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 12/21/23 EST. NO. 002 TIME 12:20 PM R.E. NAME: YONG PAK 11-2T36U4 --------------------------------------------------------------------------- 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 12/21/23 EST. NO. 002 TIME 12:20 PM R.E. NAME: YONG PAK 11-2T36U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:20 PM ESTIMATE NO. 002 BID OPENING 10/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: YONG PAK DATE OF THIS ESTIMATE 12/21/23 LOCATION PROGRESS ESTIMATE 11-SD-5-R37.4/R52.6 ----------------- FLATIRON-SKANSKA-STACY AND SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM WITBECK, A JOINT VENTURE LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 12121 SCRIPPS SUMMIT DR #400 MILES NORTH OF OCEANSIDE BOULEVARD SAN DIEGO CA 92131 UNDERCROSSING FED. AID NO. ACIM-051(996) E ,6211-156 ( ) CONSTRUCT MULTI-MODAL ENHANCEMENT, SOUND W ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 88,000.0000 88,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 14,522.5000 5,809,000.00 16.000 232,360.00 16.000 232,360 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 12,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 24,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 475,000.0000 475,000.00 0.000 0 007 DEVELOP WATER SUPPLY LS 316,000.0000 316,000.00 0.040 12,640.00 0.040 12,640 008 QUALITY VALIDATION LS 3,722,590.5500 3,722,590.55 0.009 33,503.31 0.789 2,937,123 009 CONSTRUCTION AREA SIGNS LS 225,000.0000 225,000.00 0.000 0 010 TRAFFIC CONTROL SYSTEM LS 2,965,000.0000 2,965,000.00 0.040 118,600.00 0.040 118,600 011 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,060.0000 95,400.00 0.000 0 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 342.00 0.000 0 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9500 38,446.50 0.000 0 014 PLASTIC TRAFFIC DRUMS EA 60.0000 50,280.00 0.000 0 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 165.0000 41,250.00 0.000 0 SYSTEM DAY 016 TEMPORARY BARRIER SYSTEM LF 23.5000 198,340.00 0.000 0 017 PORTABLE CHANGEABLE MESSAGE SIGN (F) EA 23,000.0000 184,000.00 0.320 7,360.00 0.320 7,360 (F) (EA) 018 TEMPORARY CRASH CUSHION MODULE EA 400.0000 28,000.00 0.000 0 019 ALTERNATIVE TEMPORARY CRASH CUSHION-TL-3 EA 18,650.0000 130,550.00 0.000 0 020 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 11,360.0000 45,440.00 0.000 0 SYSTEM 021 JOB SITE MANAGEMENT LS 240,000.0000 240,000.00 0.040 9,600.00 0.040 9,600 022 PREPARE STORM WATER POLLUTION PREVENTION LS 6,000.0000 6,000.00 0.000 0 PLAN PROGRAM CAS145 PAGE 2 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:20 PM ESTIMATE NO. 002 BID OPENING 10/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: YONG PAK DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,500.00 0.000 0 024 STORM WATER SAMPLING AND ANALYSIS DAY EA 575.0000 4,600.00 0.000 0 025 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 026 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.9000 35,135.10 7,808.000 7,027.20 7,808.000 7,027 MATRIX) 027 TEMPORARY CHECK DAM LF 10.5000 30,954.00 0.000 0 028 TEMPORARY DRAINAGE INLET PROTECTION (F) EA 920.0000 86,480.00 0.000 0 (F) 029 TEMPORARY FIBER ROLL LF 9.1000 316,179.50 1,000.000 9,100.00 1,000.000 9,100 030 TEMPORARY REINFORCED SILT FENCE LF 9.0000 9,351.00 1,039.000 9,351.00 1,039.000 9,351 031 TEMPORARY SILT FENCE LF 8.9000 28,239.70 1,750.000 15,575.00 1,750.000 15,575 032 TEMPORARY CONSTRUCTION ENTRANCE (F) EA 15,000.0000 255,000.00 1.000 15,000.00 1.000 15,000 (F) 033 STREET SWEEPING LS 980,000.0000 980,000.00 0.040 39,200.00 0.040 39,200 034 TEMPORARY CONCRETE WASHOUT (F) LS 84,300.0000 84,300.00 0.000 0 (F) 035 ASBESTOS COMPLIANCE PLAN LS 5,800.0000 5,800.00 0.000 0 036 HEALTH AND SAFETY PLAN LS 5,800.0000 5,800.00 1.000 5,800 037 MANAGE SOLID WASTE GENERATED BY THE HR 285.0000 257,925.00 0.000 0 PUBLIC 038 TREATED WOOD WASTE LB 0.3800 58,626.40 0.000 0 039 REMOVE CONCRETE (CY) CY 335.0000 123,280.00 0.000 0 040 TEMPORARY PROTECTION FENCE (ROPE) LF 10.0000 33,360.00 1,869.000 18,690.00 1,869.000 18,690 041 CLEARING AND GRUBBING (F) (ACRE) ACRE 36,700.0000 653,260.00 5.211 191,243.70 5.211 191,243 (F) 042 DUST PALLIATIVE (GAL) GAL 6.5000 68,250.00 472.500 3,071.25 472.500 3,071 (F) 043 ROADWAY EXCAVATION (F) CY 57.2500 3,297,600.00 342.000 19,579.50 342.000 19,579 (F) 044 STRUCTURE EXCAVATION (RETAINING WALL) CY 95.0000 69,255.00 0.000 0 (F) 045 STRUCTURE EXCAVATION (SOUND WALL) CY 1,150.0000 82,800.00 0.000 0 (F) 046 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 220.0000 17,160.00 0.000 0 (F) 047 STRUCTURE EXCAVATION (GROUND ANCHOR CY 175.0000 43,750.00 0.000 0 (F) WALL) 048 STRUCTURE BACKFILL (RETAINING WALL) CY 229.0000 170,834.00 0.000 0 (F) 049 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 230.0000 5,290.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:20 PM ESTIMATE NO. 002 BID OPENING 10/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: YONG PAK DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 370.0000 4,070.00 0.000 0 (F) 051 MECHANICALLY STABILIZED LAYER (GEOGRID SQFT 18.6000 103,192.80 0.000 0 (F) CLASS R3) 052 MECHANICALLY STABILIZED LAYER (GEOGRID SQYD 8.3000 253,017.20 0.000 0 (F) CLASS R2) 053 ROADSIDE CLEARING LS 77,000.0000 77,000.00 0.000 0 054 ROCK BLANKET SQFT 64.0000 9,344.00 0.000 0 055 ROCK MULCH (TYPE 1) SQFT 8.2500 19,107.00 0.000 0 056 ROCK MULCH (TYPE 2) SQFT 8.0000 81,544.00 0.000 0 057 ROCK MULCH (TYPE 3) SQFT 10.0000 11,550.00 0.000 0 058 ROCK MULCH (TYPE 4) SQFT 25.0000 5,000.00 0.000 0 059 WEED GERMINATION SQYD 0.3000 23,119.50 0.000 0 060 PACKET FERTILIZER EA 0.4000 18,002.40 0.000 0 061 PLANT (GROUP I) EA 4.5500 498,147.65 0.000 0 062 PLANT (GROUP A) EA 14.5000 608,623.00 0.000 0 063 PLANT (GROUP B) EA 35.0000 41,965.00 0.000 0 064 PLANT (GROUP U) EA 232.0000 56,376.00 0.000 0 065 SOD SQYD 52.0000 121,680.00 0.000 0 066 EXISTING TREE PRUNING LS 9,000.0000 9,000.00 0.000 0 067 MAINTAIN EXISTING PLANTED AREAS LS 48,000.0000 48,000.00 0.000 0 068 PLANT ESTABLISHMENT WORK LS 300,000.0000 300,000.00 0.000 0 069 WOOD MULCH CY 136.0000 171,360.00 0.000 0 070 CHECK AND TEST EXISTING IRRIGATION LS 25,000.0000 25,000.00 0.000 0 FACILITIES 071 REMOVE IRRIGATION FACILITY LS 2,600.0000 2,600.00 0.000 0 072 CONTROL AND NEUTRAL CONDUCTORS LS 200,000.0000 200,000.00 0.000 0 073 1 1/2" REMOTE CONTROL VALVE EA 910.0000 85,540.00 0.000 0 074 AUTO FLUSH VALVE & AIR/VACUUM RELIEF EA 360.0000 1,080.00 0.000 0 VALVE 075 MANUAL FILTER & PRESSURE REGULATOR VALVE EA 640.0000 640.00 0.000 0 076 RECYCLED WATER IDENTIFICATION AND LS 13,300.0000 13,300.00 0.000 0 WARNING SIGNS PROGRAM CAS145 PAGE 4 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:20 PM ESTIMATE NO. 002 BID OPENING 10/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: YONG PAK DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 10" SUPPLY LINE (BRIDGE) LF 416.0000 104,000.00 0.000 0 (F) 078 5/8" DRIP IRRIGATION TUBING LF 3.3000 3,828.00 0.000 0 (F) 079 TREE WELL SPRINKLER ASSEMBLY EA 72.0000 17,568.00 0.000 0 080 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 75.0000 30,825.00 0.000 0 081 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 139.0000 50,318.00 0.000 0 082 RISER SPRINKLER ASSEMBLY EA 75.0000 31,275.00 0.000 0 083 POP-UP SPRINKLER ASSEMBLY EA 92.0000 3,312.00 0.000 0 084 REPLACE VALVE BOX COVER EA 29.0000 261.00 0.000 0 085 2" GATE VALVE EA 810.0000 22,680.00 0.000 0 086 3" GATE VALVE EA 2,030.0000 12,180.00 0.000 0 087 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.5000 109,135.00 0.000 0 (F) LINE) 088 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.2500 108,206.25 0.000 0 (F) (SUPPLY LINE) 089 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 39,096.00 0.000 0 (F) (SUPPLY LINE) 090 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.0000 22,860.00 0.000 0 (F) LINE) 091 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 128,760.00 0.000 0 (F) (SUPPLY LINE) 092 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 18.8000 164,030.00 0.000 0 (F) LINE) 093 4" PLASTIC PIPE (CLASS 315) (SUPPLY LF 26.0000 125,840.00 0.000 0 (F) LINE) 094 10" C-900 (DR-14) PVC PIPE (RECYCLED LF 260.0000 350,740.00 0.000 0 WATER DISTRIBUTION LINE) 095 2" COMBINATION AIR RELEASE VALVE EA 210.0000 420.00 0.000 0 096 10" CORRUGATED HIGH DENSITY POLYETHYLENE LF 152.0000 63,840.00 0.000 0 PIPE CONDUIT 097 COMPOST SOCK LF 13.1500 520,766.30 0.000 0 098 HYDROSEED SQFT 0.1800 108,915.48 0.000 0 099 COMPOST (CY) CY 65.0000 56,745.00 0.000 0 100 INCORPORATE MATERIALS SQFT 0.4300 6,624.15 0.000 0 101 CLASS 2 AGGREGATE BASE (F) (CY) CY 110.0000 1,167,870.00 0.000 0 (F) 102 LEAN CONCRETE BASE RAPID SETTING CY 767.0000 855,972.00 0.000 0 103 REPLACE BASE CY 1,780.0000 71,200.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:20 PM ESTIMATE NO. 002 BID OPENING 10/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: YONG PAK DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ASPHALTIC EMULSION (FOG SEAL COAT) TON 3,400.0000 10,540.00 0.000 0 105 HOT MIX ASPHALT (TYPE A) TON 220.0000 2,143,460.00 0.000 0 106 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 291.0000 542,424.00 0.000 0 107 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.8000 9,790.40 0.000 0 108 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.7000 40,561.20 0.000 0 109 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.8000 82,447.00 0.000 0 110 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 182.0000 260,988.00 0.000 0 AREA) 111 TACK COAT TON 1,140.0000 7,980.00 0.000 0 112 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 440.0000 48,400.00 0.000 0 113 REMOVE ASPHALT CONCRETE DIKE LF 4.2500 49,257.50 0.000 0 114 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 26.5000 57,955.50 0.000 0 115 JOINTED PLAIN CONCRETE PAVEMENT (F) CY 523.5000 2,916,942.00 0.000 0 (F) 116 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 1,348.0000 1,806,320.00 0.000 0 117 SPALL REPAIR (POLYESTER CONCRETE) SQYD 3,689.2000 162,324.80 0.000 0 118 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 2,438.8300 426,795.25 0.000 0 119 ISOLATION JOINT SEAL (SILICONE) LF 21.0000 185,472.00 0.000 0 120 GRIND EXISTING CONCRETE PAVEMENT SQYD 8.5000 33,354.00 0.000 0 121 GRIND EXISTING BRIDGE DECK SQYD 72.0000 19,224.00 0.000 0 122 GROUND ANCHOR (SUBHORIZONTAL) EA 4,710.0000 263,760.00 0.000 0 123 SOIL NAIL LF 120.0000 132,000.00 0.000 0 124 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 567,840.00 0.000 0 (BARRIER) 125 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 230.0000 66,010.00 0.000 0 (SOUND WALL) 126 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,805.0000 1,141,635.00 0.000 0 (SIGN FOUNDATION) 127 STRUCTURAL CONCRETE, BRIDGE CY 12,290.0000 282,670.00 0.000 0 (F) 128 STRUCTURAL CONCRETE, RETAINING WALL CY 1,310.0000 247,590.00 0.000 0 (F) 129 STRUCTURAL CONCRETE, SOUND WALL CY 2,000.0000 114,000.00 0.000 0 (F) 130 STRUCTURAL CONCRETE, WALL FACING CY 2,535.0000 342,225.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:20 PM ESTIMATE NO. 002 BID OPENING 10/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: YONG PAK DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, HEADWALL CY 8,700.0000 687,300.00 0.000 0 (F) 132 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,095.0000 1,034,285.00 0.000 0 (F) 133 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,612.0000 591,604.00 0.000 0 R MODIFIED) 134 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 3,860.0000 127,380.00 0.000 0 (F) 135 MINOR CONCRETE (MINOR STRUCTURE) CY 6,000.0000 18,000.00 0.000 0 (F) 136 PAVING NOTCH EXTENSION CF 550.0000 99,000.00 0.000 0 137 CONCRETE SURFACE TEXTURE (RANDOM FLUTE) SQFT 16.5000 64,927.50 0.000 0 (F) 138 DRILL AND BOND DOWEL LF 105.0000 40,005.00 0.000 0 139 CLEAN EXPANSION JOINT LF 90.0000 7,200.00 0.000 0 140 JOINT SEAL (MR 1/2") LF 236.0000 74,104.00 0.000 0 141 BAR REINFORCING STEEL (BRIDGE) LB 3.8500 40,151.65 0.000 0 (F) 142 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8500 65,232.40 0.000 0 (F) 143 STRUCTURAL SHOTCRETE CY 1,565.0000 214,405.00 0.000 0 (F) 144 FURNISH SIGN STRUCTURE (TUBULAR) LB 7.1000 1,111,576.00 0.000 0 (F) 145 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.7200 112,723.20 0.000 0 (F) 146 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 7.7500 127,030.25 0.000 0 (F) (F) 147 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.6000 9,834.60 0.000 0 (F) (F) 148 REMOVE PEDESTRIAN BARRICADE EA 575.0000 10,925.00 0.000 0 149 REMOVE SIGN STRUCTURE (EA) EA 4,200.0000 42,000.00 0.000 0 150 PEDESTRIAN BARRICADE EA 4,000.0000 16,000.00 0.000 0 151 SOUND WALL (MASONRY BLOCK) SQFT 58.0000 198,012.00 0.000 0 (F) 152 PUBLIC SAFETY PLAN LS 11,500.0000 11,500.00 0.000 0 153 RAPID SETTING CONCRETE (PATCH) CF 390.0000 58,110.00 0.000 0 154 REMOVE RETAINING WALL (LF) LF 107.0000 9,951.00 0.000 0 155 REMOVE UNSOUND CONCRETE CF 112.0000 16,688.00 0.000 0 156 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.9000 35,170.20 0.000 0 157 FURNISH POLYESTER CONCRETE OVERLAY CF 128.0000 416,896.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:20 PM ESTIMATE NO. 002 BID OPENING 10/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: YONG PAK DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.4400 251,662.32 0.000 0 (F) 159 BRIDGE REMOVAL (PORTION) LS 160,000.0000 160,000.00 0.000 0 160 18" ALTERNATIVE PIPE CULVERT (F) LF 199.0000 23,084.00 0.000 0 (F) 161 24" ALTERNATIVE PIPE CULVERT (F) LF 198.0000 760,320.00 0.000 0 (F) 162 18" REINFORCED CONCRETE PIPE (F) LF 216.7000 197,197.00 0.000 0 (F) 163 24" REINFORCED CONCRETE PIPE (F) LF 359.7100 237,768.31 0.000 0 (F) 164 30" REINFORCED CONCRETE PIPE (F) LF 800.0000 324,800.00 0.000 0 (F) 165 36" REINFORCED CONCRETE PIPE (F) LF 922.0000 35,036.00 0.000 0 (F) 166 48" REINFORCED CONCRETE PIPE (F) LF 651.0000 710,241.00 0.000 0 (F) 167 60" REINFORCED CONCRETE PIPE (F) LF 933.0000 553,269.00 0.000 0 (F) 168 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 380.0000 30,780.00 0.000 0 (.138" THICK) 169 GRATED LINE DRAIN (F) LF 610.0000 107,360.00 0.000 0 (F) 170 18" CONCRETE FLARED END SECTION EA 7,500.0000 7,500.00 0.000 0 171 24" CONCRETE FLARED END SECTION EA 9,000.0000 9,000.00 0.000 0 172 36" CONCRETE FLARED END SECTION EA 12,000.0000 12,000.00 0.000 0 173 24" ALTERNATIVE FLARED END SECTION EA 2,900.0000 2,900.00 0.000 0 174 36" REINFORCED CONCRETE PIPE RISER LF 950.0000 9,025.00 0.000 0 175 36" CONCRETE PIPE INLET LF 6,000.0000 18,000.00 0.000 0 176 REMOVE OVERSIDE DRAIN EA 2,400.0000 2,400.00 0.000 0 177 REMOVE CULVERT (F) (LF) LF 73.0000 137,094.00 0.000 0 (F) 178 REMOVE INLET (F) EA 2,800.0000 53,200.00 0.000 0 (F) 179 REMOVE HEADWALL EA 2,600.0000 5,200.00 0.000 0 180 ADJUST INLET EA 4,200.0000 21,000.00 0.000 0 181 MODIFY INLET EA 9,500.0000 9,500.00 0.000 0 182 REMOVE CONCRETE (CHANNEL) CY 118.0000 10,502.00 0.000 0 183 CAP INLET EA 2,000.0000 4,000.00 0.000 0 184 CLEAN SLOTTED CORRUGATED STEEL PIPE EA 6,300.0000 6,300.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:20 PM ESTIMATE NO. 002 BID OPENING 10/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: YONG PAK DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVE SLOPE PAVING (SQYD) SQYD 32.0000 34,304.00 0.000 0 186 CONCRETE (DITCH LINING) (F) CY 855.0000 199,215.00 0.000 0 (F) 187 CONCRETE (CONCRETE APRON) (F) CY 1,700.0000 85,000.00 0.000 0 (F) 188 SLOPE PAVING (ROCK COBBLE) (SQFT) SQFT 46.0000 263,672.00 0.000 0 189 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 395.0000 496,910.00 740.000 292,300.00 740.000 292,300 METHOD B) (CY) 190 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 330.0000 8,580.00 0.000 0 METHOD B) (CY) 191 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 277.0000 159,552.00 0.000 0 METHOD B) (CY) 192 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 235.0000 382,345.00 736.000 172,960.00 736.000 172,960 METHOD B) (CY) 193 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.4000 55,182.40 1,801.000 18,730.40 1,801.000 18,730 194 MINOR CONCRETE (GUTTER) (LF) LF 39.0000 22,776.00 0.000 0 195 DETECTABLE WARNING SURFACE SQFT 62.5000 44,562.50 0.000 0 196 MINOR CONCRETE (MISCELLANEOUS CY 1,535.0000 686,145.00 0.000 0 (F) CONSTRUCTION) (F) 197 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 22.0000 329,120.00 0.000 0 (F) CONCRETE) (F) 198 PRE/POST CONSTRUCTION SURVEYS EA 2,850.0000 114,000.00 0.000 0 199 MISCELLANEOUS IRON AND STEEL LB 4.5000 133,204.50 0.000 0 (F) 200 STAIN GALVANIZED SURFACES (LF) LF 35.0000 16,065.00 0.000 0 201 TEMPORARY FENCE (TYPE CL-6) LF 28.0000 11,788.00 0.000 0 202 CHAIN LINK FENCE (TYPE CL-6) LF 53.0000 50,774.00 0.000 0 203 CHAIN LINK FENCE (TYPE CL-6 MOD) LF 350.0000 5,250.00 0.000 0 204 4' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 0.000 0 205 REMOVE FENCE LF 25.0000 7,125.00 0.000 0 206 REMOVE CHAIN LINK FENCE LF 13.0000 14,105.00 0.000 0 207 REMOVE GATE EA 463.0000 463.00 0.000 0 208 DELINEATOR (CLASS 1) EA 109.0000 33,899.00 0.000 0 209 GUARD RAILING DELINEATOR EA 55.0000 23,045.00 0.000 0 210 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0500 68,141.25 0.000 0 211 MARKER EA 55.0000 6,435.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:20 PM ESTIMATE NO. 002 BID OPENING 10/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: YONG PAK DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 480.0000 480.00 0.000 0 213 REMOVE ROADSIDE SIGN EA 270.0000 12,420.00 0.000 0 214 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 244.0000 1,464.00 0.000 0 BRACKET METHOD) 215 RESET ROADSIDE SIGN EA 475.0000 2,375.00 0.000 0 216 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 53.0000 104,993.00 0.000 0 217 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 11,206.00 0.000 0 (0.063"-UNFRAMED) 218 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 5,740.00 0.000 0 (0.080"-UNFRAMED) 219 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.5000 4,278.50 0.000 0 (0.063"-FRAMED) 220 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 880.00 0.000 0 (0.080"-FRAMED) 221 METAL (ROADSIDE SIGN) LB 15.0000 4,200.00 0.000 0 222 ROADSIDE SIGN - ONE POST EA 485.0000 46,560.00 0.000 0 223 ROADSIDE SIGN - TWO POST EA 1,225.0000 11,025.00 0.000 0 224 SIGN POST SUPPORT SYSTEM EA 6,000.0000 60,000.00 0.000 0 225 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 3,060.00 0.000 0 METHOD) 226 INSTALL SIGN (MAST-ARM MOUNTED) EA 655.0000 3,930.00 0.000 0 227 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 24.0000 4,608.00 0.000 0 228 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 300.0000 600.00 0.000 0 POST 229 MIDWEST GUARDRAIL SYSTEM LF 45.3000 776,442.00 0.000 0 230 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 51.0000 12,036.00 0.000 0 231 VEGETATION CONTROL (MINOR CONCRETE) SQYD 153.0000 1,166,625.00 0.000 0 232 CABLE RAILING LF 44.0000 20,196.00 0.000 0 (F) 233 TRANSITION RAILING (TYPE WB-31) EA 6,400.0000 83,200.00 0.000 0 234 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,810.0000 47,770.00 0.000 0 235 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,500.0000 99,000.00 0.000 0 236 CONCRETE BARRIER (TYPE 60M) (F) LF 1,735.0000 52,050.00 0.000 0 (F) 237 CONCRETE BARRIER (TYPE 60MC MODIFIED) LF 1,242.0000 505,494.00 0.000 0 (F) 238 CONCRETE BARRIER (TYPE 836SV MOD) LF 275.0000 397,375.00 0.000 0 (F) PROGRAM CAS145 PAGE 10 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:20 PM ESTIMATE NO. 002 BID OPENING 10/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: YONG PAK DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 414.0000 207,414.00 0.000 0 (F) 240 CONCRETE BARRIER (TYPE 842A MODIFIED) LF 275.0000 52,250.00 0.000 0 (F) 241 REMOVE GUARDRAIL LF 10.5000 120,382.50 1,267.000 13,303.50 1,267.000 13,303 242 SALVAGE METAL BRIDGE RAILING LF 26.0000 11,362.00 0.000 0 243 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.9000 349,494.10 0.000 0 WET NIGHT VISIBILITY) 244 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 1,275.40 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 245 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 9,951.25 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 246 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4500 240,657.95 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 247 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 793.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 248 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.9200 17,447.04 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 249 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.7000 2,870.10 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 250 12" THERMOPLASTIC TRAFFIC STRIPE LF 3.7000 78,269.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 251 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.6000 29,387.80 0.000 0 252 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.7500 102,110.75 0.000 0 (WARRANTY) (BROKEN 12-3) 253 METHYL METHACRYLATE PAVEMENT MARKING SQFT 8.7000 102,085.80 0.000 0 254 CONTRAST STRIPE PAINT (2-COAT) LF 0.5200 104,815.88 0.000 0 255 REMOVE TRAFFIC STRIPE LF 0.6000 30,517.80 0.000 0 256 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.1500 7,457.55 0.000 0 (WARRANTY) (BROKEN 17-7) 257 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.5900 699,091.47 0.000 0 (WARRANTY) (BROKEN 36-12) 258 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 14.9000 218,687.30 0.000 0 (WARRANTY) 259 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.2000 272,402.00 0.000 0 (WARRANTY) (BROKEN 36-12) 260 FLASHING BEACON SYSTEM LS 45,000.0000 45,000.00 0.000 0 261 ROADSIDE UNIT SYSTEM LS 1,350,000.0000 1,350,000.00 0.000 0 262 WRONG WAY DETECTION SYSTEM LS 230,000.0000 230,000.00 0.000 0 263 CHANGEABLE MESSAGE SIGN SYSTEM LS 100,000.0000 100,000.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:20 PM ESTIMATE NO. 002 BID OPENING 10/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: YONG PAK DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 CAMERA SYSTEMS LS 145,000.0000 145,000.00 0.000 0 265 FIBER OPTIC CABLE SYSTEMS LS 705,600.0000 705,600.00 0.000 0 266 MODIFYING LIGHTING SYSTEMS LS 1,000,000.0000 1,000,000.00 0.000 0 267 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 2,100,000.0000 2,100,000.00 0.000 0 268 MODIFYING RAMP METERING SYSTEMS LS 660,000.0000 660,000.00 0.000 0 269 SUBSURFACE LOCATOR LS 280,000.0000 280,000.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 12/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T36U4 TIME 12:20 PM ESTIMATE NO. 002 BID OPENING 10/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: YONG PAK DATE OF THIS ESTIMATE 12/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,242,194.86 4,151,615.49 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,242,194.86 4,151,615.49 270 MOBILIZATION LS 7,252,000.0000 7,252,000.00 0.500 3,626,000.00 0.500 3,626,000 ORIGINAL CONTRACT AMOUNT 72,520,000.00 TOTAL WORK COMPLETED 4,868,194.86 7,777,615.49 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,868,194.86 7,777,615.49 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 11/20/23 650 11/27/23 11/27/23 07/31/26 16 2 0 0 11% 2% PROGRESS IS SATISFACTORY YONG PAK RESIDENT ENGINEER