.000 502,500 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7000 71,400.00 59,933.000 41,953 012 PLASTIC TRAFFIC DRUMS EA 50.0000 7,000.00 87.000 4,350 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 50.0000 25,000.00 13.000 650.00 174.000 8,700 SYSTEM DAY 014 PORTABLE FLASHING BEACONS (EA) EA 850.0000 13,600.00 0.000 0 015 TEMPORARY PAVEMENT MARKER EA 3.7500 7,162.50 1,054.000 3,952 016 TEMPORARY BARRIER SYSTEM LF 22.0000 1,188,000.00 420.000 9,240.00 32,118.000 706,596 017 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 40,000.00 3.000 15,000 018 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 160.0000 108,800.00 138.000 22,080 SYSTEM (TYPE 1) DAY 019 END OF QUEUE MONITORING AND WARNING WITH EA 1,500.0000 30,000.00 0.000 0 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 020 TEMPORARY CRASH CUSHION MODULE EA 200.0000 2,800.00 14.000 2,800.00 28.000 5,600 021 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 1,500.0000 54,000.00 1.000 1,500.00 19.000 28,500 PROGRAM CAS145 PAGE 2 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430254 TIME 08:37 AM ESTIMATE NO. 010 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 1,250.0000 7,500.00 6.000 7,500 SYSTEM 023 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.028 5,600.00 0.396 79,200 024 PREPARE STORM WATER POLLUTION PREVENTION LS 7,500.0000 7,500.00 0.500 3,750 PLAN 025 RAIN EVENT ACTION PLAN EA 500.0000 25,000.00 0.000 0 026 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 8,000.00 0.000 0 027 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 028 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 590.0000 7,080.00 0.000 0 CONTROL) 029 TEMPORARY CHECK DAM LF 4.7500 32,965.00 0.000 0 030 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 42,000.00 84.000 42,000 031 TEMPORARY FIBER ROLL LF 5.0500 59,085.00 4,925.000 24,871 032 TEMPORARY SILT FENCE LF 3.8000 2,660.00 700.000 2,660 033 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 62,500.00 3.000 7,500 034 STREET SWEEPING LS 750,000.0000 750,000.00 0.028 21,000.00 0.396 297,000 035 TEMPORARY CONCRETE WASHOUT LS 400,000.0000 400,000.00 0.990 396,000 036 MANAGE SOLID WASTE GENERATED BY THE HR 200.0000 120,000.00 88.000 17,600 PUBLIC 037 TREATED WOOD WASTE LB 0.5000 27,900.00 0.000 0 038 REMOVE CONCRETE (CY) CY 750.0000 48,000.00 83.330 62,497 039 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 3,500.00 700.000 3,500 040 CLEARING AND GRUBBING (LS) LS 220,000.0000 220,000.00 0.950 209,000 041 ROADWAY EXCAVATION CY 120.0000 1,656,000.00 14,504.073 1,740,488 042 SHOULDER BACKING TON 40.0000 79,200.00 288.000 11,520 043 COMPACTION GROUTING HOLE LF 47.7000 6,391,800.00 12,025.000 573,592.50 142,098.810 6,778,113 044 GROUT (COMPACTION GROUTING) (CF) CF 16.1000 8,999,900.00 38,522.000 620,204.20 550,878.030 8,869,136 045 ROADSIDE CLEARING LS 50,000.0000 50,000.00 0.000 0 046 WEED GERMINATION SQYD 11.0000 3,630.00 0.000 0 047 SOD SQYD 35.0000 11,550.00 0.000 0 048 PLANT ESTABLISHMENT WORK LS 64,000.0000 64,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430254 TIME 08:37 AM ESTIMATE NO. 010 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 CHECK AND TEST EXISTING IRRIGATION LS 50,000.0000 50,000.00 0.600 30,000 FACILITIES 050 OPERATE EXISTING IRRIGATION FACILITIES LS 32,000.0000 32,000.00 0.240 7,680 051 REMOVE IRRIGATION FACILITY LS 19,000.0000 19,000.00 0.250 4,750 052 CONTROL AND NEUTRAL CONDUCTORS LS 96,000.0000 96,000.00 0.000 0 053 1" REMOTE CONTROL VALVE EA 560.0000 5,600.00 0.000 0 054 1 1/2" REMOTE CONTROL VALVE EA 790.0000 42,660.00 0.000 0 055 2" REMOTE CONTROL VALVE EA 860.0000 6,880.00 0.000 0 056 2" REMOTE CONTROL VALVE (MASTER) EA 1,510.0000 1,510.00 0.000 0 057 16 STATION IRRIGATION CONTROLLER AND EA 19,100.0000 19,100.00 0.750 14,325.00 0.750 14,325 ENCLOSURE '167D' 058 32 AND 16 STATION IRRIGATION CONTROLLERS EA 39,300.0000 39,300.00 0.750 29,475 AND ENCLOSURE '167A' AND '167B' 059 32 STATION IRRIGATION CONTROLLER AND EA 21,600.0000 21,600.00 0.750 16,200 ENCLOSURE '167C' 060 32 AND 40 STATION IRRIGATION CONTROLLERS EA 48,500.0000 48,500.00 0.750 36,375 AND ENCLOSURE '168A' AND '168B' 061 40 AND 40 STATION IRRIGATION CONTROLLERS EA 45,200.0000 45,200.00 0.750 33,900 AND ENCLOSURE '168C' AND '168D' 062 RECYCLED WATER IDENTIFICATION AND LS 680.0000 680.00 0.000 0 WARNING SIGNS 063 ANTENNA MAST EA 2,110.0000 4,220.00 1.500 3,165 064 CERTIFY EXISTING BACKFLOW PREVENTERS LS 1,020.0000 1,020.00 0.000 0 065 FLOW SENSOR EA 2,500.0000 10,000.00 0.000 0 066 TREE WELL SPRINKLER ASSEMBLY EA 64.8000 3,045.60 0.000 0 067 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 60.7000 3,702.70 0.000 0 068 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 140.0000 33,600.00 0.000 0 069 RISER SPRINKLER ASSEMBLY EA 56.8000 1,590.40 0.000 0 070 CAM COUPLER ASSEMBLY EA 590.0000 2,360.00 0.000 0 071 REPLACE VALVE BOX COVER EA 240.0000 33,600.00 0.000 0 072 2" GATE VALVE EA 720.0000 14,400.00 0.000 0 073 3" GATE VALVE EA 1,760.0000 17,600.00 0.000 0 074 6" GATE VALVE EA 2,850.0000 19,950.00 0.000 0 075 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.1500 49,464.90 0.000 0 (F) LINE) PROGRAM CAS145 PAGE 4 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430254 TIME 08:37 AM ESTIMATE NO. 010 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 18,400.00 0.000 0 (F) (SUPPLY LINE) 077 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.6500 10,098.00 0.000 0 (F) (SUPPLY LINE) 078 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.5000 26,130.00 0.000 0 (F) LINE) 079 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.3500 7,236.90 0.000 0 (F) (SUPPLY LINE) 080 3" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.0000 1,320.00 0.000 0 (F) LINE) 081 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 11.8000 7,788.00 0.000 0 (F) LINE) 082 2 1/2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 13.4000 1,299.80 0.000 0 (F) LINE) 083 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 18.5000 122,599.50 0.000 0 (F) LINE) 084 6" PLASTIC PIPE (CLASS 200) (SUPPLY LF 38.6000 282,976.60 0.000 0 (F) LINE) 085 HIGH DENSITY POLYETHYLENE PIPE CONDUIT LF 130.0000 19,500.00 0.000 0 086 2" COMBINATION AIR RELEASE VALVE EA 180.0000 180.00 0.000 0 087 10" CORRUGATED HIGH DENSITY POLYETHYLENE LF 140.0000 2,660.00 0.000 0 PIPE CONDUIT 088 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 210.0000 17,640.00 0.000 0 PIPE CONDUIT 089 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 880.0000 1,760.00 0.000 0 090 HYDROMULCH SQFT 0.0700 38,920.00 0.000 0 091 HYDROSEED SQFT 0.1200 66,720.00 0.000 0 092 COMPOST (CY) CY 120.0000 1,200.00 0.000 0 093 INCORPORATE MATERIALS SQFT 0.8300 2,440.20 0.000 0 094 CLASS 4 AGGREGATE SUBBASE CY 80.0000 378,400.00 4,730.000 378,400 095 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 513,000.00 5,279.980 527,998 096 CEMENT TREATED PERMEABLE BASE CY 375.0000 468,750.00 0.000 0 097 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,750.0000 21,000.00 0.000 0 098 SEGMENT CORRECTION EA 2,500.0000 27,500.00 11.000 27,500 099 HOT MIX ASPHALT (TYPE A) TON 300.0000 636,000.00 2,523.610 757,083 100 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 3,614,000.00 1,378.000 179,140 101 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.7500 1,540.00 0.000 0 102 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.7500 4,482.50 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430254 TIME 08:37 AM ESTIMATE NO. 010 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.7500 21,202.50 0.000 0 104 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.7500 7,755.00 0.000 0 105 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 375.0000 12,750.00 0.000 0 AREA) 106 TACK COAT TON 500.0000 16,000.00 0.000 0 107 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 10.0000 240.00 15.000 150 108 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 11,600.00 1,393.000 1,393 109 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 262,500.00 10,857.030 27,142 110 JOINTED PLAIN CONCRETE PAVEMENT CY 600.0000 1,410,000.00 2,350.000 1,410,000 111 ISOLATION JOINT SEAL (SILICONE) LF 7.0000 48,230.00 6,890.000 48,230 112 GRIND EXISTING CONCRETE PAVEMENT SQYD 7.8500 72,063.00 9,180.000 72,063 113 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,400.0000 37,800.00 27.000 37,800 (SIGN FOUNDATION) 114 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,500.0000 291,500.00 8.210 45,155.00 29.470 162,085 (F) 115 MINOR CONCRETE (MINOR STRUCTURE) CY 3,500.0000 101,500.00 5.070 17,745.00 5.070 17,745 (F) 116 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 6.0000 175,800.00 0.000 0 117 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5000 14,650.00 0.000 0 118 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 75.0000 14,250.00 0.000 0 TRUSS) 119 24" REINFORCED CONCRETE PIPE LF 300.0000 45,000.00 0.000 0 120 18" POLYMERIC SHEET COATED SLOTTED LF 400.0000 36,000.00 0.000 0 CORRUGATED STEEL PIPE (.079" THICK) 121 36" PRECAST CONCRETE PIPE INLET LF 750.0000 13,500.00 0.000 0 122 REMOVE PIPE (LF) LF 100.0000 9,000.00 96.000 9,600 123 REMOVE INLET EA 3,500.0000 3,500.00 2.000 7,000 124 ADJUST INLET EA 5,000.0000 165,000.00 9.000 45,000 125 ADJUST SLOTTED DRAIN TO GRADE LF 250.0000 15,000.00 0.000 0 126 CONCRETE (CONCRETE APRON) CY 1,500.0000 69,000.00 0.000 0 127 CELLULAR CONFINEMENT SYSTEM 4" CELL SQFT 55.0000 18,700.00 0.000 0 DEPTH 128 MINOR CONCRETE (TEXTURED PAVING) CY 950.0000 28,500.00 30.000 28,500 129 MISCELLANEOUS IRON AND STEEL LB 5.0000 15,615.00 500.000 2,500 (F) PROGRAM CAS145 PAGE 6 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430254 TIME 08:37 AM ESTIMATE NO. 010 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 REMOVE DELINEATOR EA 20.0000 1,160.00 0.000 0 131 DELINEATOR (CLASS 1) EA 35.0000 5,600.00 0.000 0 132 GUARD RAILING DELINEATOR EA 37.0000 15,540.00 0.000 0 133 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 11,437.50 0.000 0 134 TREATMENT BEST MANAGEMENT PRACTICE EA 1,000.0000 6,000.00 0.000 0 MARKER 135 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 300.0000 900.00 0.000 0 136 REMOVE ROADSIDE SIGN EA 185.0000 7,955.00 0.000 0 137 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 135.0000 810.00 0.000 0 BRACKET METHOD) 138 RESET ROADSIDE SIGN EA 275.0000 275.00 0.000 0 139 RELOCATE ROADSIDE SIGN EA 275.0000 550.00 0.000 0 140 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 26.5000 2,491.00 0.000 0 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.7500 8,385.00 0.000 0 (0.063"-UNFRAMED) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 9,787.50 0.000 0 (0.080"-UNFRAMED) 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.7500 1,189.25 0.000 0 (0.063"-FRAMED) 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.2500 2,190.00 0.000 0 (0.080"-FRAMED) 145 ROADSIDE SIGN - ONE POST EA 505.0000 37,370.00 0.000 0 146 ROADSIDE SIGN - TWO POST EA 1,000.0000 3,000.00 0.000 0 147 SIGN POST SUPPORT SYSTEM EA 6,750.0000 108,000.00 0.000 0 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 2,500.00 0.000 0 METHOD) 149 INSTALL SIGN OVERLAY SQFT 70.0000 3,290.00 0.000 0 150 INSTALL SIGN (MAST-ARM MOUNTED) EA 430.0000 7,740.00 0.000 0 151 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 275.0000 8,800.00 0.000 0 POST 152 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 8,000.0000 8,000.00 0.000 0 BOX POST) 153 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 44.0000 141,240.00 0.000 0 154 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 50.0000 116,000.00 0.000 0 155 VEGETATION CONTROL MAT (FIBER) SQYD 185.0000 656,750.00 0.000 0 156 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 64.0000 4,800.00 0.000 0 POST) PROGRAM CAS145 PAGE 7 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430254 TIME 08:37 AM ESTIMATE NO. 010 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 CONCRETE BARRIER (TYPE 60SD MODIFIED) LF 850.0000 161,500.00 0.000 0 158 HIGH TENSION CABLE BARRIER (STAINED) LF 81.0000 661,770.00 3,268.000 264,708 159 TRANSITION RAILING (TYPE WB-31) EA 5,200.0000 26,000.00 0.000 0 160 RAIL TENSIONING ASSEMBLY EA 1,400.0000 1,400.00 0.000 0 161 HIGH TENSION CABLE BARRIER (STAINED) EA 16,500.0000 66,000.00 1.600 26,400 TERMINAL 162 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,000.0000 24,000.00 0.000 0 163 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,500.0000 45,000.00 0.000 0 164 ALTERNATIVE CRASH CUSHION TL-3 EA 42,000.0000 336,000.00 0.000 0 165 CONCRETE BARRIER (TYPE 60M) LF 230.0000 285,200.00 138.000 31,740.00 1,016.000 233,680 166 CONCRETE BARRIER (TYPE 60MF) LF 1,050.0000 102,900.00 97.420 102,291.00 97.420 102,291 167 CONCRETE BARRIER (TYPE 60MS) LF 500.0000 105,000.00 0.000 0 168 ZONEGUARD BARRIER (STAINED) LF 240.0000 1,396,800.00 0.000 0 169 REMOVE GUARDRAIL LF 20.0000 88,600.00 961.000 19,220 170 REMOVE CONCRETE BARRIER LF 200.0000 13,000.00 60.280 12,056.00 60.280 12,056 171 REMOVE CONCRETE BARRIER (TYPE K) LF 4.0000 73,600.00 16,180.000 64,720 172 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 5.2000 32,292.00 0.000 0 WET NIGHT VISIBILITY) 173 PREFORMED THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 138,750.00 0.000 0 174 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 175 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,394.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 176 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 91,950.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 177 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,060.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 178 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 2,660.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 179 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 28,280.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 180 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 3,650.00 187.000 467 181 6" RUMBLE STRIP (ASPHALT CONCRETE STA 65.0000 20,150.00 0.000 0 PAVEMENT) PROGRAM CAS145 PAGE 8 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430254 TIME 08:37 AM ESTIMATE NO. 010 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.8000 24,662.00 0.000 0 (WARRANTY) (BROKEN 12-3) 183 CONTRAST STRIPE PAINT (1-COAT) LF 0.3500 3,780.00 0.000 0 184 REMOVE TRAFFIC STRIPE LF 0.5500 28,105.00 39,781.000 21,879 185 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.9000 3,198.00 0.000 0 (WARRANTY) (BROKEN 17-7) 186 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.9000 165,750.00 0.000 0 (WARRANTY) (BROKEN 36-12) 187 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 15.0000 21,600.00 0.000 0 (WARRANTY) 188 MICROWAVE VEHICLE DETECTION SYSTEM LS 80,000.0000 80,000.00 0.000 0 189 ELECTRIC SERVICE FOR IRRIGATION LS 20,000.0000 20,000.00 0.000 0 190 RAMP METERING SYSTEM LS 1,000,000.0000 1,000,000.00 0.063 63,000.00 0.304 304,000 191 CENSUS STATION SYSTEM LS 320,000.0000 320,000.00 0.010 3,200.00 0.537 171,840 192 CHANGEABLE MESSAGE SIGN SYSTEM LS 220,000.0000 220,000.00 0.000 0 193 CAMERA SYSTEMS LS 1,100,000.0000 1,100,000.00 0.073 80,300.00 0.262 288,200 194 FIBER OPTIC CABLE SYSTEMS LS 3,360,000.0000 3,360,000.00 0.042 141,120 195 MODIFYING LIGHTING SYSTEMS LS 360,000.0000 360,000.00 0.004 1,440.00 0.160 57,600 196 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 435,000.0000 435,000.00 0.124 53,940 197 REMOVING TRAFFIC MONITORING STATIONS LS 22,000.0000 22,000.00 0.000 0 198 SUBSURFACE LOCATORS LS 150,000.0000 150,000.00 0.625 93,750 PROGRAM CAS145 PAGE 9 DATE 01/22/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-430254 TIME 08:37 AM ESTIMATE NO. 010 BID OPENING 09/07/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: TAI LAM DATE OF THIS ESTIMATE 01/22/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,777,838.70 27,811,540.26 ADJUSTMENT OF COMPENSATION 0.00 3,960.00 EXTRA WORK 0.00 840,917.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,777,838.70 28,656,418.20 199 MOBILIZATION LS 5,389,275.6500 5,389,275.65 1.000 5,389,275 ORIGINAL CONTRACT AMOUNT 54,685,000.00 TOTAL WORK COMPLETED 1,777,838.70 34,045,693.85 MATERIALS ON HAND ON SITE 397,352.46 2,533,820.72 DEDUCTIONS 20,000.00 0.00 TOTAL 2,195,191.16 36,579,514.57 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 01/29/24 750 03/25/24 03/25/24 04/07/25 197 8 0 0 61% 26% PROGRESS IS SATISFACTORY TAI LAM RESIDENT ENGINEER