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 07/21/23 EST. NO. 057 TIME 07:42 PM R.E. NAME: PAK, YONG 11-2T2184 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0376 4,548.10 E.W. @ F.A.(+) 090622 N 0925.0 0432 2,193.20 082922 N 1002.0 0433 2,307.80 083022 N 1003.0 0434 2,615.90 083122 N 1004.0 0435 3,491.19 090122 N 1005.0 0436 3,091.05 090222 N 1006.0 0438 4,362.04 090922 N 1008.0 0439 3,215.68 083022 N 1009.0 003 0322 3,188.62 E.W. @ F.A.(+) 032823 N 1082.0 0324 1,529.41 042423 N 1084.0 0327 494.95 110722 N 1091.0 0330 437.16 122922 N 1094.0 0331 1,117.38 010323 N 1095.0 0333 1,130.72 010423 N 1097.0 0334 545.71 010523 N 1098.0 0335 682.15 010623 N 1099.0 0337 500.72 011123 N 1101.0 0339 451.83 013023 N 1103.0 0341 583.85 022323 N 1109.0 0342 389.23 022423 N 1110.0 0344 583.85 030123 N 1113.0 0345 556.95 032023 N 1119.0 0346 826.12 041323 N 1057.1 0347 241.55 022723 N 1031.3 0348 610.30 020323 N 1105.0 021 0004 1,968.56 E.W. @ F.A.(+) 032421 N 355580 0005 1,019.73 032521 N 355590 074 0001 172,996.00 E.W. @ U.P (+) 071123 N 0001 0 0002 126,735.00 E.W. @ L.S.(+) 070723 N 0002 0 0003 15,160.00 070723 N 0003 0 357,574.75 TOTAL THIS ESTIMATE 20,843,608.06 TOTAL PREVIOUS ESTIMATE 21,201,182.81 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 07/21/23 EST. NO. 057 TIME 07:42 PM R.E. NAME: PAK, YONG 11-2T2184 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE PICKUP15TH -8,000.00 018 CIDH PILE 64 REPAIR -1,000.00 020 OHSS ANOMALY DEDUCT -8,000.00 049 0.00 -17,000.00 LABOR COMPLIANCE VIOLATION DEL JUN 19 CPR -2,000.00 008 DEL JUL 19 CPR -1,000.00 009 PRTL JUN 19 DEL 1,000.00 010 DEL SEPT 19 CPR -1,000.00 011 DEL DEC 19 OTH -10,000.00 014 RECD JUL 19 DEL 1,000.00 014 RECD JUN 19 DEL 1,000.00 014 RECD SEP 19 DEL 1,000.00 014 DEL DEC 2020 CPR -10,000.00 026 RECD DEC2019 DEL/OTH 10,000.00 026 DEL DEC 2021 CPR -10,000.00 039 RECD DEC 20 DEL 10,000.00 040 DEL APRIL 2022 CPR -10,000.00 043 PRTL DEL DEC 2021 5,000.00 044 PRTL DEL APRIL 2021 5,000.00 044 DEL FEB 23 CPR -5,000.00 053 0.00 -15,000.00 TOTAL DEDUCTIONS 0.00 -32,000.00 PROGRAM CAS145 PAGE 1 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 LOCATION PROGRESS ESTIMATE 11-SD-5-R38.4/R47.3 ----------------- FLATIRON-SKANSKA-STACY AND IN SAN DIEGO COUNTY IN ENCINITAS WITBECK A JOINT VENTURE AND CARLSBAD FROM SAN ELIJO LAGOON 12121 SCRIPPS SUMMIT DR #400 BRIDGE TO 0.3 MILE NORTH OF PALOMAR SAN DIEGO, CA 92131 AIRPORT ROAD OVERCROSSING FED. AID NO. 6211-130 ( ) CONSTRUCT HOV LANES, ITS ELEMENTS, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 13,000.0000 13,000.00 0.750 9,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 25,000.0000 16,750,000.00 670.000 16,750,000 004 BONDS AND INSURANCE LS 8,400,000.0000 8,400,000.00 1.000 8,400,000 005 DEVELOP WATER SUPPLY LS 585,000.0000 585,000.00 1.000 585,000 006 QUALITY VALIDATION LS 3,950,000.0000 3,950,000.00 1.000 3,950,000 007 CONSTRUCTION AREA SIGNS LS 412,000.0000 412,000.00 0.020 8,240.00 0.970 399,640 008 TRAFFIC CONTROL SYSTEM LS 3,615,000.0000 3,615,000.00 1.000 3,615,000 009 TYPE III BARRICADE EA 150.0000 2,250.00 11.000 1,650 (F) 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.7500 15,203.00 5,417.500 31,150 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 53,740.40 220,956.000 88,382 012 PLASTIC TRAFFIC DRUMS EA 55.0000 25,575.00 567.000 31,185 (F) 013 TEMPORARY PAVEMENT MARKER EA 3.7500 8,227.50 10,404.000 39,015 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 160,000.00 16.000 160,000 (F) 015 TEMPORARY RAILING (TYPE K) LF 19.0000 3,691,700.00 213,392.000 4,054,448 016 TEMPORARY PORTABLE CONCRETE BARRIER LF 53.0000 8,268.00 156.000 8,268 (TYPE 60K) 017 TEMPORARY CRASH CUSHION MODULE EA 290.0000 263,610.00 930.000 269,700 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 10,300.0000 247,200.00 33.000 339,900 (GATING) 019 JOB SITE MANAGEMENT LS 275,000.0000 275,000.00 1.000 275,000 020 PREPARE STORM WATER POLLUTION PREVENTION LS 11,000.0000 11,000.00 0.750 8,250 PLAN 021 RAIN EVENT ACTION PLAN EA 275.0000 15,675.00 38.000 10,450 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 9,900.00 19.000 10,450 PROGRAM CAS145 PAGE 2 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 1,300.0000 3,900.00 1.000 1,300.00 5.000 6,500 024 TEMPORARY HYDRAULIC MULCH SQYD 0.8300 696,657.18 558,409.420 463,479 (BONDED FIBER MATRIX) 025 TEMPORARY CHECK DAM LF 10.2000 52,958.40 6,026.000 61,465 026 TEMPORARY DRAINAGE INLET PROTECTION EA 750.0000 273,750.00 365.000 273,750 (F) 027 TEMPORARY FIBER ROLL LF 5.6000 388,343.20 235,737.000 1,320,127 028 TEMPORARY CONSTRUCTION ENTRANCE EA 22,000.0000 484,000.00 22.000 484,000 (F) 029 STREET SWEEPING LS 1,150,000.0000 1,150,000.00 1.000 1,150,000 030 TEMPORARY CONCRETE WASHOUT LS 355,000.0000 355,000.00 1.000 355,000 (F) 031 TEMPORARY PROTECTION AREA FENCE (ROPE) LF 6.0000 391,740.00 68,497.000 410,982 032 HEALTH AND SAFETY PLAN LS 2,750.0000 2,750.00 1.000 2,750 033 ADL BURIAL LOCATION REPORT LS 550.0000 550.00 1.000 550 034 TREATED WOOD WASTE LB 0.4200 189,720.72 375,309.000 157,629 035 REMOVE PIPE AND DISPOSE AC PIPE LF 90.0000 12,870.00 143.000 12,870 (F) 036 REMOVE CONCRETE (CY) CY 100.0000 270,600.00 2,998.800 299,880 037 CLEARING AND GRUBBING (ACRE) ACRE 33,700.0000 3,100,400.00 97.457 3,284,300 (F) 038 DUST PALLIATIVE GAL 3.6000 248,076.00 0.000 0 039 ROADWAY EXCAVATION CY 26.0000 7,075,068.00 272,665.483 7,089,302 (F) 040 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 36,450.00 0.000 0 041 ROADWAY EXCAVATION (TYPE R-1) CY 39.0000 2,692,599.00 69,040.996 2,692,598 (AERIALLY DEPOSITED LEAD) 042 ROADWAY EXCAVATION (TYPE R-2) CY 45.0000 1,491,570.00 33,146.100 1,491,574 (AERIALLY DEPOSITED LEAD) 043 STRUCTURE BACKFILL (RETAINING WALL) CY 175.0000 130,550.00 0.000 0 044 DITCH EXCAVATION CY 55.0000 121,440.00 2,141.000 117,755 045 MECHANICALLY STABILIZED LAYER SQYD 4.8000 1,338,840.00 278,201.000 1,335,364 (F) (GEOGRID CLASS R2) 046 MECHANICALLY STABILIZED LAYER SQYD 10.0000 180,830.00 18,310.000 183,100 (F) (GEOGRID CLASS R3) 047 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 62.0000 636,740.00 10,270.000 636,740 (F) 048 GEOSYNTHETIC REINFORCED SLOPE SQFT 24.0000 910,920.00 37,955.000 910,920 (F) 049 ROADSIDE CLEARING LS 200,000.0000 200,000.00 1.000 200,000 PROGRAM CAS145 PAGE 3 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROCK BLANKET SQFT 12.0000 63,720.00 12,176.000 146,112 051 WEED GERMINATION SQYD 0.1700 63,382.80 5,034.000 855.78 392,654.000 66,751 052 RELOCATE IRRIGATION CONTROLLER EA 3,500.0000 3,500.00 0.000 0 053 PACKET FERTILIZER EA 0.1400 41,353.20 9,425.000 1,319.50 254,496.000 35,629 054 SLOW-RELEASE FERTILIZER LB 0.6000 598.80 136.536 81.92 1,160.694 696 055 PLANT (GROUP F) EA 1.5000 40,852.50 27,235.000 40,852 056 PLANT (GROUP I) EA 4.0000 540,392.00 192,985.000 771,940 057 PLANT (GROUP K) EA 420.0000 50,400.00 125.000 52,500 058 PLANT (GROUP A) EA 8.0000 2,151,672.00 8,498.000 67,984.00 228,206.000 1,825,648 059 PLANT (GROUP B) EA 21.0000 272,790.00 927.000 19,467.00 15,861.000 333,081 060 PLANT (GROUP U) EA 180.0000 225,360.00 22.000 3,960.00 996.000 179,280 061 SOD SQYD 25.0000 83,975.00 346.000 8,650.00 3,308.000 82,700 062 PLANT ESTABLISHMENT WORK LS 175,000.0000 175,000.00 0.060 10,500.00 0.752 131,600 063 ROCK MULCH (TYPE 1) SQFT 4.6500 113,562.30 23,185.000 107,810 064 ROCK MULCH (TYPE 2) SQFT 4.9500 184,229.10 17,153.000 84,907 065 ROCK MULCH (TYPE 3) SQFT 7.2500 172,064.25 18,436.000 133,661 066 ROCK MULCH (TYPE 4) SQFT 7.2500 96,004.50 5,445.000 39,476.25 18,687.000 135,480 067 ROCK MULCH (TYPE 5) SQFT 4.8500 24,400.35 5,031.000 24,400 068 ROCK MULCH (TYPE 6) SQFT 4.1500 61,183.45 14,743.000 61,183 069 BOULDERS EA 175.0000 34,475.00 197.000 34,475 070 TRASH RECEPTACLE EA 2,000.0000 32,000.00 16.000 32,000 071 ASH URNS EA 1,040.0000 11,440.00 11.000 11,440 072 GRAVEL MULCH SQFT 2.4000 748,862.40 329,610.000 791,064 073 DECOMPOSED GRANITE SQFT 2.7500 129,632.25 46,263.000 127,223 074 WOOD MULCH CY 74.7500 2,124,021.25 59.000 4,410.25 4,557.540 340,676 075 EDGING LF 15.0000 42,105.00 2,807.000 42,105 076 REMOVE IRRIGATION FACILITY LS 46,000.0000 46,000.00 1.000 46,000 PROGRAM CAS145 PAGE 4 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONTROL AND NEUTRAL CONDUCTORS LS 1,260,000.0000 1,260,000.00 1.000 1,260,000 078 3" REMOTE CONTROL VALVE (MASTER) EA 4,500.0000 4,500.00 1.000 4,500 079 1" REMOTE CONTROL VALVE WITH PRESSURE EA 520.0000 53,040.00 109.000 56,680 REGULATOR 080 1 1/2" REMOTE CONTROL VALVE WITH EA 590.0000 283,790.00 1.000 590.00 491.000 289,690 PRESSURE REGULATOR 081 2" RECYCLED WATER CONNECTION EA 5,700.0000 11,400.00 1.000 5,700 ASSEMBLY AND ENCLOSURE 082 3" RECYCLED WATER CONNECTION EA 8,000.0000 32,000.00 4.000 32,000 ASSEMBLY AND ENCLOSURE 083 4" RECYCLED WATER CONNECTION EA 15,000.0000 15,000.00 0.750 11,250 ASSEMBLY AND ENCLOSURE 084 AUTOMATIC FLUSH VALVE AND EA 350.0000 7,350.00 21.000 7,350 AIR/VACUUM RELIEF VALVE 085 MANUAL FILTER AND PRESSURE REGULATOR EA 350.0000 1,750.00 5.000 1,750 VALVE 086 48 STATION IRRIGATION CONTROLLER AND EA 17,000.0000 85,000.00 6.000 102,000 ENCLOSURE 087 40 STATION IRRIGATION CONTROLLER AND EA 14,000.0000 70,000.00 5.000 70,000 ENCLOSURE 088 32 STATION IRRIGATION CONTROLLER AND EA 14,000.0000 98,000.00 6.000 84,000 ENCLOSURE 089 16 STATION IRRIGATION CONTROLLER AND EA 2,500.0000 10,000.00 4.000 10,000 ENCLOSURE 090 ANTENNA MAST EA 2,500.0000 15,000.00 6.000 15,000 091 RECYCLED WATER IDENTIFICATION AND LS 12,000.0000 12,000.00 0.801 9,612 WARNING SIGNS 092 DRIP IRRIGATION TUBING LF 2.3000 5,278.50 3,160.000 7,268 093 CERTIFY EXISTING BACKFLOW PREVENTERS LS 5,500.0000 5,500.00 0.000 0 094 3" BACKFLOW PREVENTER ASSEMBLY EA 15,000.0000 15,000.00 0.000 0 095 FLOW SENSOR EA 1,400.0000 11,200.00 9.000 12,600 096 TREE WELL SPRINKLER ASSEMBLY EA 62.0000 87,358.00 1,520.000 94,240 097 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 25.0000 47,725.00 2,004.000 50,100 098 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 34.0000 69,122.00 2,130.000 72,420 099 RISER SPRINKLER ASSEMBLY EA 13.0000 64,870.00 5,446.000 70,798 100 POP-UP SPRINKLER ASSEMBLY EA 34.0000 30,668.00 1,014.000 34,476 101 1 1/2" GATE VALVE EA 485.0000 6,790.00 14.000 6,790 102 2" GATE VALVE EA 520.0000 81,640.00 153.000 79,560 103 3" GATE VALVE EA 1,000.0000 51,000.00 44.000 44,000 PROGRAM CAS145 PAGE 5 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 4" GATE VALVE EA 800.0000 2,400.00 3.000 2,400 105 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.5000 556,110.00 140,459.000 632,065 (F) LINE) 106 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.7500 409,887.00 99,947.000 474,748 (F) (SUPPLY LINE) 107 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.9000 76,092.10 18,045.000 88,420 (F) (SUPPLY LINE) 108 2" PLASTIC PIPE (SCHEDULE 40) LF 5.2500 137,313.75 28,640.000 150,360 (F) (SUPPLY LINE) 109 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.9500 217,014.35 41,828.000 248,876 (F) (SUPPLY LINE) 110 3" PLASTIC PIPE (CLASS 315) LF 10.0000 731,420.00 76,243.000 762,430 (F) (SUPPLY LINE) 111 4" PLASTIC PIPE (CLASS 315) LF 12.0000 262,620.00 24,732.000 296,784 (F) (SUPPLY LINE) 112 6" PLASTIC PIPE (CLASS 315) LF 35.0000 197,680.00 5,648.000 197,680 (F) (SUPPLY LINE) 113 PRESSURE REGULATING VALVE EA 3,000.0000 9,000.00 2.000 6,000 114 2" COMBINATION AIR RELEASE VALVE EA 850.0000 15,300.00 9.000 7,650 115 QUICK COUPLING VALVE EA 526.0000 1,052.00 2.000 1,052 116 CHECK VALVE EA 15.0000 21,135.00 1,498.000 22,470 117 BALL VALVE EA 425.0000 3,400.00 2.000 850.00 8.000 3,400 118 8" CORRUGATED HIGH DENSITY LF 35.0000 11,550.00 688.000 24,080 POLYETHYLENE PIPE CONDUIT 119 10" CORRUGATED HIGH DENSITY LF 45.0000 61,425.00 1,167.000 52,515 POLYETHYLENE PIPE CONDUIT 120 12" CORRUGATED HIGH DENSITY LF 65.0000 15,600.00 240.000 15,600 POLYETHYLENE PIPE CONDUIT 121 8" PVC PIPE CONDUIT LF 40.0000 7,000.00 215.000 8,600 122 10" PVC PIPE CONDUIT LF 48.0000 22,080.00 996.000 47,808 123 12" PVC PIPE CONDUIT LF 65.0000 62,725.00 1,242.000 80,730 124 BIKE RACK EA 750.0000 10,500.00 5.000 3,750.00 9.000 6,750 125 IMPORTED TOPSOIL (CY) CY 65.0000 1,407,965.00 21,334.000 1,386,710 126 COMPOST SOCK LF 4.4500 405,310.45 82,686.000 367,952 127 HYDROSEED SQFT 0.1300 438,321.00 3,066,999.000 398,709 128 COMPOST (CY) CY 45.0000 211,905.00 12.000 540.00 4,900.920 220,541 129 INCORPORATE MATERIALS SQFT 0.1000 3,021.20 7,849.000 784.90 51,064.000 5,106 130 CLASS 2 AGGREGATE BASE (CY) CY 47.5000 4,140,385.00 97,015.620 4,608,241 PROGRAM CAS145 PAGE 6 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 LEAN CONCRETE BASE RAPID SETTING CY 517.0000 2,808,344.00 5,773.032 2,984,657 132 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,320.0000 32,944.00 29.460 68,347 133 HOT MIX ASPHALT (TYPE A) TON 123.0000 9,434,223.00 -2,292.000 -281,916.00 78,242.300 9,623,802 134 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 168.0000 2,150,568.00 6,850.050 1,150,808 135 PLACE HOT MIX ASPHALT DIKE LF 3.7500 266,756.25 79,044.220 296,415 136 PLACE HOT MIX ASPHALT SQYD 47.0000 214,555.00 3,706.000 174,182 (MISCELLANEOUS AREA) 137 TACK COAT TON 920.0000 43,240.00 62.980 57,941 138 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 40.0000 2,960.00 74.000 2,960 139 REMOVE ASPHALT CONCRETE DIKE LF 11.0000 8,140.00 2,273.300 25,006 140 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 219,920.00 11,114.910 222,298 141 JOINTED PLAIN CONCRETE PAVEMENT CY 323.0000 19,531,164.00 61,972.000 20,016,956 (F) 142 JOINTED PLAIN CONCRETE PAVEMENT CY 948.0000 6,180,012.00 6,937.227 6,576,491 (RSC) 143 SPALL REPAIR (FAST-SETTING CONCRETE) SQYD 1,865.0000 419,625.00 0.000 0 144 JOINT SEAL (PREFORMED COMPRESSION) LF 6.0000 82,332.00 13,722.000 82,332 145 ISOLATION JOINT SEAL (SILICONE) LF 14.0000 2,043,202.00 164,641.990 2,304,987 146 GRIND EXISTING CONCRETE SQYD 8.0000 525,552.00 67,088.356 536,706 PAVEMENT 147 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,100.0000 1,294,700.00 1,221.000 1,343,100 PILE (SIGN FOUNDATION) 148 STRUCTURAL CONCRETE, RETAINING WALL CY 630.0000 119,070.00 0.000 0 149 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,565.0000 313,000.00 168.100 263,076 (TYPE R) 150 STRUCTURAL CONCRETE, BOX CULVERT CY 1,400.0000 337,400.00 241.900 338,660 (F) 151 STRUCTURAL CONCRETE, HEADWALL CY 2,100.0000 388,500.00 353.200 741,720 (F) 152 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,850.0000 3,035,250.00 1,230.000 3,505,500 (F) 153 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 1,500.0000 264,000.00 228.700 343,050 (F) 154 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 915,600.00 763.000 915,600 (F) 155 PAVING NOTCH EXTENSION CF 250.0000 29,750.00 124.000 31,000 156 LARGE STRIATED TEXTURE SQFT 37.0000 71,410.00 19.000 703.00 1,948.000 72,076 (F) 157 CONCRETE SURFACE TEXTURE (RANDOM FLUTE) SQFT 21.0000 100,968.00 800.000 16,800 (F) PROGRAM CAS145 PAGE 7 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JOINT SEAL (MR 1") LF 280.0000 49,280.00 430.200 120,456 159 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6000 35,910.40 0.000 0 160 BAR REINFORCING STEEL (BOX CULVERT) LB 2.1500 80,429.35 -1,140.000 -2,451.00 37,409.000 80,429 (F) 161 SHADE STRUCTURE AND KIOSKS LS 220,000.0000 220,000.00 0.000 0 162 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.5500 2,234,345.75 527,365.000 2,399,510 (F) 163 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4000 196,426.00 498,478.000 199,391 (F) 164 FURNISH SIGN STRUCTURE (TRUSS) LB 4.4000 66,000.00 15,000.000 66,000 (F) 165 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5500 8,250.00 15,000.000 8,250 (F) 166 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 11.0000 225,852.00 20,532.000 225,852 (F) WITHOUT WALKWAY) 167 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 6.5000 133,458.00 20,532.000 133,458 (F) WITHOUT WALKWAY) 168 REMOVE SIGN STRUCTURE (EA) EA 1,645.0000 32,900.00 21.000 34,545 169 REMOVE BRIDGE MOUNTED SIGN EA 1,100.0000 15,400.00 14.000 15,400 170 SOUND WALL (LOCATION S6446) LS 1,510,000.0000 1,510,000.00 0.000 0 171 SOUND WALL (LOCATION S652) LS 415,000.0000 415,000.00 0.000 0 172 SOUND WALL (LOCATION S654A) LS 500,000.0000 500,000.00 1.000 500,000 173 SOUND WALL (LOCATION S686A) LS 250,000.0000 250,000.00 1.000 250,000 174 SOUND WALL (LOCATION S686B) LS 385,000.0000 385,000.00 1.000 385,000 175 SOUND WALL (LOCATION S686C) LS 265,000.0000 265,000.00 1.000 265,000 176 SOUND WALL (LOCATION S750A) LS 3,357,000.0000 3,357,000.00 1.000 3,357,000 177 SOUND WALL (LOCATION S750B) LS 1,860,000.0000 1,860,000.00 1.000 1,860,000 178 SOUND WALL (LOCATION WALL1) LS 51,500.0000 51,500.00 1.000 51,500 179 REMOVE RETAINING WALL (LF) LF 28.0000 2,548.00 2,168.000 60,704 180 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000 181 12" ALTERNATIVE PIPE CULVERT LF 72.0000 29,376.00 98.100 7,063 182 18" ALTERNATIVE PIPE CULVERT LF 140.0000 1,338,400.00 10,405.260 1,456,736 183 24" ALTERNATIVE PIPE CULVERT LF 148.0000 2,144,668.00 9,104.600 1,347,480 184 30" ALTERNATIVE PIPE CULVERT LF 200.0000 131,400.00 915.500 183,100 PROGRAM CAS145 PAGE 8 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ASSESSMENT CULVERT CLEANING LF 11.0000 436,975.00 0.000 0 186 ASSESSMENT CULVERT VIDEO RECORDING LF 5.5000 218,487.50 0.000 0 187 18" SLOTTED PLASTIC PIPE DRAIN LF 240.0000 21,600.00 113.000 27,120 188 18" REINFORCED CONCRETE PIPE LF 336.0000 126,000.00 2,579.200 866,611 (F) 189 24" REINFORCED CONCRETE PIPE LF 386.0000 825,268.00 6,427.800 2,481,130 (F) 190 30" REINFORCED CONCRETE PIPE LF 536.0000 126,496.00 412.400 221,046 (F) 191 36" REINFORCED CONCRETE PIPE LF 425.0000 641,325.00 1,375.780 584,706 (F) 192 42" REINFORCED CONCRETE PIPE LF 455.0000 434,980.00 1,641.700 746,973 (F) 193 48" REINFORCED CONCRETE PIPE LF 560.0000 788,480.00 1,413.400 791,504 (F) 194 54" REINFORCED CONCRETE PIPE LF 550.0000 764,500.00 1,390.000 764,500 (F) 195 60" REINFORCED CONCRETE PIPE LF 430.0000 121,690.00 283.000 121,690 (F) 196 66" REINFORCED CONCRETE PIPE LF 620.0000 442,060.00 713.400 442,308 (F) 197 72" REINFORCED CONCRETE PIPE LF 685.0000 1,234,370.00 1,806.000 1,237,110 (F) 198 84" REINFORCED CONCRETE PIPE LF 760.0000 1,583,840.00 2,084.000 1,583,840 (F) 199 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 57.0000 32,034.00 576.000 32,832 200 PRECAST MODULAR INFILTRATION SYSTEM EA 548,000.0000 1,096,000.00 2.000 1,096,000 201 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 84.0000 86,856.00 987.000 82,908 202 18" HDPE DOWNDRAIN LF 130.0000 118,430.00 1,032.200 134,186 203 24" HDPE DOWNDRAIN LF 228.0000 67,716.00 314.300 71,660 204 DRAINAGE INLET MARKER EA 165.0000 3,135.00 0.000 0 205 GRATED LINE DRAIN LF 307.0000 397,872.00 1,163.000 357,041 206 18" ALTERNATIVE FLARED END SECTION EA 1,260.0000 10,080.00 8.000 10,080 (F) 207 24" ALTERNATIVE FLARED END SECTION EA 1,413.0000 12,717.00 2.000 2,826.00 9.000 12,717 (F) 208 36" REINFORCED CONCRETE PIPE RISER LF 565.0000 63,845.00 166.000 93,790 (F) 209 ABANDON CULVERT (LF) LF 68.0000 20,128.00 632.900 43,037 210 REMOVE CULVERT (LF) LF 80.0000 365,840.00 6,705.600 536,448 211 REMOVE INLET EA 2,480.0000 153,760.00 81.000 200,880 PROGRAM CAS145 PAGE 9 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 REMOVE HEADWALL EA 1,270.0000 21,590.00 31.000 39,370 213 ADJUST INLET EA 1,550.0000 20,150.00 21.000 32,550 214 ADJUST MANHOLE TO GRADE EA 1,250.0000 1,250.00 1.000 1,250 215 MODIFY INLET EA 3,850.0000 57,750.00 8.000 30,800 216 PLASTIC PIPE LINER LF 275.0000 275,000.00 2,214.000 608,850 217 CAP INLET EA 1,775.0000 3,550.00 3.000 5,325 218 CLEANING, INSPECTING, AND PREPARING LF 27.4000 926,942.00 0.000 0 CULVERT (LF) 219 CULVERT CONTACT GROUTING CY 1,100.0000 1,100.00 0.000 0 220 GROUT PORTS EA 110.0000 110.00 0.000 0 221 CONCRETE INVERT PAVING CY 1,645.0000 1,645.00 0.000 0 222 CULVERT SLURRY-CEMENT BACKFILL CY 100.0000 5,000.00 50.100 5,010 223 SAND BACKFILL CY 395.0000 12,245.00 31.000 12,245 224 EPDM RUBBER PIPE JOINT SEAL LF 165.0000 900,900.00 0.000 0 225 CURED IN PLACE PIPELINER LF 550.0000 126,500.00 230.000 126,500 226 MACHINE SPIRAL WOUND PVC PIPELINER LF 550.0000 2,051,500.00 0.000 0 (GROUTED) 227 ALTERNATIVE PIPELINER LF 109.0000 2,403,450.00 3,675.000 400,575 228 WELDED STEEL PIPELINER LF 825.0000 1,122,000.00 0.000 0 229 CONCRETE (SLOPE PROTECTION) CY 2,420.0000 21,780.00 20.400 49,368 (F) 230 CONCRETE (DITCH LINING) CY 828.0000 981,180.00 1,448.280 1,199,175 (F) 231 CONCRETE (CONCRETE APRON) CY 1,775.0000 76,325.00 123.010 218,342 (F) 232 ROCK SLOPE PROTECTION CY 242.0000 136,730.00 752.800 182,177 (1/4 T, CLASS V, METHOD B) (CY) 233 ROCK SLOPE PROTECTION CY 270.0000 5,400.00 48.950 13,216 (300 LB, CLASS IV, METHOD B) (CY) 234 ROCK SLOPE PROTECTION CY 195.0000 33,540.00 347.200 67,704 (150 LB, CLASS III, METHOD B) (CY) 235 ROCK SLOPE PROTECTION CY 450.0000 79,200.00 415.200 186,840 (60 LB, CLASS II, METHOD B) (CY) 236 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.5000 18,408.50 2,683.980 14,761 237 MINOR CONCRETE (GUTTER) (LF) LF 53.0000 7,473.00 52.000 2,756 238 DETECTABLE WARNING SURFACE SQFT 35.0000 11,725.00 216.000 7,560.00 565.000 19,775 PROGRAM CAS145 PAGE 10 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 MINOR CONCRETE (MISCELLANEOUS CY 800.0000 646,400.00 867.800 694,240 (F) CONSTRUCTION) 240 MINOR CONCRETE (LITHOCRETE) SQFT 30.0000 821,340.00 6,829.000 204,870.00 19,146.200 574,386 (F) 241 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 14.7500 1,431,708.75 88,374.000 1,303,516 (F) CONCRETE) 242 PRE/POST CONSTRUCTION SURVEYS EA 2,550.0000 22,950.00 0.000 0 243 BOOSTER PUMP ASSEMBLY "ZONE 107" EA 34,000.0000 68,000.00 2.000 68,000 244 BOOSTER PUMP ASSEMBLY "ZONE 106" EA 34,000.0000 34,000.00 1.000 34,000 245 MISCELLANEOUS IRON AND STEEL LB 2.8500 410,474.10 184,593.000 526,090 (F) 246 WEATHERING STEEL ACCENT EA 2,750.0000 189,750.00 69.000 189,750.00 138.000 379,500 (F) 247 12" CML AND C STEEL PIPE LF 750.0000 63,750.00 84.500 63,375 248 12" PVC (C-900, DR-14) LF 190.0000 527,820.00 2,778.000 527,820 249 12" HDPE (DR-9) BYPASS LF 116.0000 338,256.00 2,775.000 321,900 250 12" GATE VALVE EA 8,500.0000 34,000.00 0.000 0 251 2" WATER SERVICE EA 8,125.0000 24,375.00 1.000 8,125 252 3" WATER SERVICE EA 9,000.0000 9,000.00 0.000 0 (CARLSBAD MUNICIPAL WATER DISTRICT) 253 UTILITY-SEGMENT 1-PACKAGE 3 LS 1,041,000.0000 1,041,000.00 0.871 906,711 254 ABANDON 12" PVC LF 7.0000 19,530.00 2,790.000 19,530 255 CITY OF ENCINITAS SANITARY SEWER LS 207,000.0000 207,000.00 0.950 196,650 256 ROCK STAIN SQFT 2.5000 34,775.00 13,910.000 34,775 257 PARKING BUMPER (PRECAST CONCRETE) EA 195.0000 23,400.00 122.000 23,790.00 124.000 24,180 258 TRENCHLESS CULVERT INSTALLATION LF 450.0000 515,250.00 534.000 240,300 259 CHAIN LINK FENCE (TYPE CL-3 MOD) LF 37.0000 148,259.00 4,007.000 148,259 (F) 260 CHAIN LINK FENCE (TYPE CL-4) LF 31.0000 12,493.00 406.000 12,586 (F) 261 LODGE POLE FENCE LF 44.0000 29,700.00 415.000 18,260.00 665.000 29,260 262 CHAIN LINK FENCE (TYPE CL-6) LF 46.0000 284,786.00 280.000 12,880.00 11,897.000 547,262 (F) 263 REMOVE WOOD FENCE LF 33.0000 16,434.00 0.000 0 264 REMOVE CHAIN LINK FENCE LF 11.0000 74,569.00 11,491.000 126,401 265 DELINEATOR (CLASS 1) EA 88.0000 37,664.00 177.000 15,576 PROGRAM CAS145 PAGE 11 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 GUARD RAILING DELINEATOR EA 38.0000 22,914.00 616.000 23,408 267 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 113,897.00 275.000 962.50 25,786.000 90,251 268 TYPE R MARKER EA 109.0000 76,954.00 0.000 0 269 REMOVE ROADSIDE SIGN EA 137.0000 47,128.00 312.000 42,744 270 RESET ROADSIDE SIGN (ONE POST) EA 358.0000 9,666.00 17.000 6,086 271 FURNISH LAMINATED PANEL SIGN FOR SQFT 32.0000 249,344.00 8,063.340 258,026 RETROREFLECTIVE SHEETING(TYPE XI) (1"-TYPE A) 272 FURNISH LAMINATED PANEL SIGN FOR SQFT 28.0000 8,456.00 621.000 17,388 RETROREFLECTIVE SHEETING(TYPE XI) (1"-TYPE B) 273 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 30,440.00 284.790 2,278.32 3,529.800 28,238 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 274 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 27,680.00 11.800 94.40 3,870.420 30,963 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 275 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 14,660.00 707.900 14,158 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 276 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 18,081.00 794.000 16,674 (0.80"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 277 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.7000 78,250.30 296.590 1,393.97 17,454.100 82,034 278 ROADSIDE SIGN - ONE POST EA 325.0000 123,825.00 16.000 5,200.00 370.000 120,250 279 ROADSIDE SIGN-ONE METAL POST-BIKE SIGN EA 360.0000 11,520.00 40.000 14,400 280 ROADSIDE SIGN - TWO POST EA 1,020.0000 55,080.00 54.000 55,080 281 SIGN POST SUPPORT SYSTEM EA 4,440.0000 204,240.00 4.000 17,760.00 38.000 168,720 282 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 138.0000 7,038.00 2.000 276.00 67.000 9,246 METHOD) 283 INSTAL SIGN (MAST-ARM MOUNTED) EA 658.0000 23,688.00 27.000 17,766 284 MIDWEST GUARDRAIL SYSTEM LF 46.0000 1,102,068.00 27,398.000 1,260,308 285 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 53.0000 137,376.00 2,592.000 137,376 286 MIDWEST GUARDRAIL SYSTEM (7' STEEL POST) LF 60.0000 61,500.00 1,025.000 61,500 287 VEGETATION CONTROL (MINOR CONCRETE) SQYD 62.0000 842,642.00 15,325.000 950,150 288 BIKE NODE RAILING LF 520.0000 29,120.00 56.000 29,120 289 TUBULAR RAILING LF 150.0000 25,500.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 290 CHAIN LINK RAILING (TYPE 7) LF 172.0000 24,080.00 140.000 24,080 (F) 291 CABLE RAILING LF 62.0000 77,314.00 1,364.800 84,617 292 TRANSITION RAILING (TYPE WB-31) EA 5,380.0000 96,840.00 17.000 91,460 293 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 40,800.00 36.000 43,200 294 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,800.0000 220,400.00 37.000 214,600 295 ALTERNATIVE CRASH CUSHION EA 54,000.0000 270,000.00 4.000 216,000 296 CONCRETE BARRIER (TYPE 60M) LF 80.0000 6,541,200.00 79,626.750 6,370,140 297 CONCRETE BARRIER (TYPE 60MC) LF 171.0000 243,846.00 845.000 144,495 298 CONCRETE BARRIER (TYPE 60MD) LF 70.0000 13,510.00 198.000 13,860 299 CONCRETE BARRIER (TYPE 60MC MOD) LF 232.0000 498,568.00 1,127.500 261,580 300 CONCRETE BARRIER (TYPE 60M MOD) LF 185.0000 77,700.00 0.000 0 301 CONCRETE BARRIER (TYPE 60SD) LF 560.0000 143,920.00 0.000 0 302 CONCRETE BARRIER (TYPE 60SD MOD) LF 750.0000 37,500.00 0.000 0 303 CONCRETE BARRIER (TYPE 736B) LF 200.0000 66,800.00 334.000 66,800 304 CONCRETE BARRIER (TYPE 742A) LF 130.0000 24,700.00 0.000 0 305 REMOVE GUARDRAIL LF 9.9000 264,864.60 26,028.000 257,677 306 REMOVE CONCRETE BARRIER LF 9.5000 737,361.50 79,381.000 754,119 307 REMOVE CRASH CUSHION (SAND FILLED) EA 1,200.0000 2,400.00 2.000 2,400 308 REMOVE HIGH TENSION CABLE BARRIER LF 3.3000 127,244.70 38,559.000 127,244 309 THERMOPLASTIC PAVEMENT MARKING SQFT 3.8500 103,834.50 2,966.940 11,422.72 31,791.940 122,398 (ENHANCED WET NIGHT VISIBILITY) 310 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 1,131.60 488.000 1,122.40 1,273.000 2,927 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 311 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,312.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 9-3) 312 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 1,137.35 336.000 386.40 916.261 1,053 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 313 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 12,446.40 8,742.000 6,993 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 314 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,381.40 2,540.000 2,286.00 2,540.000 2,286 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) PROGRAM CAS145 PAGE 13 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 315 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2300 150,480.72 1,608.000 369.84 713,154.000 164,025 316 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7700 193,865.98 8,313.000 6,401.01 194,246.260 149,569 (ENHANCED WET NIGHT VISIBILITY) 317 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 263,140.80 1,471.000 1,912.30 158,454.000 205,990 (ENHANCED WET NIGHT VISIBILITY) 318 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 1,465.00 50.000 62.50 50.000 62 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 319 REMOVE PAINTED TRAFFIC STRIPE LF 0.7000 439,637.80 1,710.000 1,197.00 848,743.000 594,120 320 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 14,353.50 30,535.000 21,374 321 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2500 13,587.75 4,608.500 10,369 322 CONTRAST STRIPE LF 0.3400 92,451.10 245,883.000 83,600 323 6" TRAFFIC STRIPE TAPE WITH BLACK FILM LF 2.9500 806,471.00 238,593.000 703,849 (BROKEN 36-12)(WARRANTY) 324 8" TRAFFIC STRIPE TAPE WITH BLACK FILM LF 4.5000 6,025.50 0.000 0 (WARRANTY) 325 8" TRAFFIC STRIPE TAPE WITH BLACK FILM LF 4.0000 45,300.00 2,450.000 9,800 (BROKEN 12-3)(WARRANTY) 326 8" TRAFFIC STRIPE TAPE WITH BLACK FILM LF 4.0000 32,380.00 5,950.000 23,800 (BROKEN 36-12)(WARRANTY) 327 LIGHTING (PAVILION) LS 114,000.0000 114,000.00 0.000 0 328 LIGHTING (BIKE TRAIL) LS 460,000.0000 460,000.00 1.000 460,000 329 LIGHTING (PARKING LOT) LS 275,000.0000 275,000.00 1.000 275,000 330 ELECTRIC VEHICLE CHARGING STATION LS 70,000.0000 70,000.00 0.229 16,030 331 LIGHTING (STREET) LS 118,000.0000 118,000.00 0.837 98,766 332 SIGNAL AND LIGHTING SYSTEM LS 450,000.0000 450,000.00 0.599 269,550 333 WEIGH-IN-MOTION SYSTEM LS 530,000.0000 530,000.00 1.000 530,000 334 CHANGEABLE MESSAGE SIGN SYSTEM LS 40,000.0000 40,000.00 0.549 21,960 335 CLOSED CIRCUIT TELEVISION SYSTEM LS 4,850,000.0000 4,850,000.00 0.961 4,660,850 336 MODIFYING EXISTING ELECTRICAL SYSTEM LS 5,850,000.0000 5,850,000.00 0.986 5,768,100 337 SUBSURFACE LOCATORS LS 55,000.0000 55,000.00 0.600 33,000 338 2" WATER METER CHARGES LS 4,400.0000 4,400.00 1.000 4,400 339 3" WATER METER CHARGES LS 3,800.0000 3,800.00 1.000 3,800 340 IRRIGATION WATER SERVICE CHARGES LS 455,000.0000 455,000.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 07/21/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2184 TIME 07:42 PM ESTIMATE NO. 057 BID OPENING 08/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/23 R.E. NAME: PAK, YONG DATE OF THIS ESTIMATE 07/21/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 402,156.96 193,797,410.19 ADJUSTMENT OF COMPENSATION 0.00 3,733,406.40 EXTRA WORK 357,574.75 17,467,776.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 759,731.71 214,998,593.00 341 MOBILIZATION LS 22,400,000.0000 22,400,000.00 1.000 22,400,000 ORIGINAL CONTRACT AMOUNT 224,000,000.00 TOTAL WORK COMPLETED 759,731.71 237,398,593.00 MATERIALS ON HAND ON SITE 29,171.76 DEDUCTIONS 0.00 -32,000.00 TOTAL 759,731.71 237,395,764.76 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 10/29/18 920 12/02/18 11/30/18 07/31/23 670 126 0 0 97% 73% PROGRESS IS SATISFACTORY CCO DAY PENDING PAK, YONG RESIDENT ENGINEER