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 03/25/25 EST. NO. 033 TIME 07:18 AM R.E. NAME: WU, ADRIAN 12-0J34U4 --------------------------------------------------------------------------- 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 0412 20,015.75 E.W. @ F.A.(+) 101524 N 1170.0 0418 840.58 110624 N 1176.0 0419 1,625.94 110624 N 1177.0 0420 1,625.94 110724 N 1178.0 0421 947.63 110824 N 1179.0 0422 1,724.64 110824 N 1180.0 0423 1,625.94 110824 N 1181.0 0424 1,625.94 111224 N 1182.0 0425 1,681.19 111224 N 1183.0 0426 1,625.94 111324 N 1184.0 0427 1,050.74 111424 N 1186.0 0428 1,625.94 111424 N 1187.0 0429 1,625.94 111524 N 1188.0 0430 4,568.45 101124 N 1222.0 0433 1,558.73 091724 N 1158.0 0434 2,379.18 100724 N 1159.0 0435 1,218.49 100924 N 1160.0 0436 406.64 100924 N 1162.0 0437 2,110.54 101024 N 1163.0 0438 4,545.75 111624 N 1224.0 0439 1,625.94 111824 N 1225.0 0440 1,625.94 111924 N 1226.0 0441 1,263.51 111924 N 1227.0 0442 1,625.94 112024 N 1228.0 0443 1,625.94 112124 N 1229.0 0444 840.58 112224 N 1230.0 0445 6,776.94 112224 N 1231.0 0446 1,625.94 112224 N 1232.0 0447 631.75 120924 N 1235.0 0449 349.20 082824 N 1241.0 0450 1,333.16 121124 N 1242.0 0451 1,662.63 121124 N 1243.0 0452 947.63 121224 N 1244.0 0453 5,844.60 121224 N 1245.0 0454 3,745.55 121324 N 1246.0 0455 947.63 121624 N 1247.0 0456 1,579.38 121624 N 1248.0 0457 947.63 121824 N 1249.0 0458 2,101.47 122324 N 1250.0 0459 4,075.50 122624 N 1251.0 0460 2,264.03 122724 N 1252.0 0461 3,952.72 123024 N 1253.0 0462 1,471.40 123124 N 1254.0 0463 2,527.01 010325 N 1255.0 0464 840.59 010625 N 1256.0 0465 1,681.18 010625 N 1257.0 0466 1,681.18 010725 N 1258.0 0467 3,369.73 010825 N 1259.0 0468 947.63 010925 N 1260.0 0469 631.75 010925 N 1261.0 0470 1,579.38 011025 N 1262.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 03/25/25 EST. NO. 033 TIME 07:18 AM R.E. NAME: WU, ADRIAN 12-0J34U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0471 2,122.99 011425 N 1264.0 0472 1,862.02 011525 N 1265.0 0473 1,914.12 011525 N 1266.0 0474 857.63 011725 N 1267.0 0479 963.37 011725 N 1312.0 0480 1,263.50 012025 N 1313.0 0481 1,895.25 012125 N 1314.0 0483 768.25 012225 N 1318.0 0484 947.63 012925 N 1319.0 0485 1,588.80 013025 N 1320.0 0486 1,380.45 020725 N 1321.0 0487 947.63 022125 N 1325.0 0488 982.47 022425 N 1328.0 0489 1,581.60 022525 N 1329.0 0490 2,682.42 022625 N 1330.0 0491 757.13 022725 N 1332.0 0492 1,895.25 022725 N 1333.0 0493 1,263.50 030525 N 1335.0 0494 2,372.37 031225 N 1338.0 0495 1,811.02 082224 N 1097.0 0496 3,964.42 082224 N 1098.0 0497 5,086.22 100924 N 1161.0 0498 3,571.23 011325 N 1263.0 004 0017 800.00 E.W. @ F.A.(+) 030825 N 1336.0 005 0176 739.41 E.W. @ F.A.(+) 022125 N 1326.0 0177 631.75 031125 N 1334.0 0178 1,263.51 031125 N 1339.0 016 0177 2,278.58 E.W. @ F.A.(+) 061423 N 1301.0 0178 3,734.47 120323 N 1303.0 0179 972.10 122623 N 1304.0 0180 5,047.28 013025 N 1306.0 0181 1,771.97 020725 N 1307.0 024 0022 8,256.55 E.W. @ F.A.(+) 102524 N 1198.0 025 0059 1,596.40 E.W. @ F.A.(+) 020425 N 1322.0 0060 805.57 122024 N 1311.0 029 0020 1,480.74 E.W. @ F.A.(+) 012125 N 1317.0 037 0108 5,715.47 E.W. @ F.A.(+) 112024 N 1272.0 047 0029 20,687.78 E.W. @ F.A.(+) 091624 N 1155.0 0030 23,222.08 091724 N 1156.0 053 0001 2,900.54 E.W. @ F.A.(+) 011425 N 1316.0 0002 4,227.93 022025 N 1323.0 0003 5,381.01 022125 N 1324.0 0004 465.49 022425 N 1327.0 0005 2,866.10 022625 N 1331.0 055 0020 3,772.78 E.W. @ F.A.(+) 091024 N 1337.1 257,650.13 TOTAL THIS ESTIMATE 4,186,124.56 TOTAL PREVIOUS ESTIMATE 4,443,774.69 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 03/25/25 EST. NO. 033 TIME 07:18 AM R.E. NAME: WU, ADRIAN 12-0J34U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE OPENING -28,860.00 013 ANOMALY DEDUCTION -1,000.00 016 BI 100:24" CIDH -500.00 017 CIDH FOR BENT 2R -3,500.00 023 HMA TYPE A IN-PLACE -6,335.78 026 RW 502S CIDH,EDINGER -8,000.00 026 TUSTIN BENT 2R PILE -7,500.00 026 BENT 2L, ABUTMENT 5L -10,000.00 027 CIDH PILE 8, BENT 4 -1,000.00 027 LATE OPENING NOV 07 -5,200.00 029 LATE OPENING CLOSURE -14,300.00 030 CEM4401 CY2024 -10,000.00 032 CEM4401 CY2024 10,000.00 033 10,000.00 -86,195.78 TOTAL DEDUCTIONS 10,000.00 -86,195.78 PROGRAM CAS145 PAGE 1 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-5-29.6/29.6 ----------------------- 12-ORA-55-R6.4/10.3 SECURITY PAVING COMPANY, INC. IN ORANGE COUNTY IN IRVINE, SANTA 3075 TOWNSGATE ROAD ANA, AND TUSTIN ON RTE 5 AT NEWPORT WESTLAKE VILLAGE CA 91361 AVE UNDERCROSSING AND ON RTE 55 FROM 0.4 MI NORTH OF RTE 55/405 SEP TO 0.1 MI SOUTH OF RTE 5/55 SEP FED. AID NO. ACNH-X059(84)E CONSTRUCT NORTHBOUND AUXILIARY LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.250 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 9,600.0000 8,448,000.00 16.000 153,600.00 490.000 4,704,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 120,000.00 10.000 60,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 16,000.00 8.000 1,600 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 742,000.0000 742,000.00 0.018 13,356.00 0.556 412,552 007 CONSTRUCTION AREA SIGNS LS 610,800.0000 610,800.00 0.010 6,108.00 0.649 396,409 008 TRAFFIC CONTROL SYSTEM LS 2,268,000.0000 2,268,000.00 0.010 22,680.00 0.541 1,226,988 009 TRAFFIC CONTROL SUPERVISOR DAY 1,165.0000 256,300.00 220.000 256,300 010 FLASHING ARROW SIGN EA 2,200.0000 24,200.00 4.000 8,800 011 TYPE II BARRICADE EA 75.0000 16,500.00 0.000 0 012 TYPE III BARRICADE EA 125.0000 13,750.00 0.000 0 013 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 78,750.00 24.000 1,080.00 570.000 25,650 014 PORTABLE RADAR SPEED FEEDBACK SIGN EA 40.0000 130,000.00 122.000 4,880 SYSTEM DAY 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 13,250.0000 13,250.00 0.000 0 016 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 325,000.00 3.000 15,000.00 10.000 50,000 017 TEMPORARY RAILING (TYPE K) LF 14.7000 2,366,700.00 3,960.000 58,212.00 67,035.000 985,414 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,200.0000 124,800.00 2.000 6,400.00 29.000 92,800 019 TEMPORARY CRASH CUSHION MODULE EA 210.0000 291,900.00 63.000 13,230.00 481.000 101,010 020 TEMPORARY TRAFFIC SCREEN LF 5.1000 627,300.00 4,360.000 22,236.00 28,949.000 147,639 021 TEMPORARY RADAR SPEED FEEDBACK EA 4,500.0000 9,000.00 2.000 9,000 SIGN SYSTEM 022 JOB SITE MANAGEMENT LS 146,500.0000 146,500.00 0.018 2,637.00 0.556 81,454 PROGRAM CAS145 PAGE 2 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.500 2,500 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 32,500.00 2.000 1,000.00 40.000 20,000 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 525.0000 10,500.00 1.000 525.00 19.000 9,975 026 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 2.000 4,000 027 TEMPORARY COVER SQYD 5.0000 30,000.00 722.000 3,610 028 TEMPORARY CHECK DAM LF 8.0000 32,640.00 1,821.500 14,572 029 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 112,750.00 9.000 2,475.00 160.000 44,000 030 TEMPORARY FIBER ROLL LF 4.0000 250,000.00 610.000 2,440.00 14,048.000 56,192 031 TEMPORARY SILT FENCE LF 4.3000 62,780.00 19,789.200 85,093 032 TEMPORARY CONSTRUCTION ENTRANCE EA 4,200.0000 37,800.00 9.000 37,800 033 STREET SWEEPING LS 138,000.0000 138,000.00 0.013 1,794.00 0.490 67,620 034 TEMPORARY CONCRETE WASHOUT LS 131,000.0000 131,000.00 0.013 1,703.00 0.490 64,190 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 450.0000 4,500.00 7.000 3,150 036 WATER QUALITY MONITORING REPORT EA 500.0000 2,000.00 0.000 0 037 TEMPORARY CHANNEL DIVERSION SYSTEMS LS 434,000.0000 434,000.00 1.000 434,000 038 HEALTH AND SAFETY PLAN LS 7,500.0000 7,500.00 1.000 7,500 039 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.2000 6,752.00 0.000 0 STRIPE (HAZARDOUS WASTE) 040 TREATED WOOD WASTE LB 0.7500 158,250.00 16,940.000 12,705.00 89,532.000 67,149 041 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 042 VIBRATION MONITORING LS 143,000.0000 143,000.00 0.054 7,722.00 0.750 107,250 043 PHOTO AND VIDEO SURVEY OF EXISTING LS 107,000.0000 107,000.00 0.476 50,932 NON-HIGHWAY FACILITIES 044 BUILDING SURVEY AND MONITORING LS 60,000.0000 60,000.00 0.110 6,600.00 0.950 57,000 045 REMOVE CONCRETE (STRUCTURE) CY 285.0000 31,350.00 69.000 19,665 046 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 1.4000 166,600.00 83,015.000 116,221 047 CLEARING AND GRUBBING (LS) LS 778,000.0000 778,000.00 0.900 700,200 048 DUST PALLIATIVE LS 100,000.0000 100,000.00 0.013 1,300.00 0.490 49,000 049 ROADWAY EXCAVATION CY 25.8000 8,875,200.00 3,769.550 97,254.39 87,556.683 2,258,962 PROGRAM CAS145 PAGE 3 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (BRIDGE) CY 174.0000 785,958.00 1,022.000 177,828.00 3,719.000 647,106 (F) 051 STRUCTURE EXCAVATION (LANE CHANNEL) CY 71.0000 1,565,905.00 22,055.000 1,565,905 (F) 052 STRUCTURE EXCAVATION (CULVERT) CY 37.2000 861,849.60 14,192.640 527,966 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 49.5000 2,303,482.50 1,322.000 65,439.00 43,174.000 2,137,113 (F) 054 STRUCTURE EXCAVATION (SOUND WALL) CY 400.0000 4,800.00 12.000 4,800 (F) 055 STRUCTURE EXCAVATION (GROUND ANCHOR CY 110.0000 11,000.00 0.000 0 (F) WALL) 056 SAND BEDDING CY 97.0000 230,957.00 0.000 0 057 STRUCTURE BACKFILL (BRIDGE) CY 86.0000 445,824.00 2,364.000 203,304 (F) 058 STRUCTURE BACKFILL (CULVERT) CY 59.7000 707,922.60 9,657.010 576,523 (F) 059 STRUCTURE BACKFILL (SLURRY CEMENT) CY 190.0000 559,360.00 38.800 7,372.00 2,290.300 435,157 (F) 060 STRUCTURE BACKFILL (RETAINING WALL) CY 64.7500 2,440,427.50 461.000 29,849.75 25,979.000 1,682,140 (F) 061 STRUCTURE BACKFILL (SOUND WALL) CY 291.0000 2,328.00 8.000 2,328 (F) 062 STRUCTURE BACKFILL (LANE CHANNEL) CY 36.0000 271,872.00 6,775.000 243,900 (F) 063 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 376.0000 3,384.00 0.000 0 (F) 064 PERVIOUS BACKFILL MATERIAL CY 100.0000 499,800.00 4,998.000 499,800 (F) 065 PERVIOUS BACKFILL MATERIAL (RETAINING CY 171.0000 117,135.00 10.000 1,710.00 438.000 74,898 (F) WALL) 066 DITCH EXCAVATION CY 37.0000 51,060.00 0.000 0 067 IMPORTED BORROW (CY) CY 13.0000 1,160,900.00 25,591.620 332,691 068 LIGHTWEIGHT FILL (EPS BLOCK) CY 304.0000 6,682,832.00 0.000 0 069 GASOLINE RESISTANT GEOMEMBRANE SQYD 41.3500 768,944.60 0.000 0 070 PLANTING LUMP SUM LS 2,112,000.0000 2,112,000.00 0.000 0 071 2" GALVANIZED STEEL PIPE LF 66.0000 25,278.00 0.000 0 (F) (SUPPLY LINE ON BRIDGE) 072 3" GALVANIZED STEEL PIPE LF 115.5000 26,796.00 232.000 26,796 (F) (SUPPLY LINE ON BRIDGE) 073 IRRIGATION LUMP SUM LS 1,844,400.0000 1,844,400.00 0.015 27,666 074 FINISHING ROADWAY LS 133,600.0000 133,600.00 0.000 0 075 CLASS 2 AGGREGATE SUBBASE CY 29.7000 2,132,460.00 2,897.801 86,064.69 24,316.884 722,211 076 CLASS 4 AGGREGATE SUBBASE CY 54.8500 58,141.00 42.670 2,340 PROGRAM CAS145 PAGE 4 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE (CY) CY 43.1000 2,185,170.00 1,690.593 72,864.56 13,235.941 570,469 078 ASPHALT-RUBBER BINDER TON 1,060.0000 6,360.00 0.000 0 079 PRECOATED AGGREGATE (SEAL COAT) TON 530.0000 20,670.00 0.000 0 080 HOT MIX ASPHALT (TYPE A) TON 88.1500 18,158,900.00 7,043.620 620,895.10 53,003.760 4,672,281 081 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 125.5000 3,112,400.00 0.000 0 082 PLACE HOT MIX ASPHALT DIKE LF 3.6500 44,165.00 0.000 0 083 PLACE HOT MIX ASPHALT SQYD 110.0000 1,650.00 0.000 0 (MISCELLANEOUS AREA) 084 TACK COAT TON 900.0000 540,000.00 10.000 9,000.00 83.743 75,368 085 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 41,000.00 468.000 1,170 086 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.4500 269,610.00 0.000 0 087 JOINTED PLAIN CONCRETE PAVEMENT CY 312.0000 4,648,800.00 2,355.090 734,788 088 JOINTED PLAIN CONCRETE PAVEMENT CY 677.0000 561,910.00 353.300 239,184 (RSC) 089 DRILL AND BOND (DOWEL BAR) EA 25.0000 45,000.00 0.000 0 090 DRILL AND BOND (TIE BAR) EA 18.0000 131,760.00 120.000 2,160 091 JOINT SEAL (SILICONE) LF 20.0000 2,800.00 0.000 0 092 ISOLATION JOINT SEAL (SILICONE) LF 13.8000 229,080.00 0.000 0 093 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 11.0000 143,000.00 3,538.900 38,927 094 GRIND EXISTING CONCRETE SQYD 5.1500 106,090.00 0.000 0 PAVEMENT 095 GROUND ANCHOR (SUBHORIZONTAL) EA 6,890.0000 261,820.00 0.000 0 096 FURNISH STEEL PILING (HP 12 X 84) LF 92.0000 411,700.00 4,475.000 411,700 097 DRIVE STEEL PILE (HP 12 X 84) EA 1,470.0000 123,480.00 20.000 29,400.00 63.000 92,610 098 FURNISH STEEL PILING (HP 14 X 89) LF 102.0000 642,906.00 6,303.000 642,906 099 DRIVE STEEL PILE (HP 14 X 89) EA 1,456.0000 205,296.00 78.000 113,568.00 78.000 113,568 100 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 143.0000 2,383,810.00 15,093.870 2,158,423 101 16" CAST-IN-DRILLED-HOLE CONCRETE LF 90.7500 35,392.50 415.750 37,729 PILING (SOUND WALL) 102 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 330,000.00 304.680 304,680 PILE (SIGN FOUNDATION) 103 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,120.0000 683,200.00 301.500 337,680 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 579.0000 564,525.00 159.000 92,061.00 643.000 372,297 (F) 105 STRUCTURAL CONCRETE, BRIDGE CY 891.0000 1,590,435.00 168.000 149,688.00 545.000 485,595 (F) 106 STRUCTURAL CONCRETE, BRIDGE CY 891.0000 853,578.00 53.000 47,223 (F) (POLYMER FIBER) 107 STRUCTURAL CONCRETE, RETAINING WALL CY 657.0000 8,084,385.00 244.000 160,308.00 10,748.000 7,061,436 (F) 108 STRUCTURAL CONCRETE, SOUND WALL CY 758.0000 34,110.00 45.000 34,110 (F) 109 STRUCTURAL CONCRETE, BARRIER SLAB CY 640.0000 495,360.00 0.000 0 (F) 110 STRUCTURAL CONCRETE, LOAD CY 548.0000 729,388.00 0.000 0 (F) DISTRIBUTION SLAB 111 STRUCTURAL CONCRETE, APPROACH SLAB CY 941.0000 416,863.00 17.000 15,997 (F) (TYPE N) 112 STRUCTURAL CONCRETE, APPROACH SLAB CY 923.0000 282,438.00 6.000 5,538 (TYPE R) 113 STRUCTURAL CONCRETE, BOX CULVERT CY 900.0000 3,826,800.00 2,727.880 2,455,092 (F) 114 STRUCTURAL CONCRETE, LANE CHANNEL CY 756.0000 4,250,988.00 5,623.000 4,250,988 (F) 115 STRUCTURAL CONCRETE, HEADWALL CY 2,014.0000 151,050.00 15.400 31,015.60 30.200 60,822 (F) 116 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,395.0000 1,954,320.00 27.300 65,383.50 301.800 722,811 (F) 117 MINOR CONCRETE (MINOR STRUCTURE) CY 819.0000 308,763.00 1.900 1,556.10 39.000 31,941 (F) 118 ARCHITECTURAL TREATMENT SQFT 16.0000 125,536.00 6,556.000 104,896 (F) 119 ARCHITECTURAL SURFACE (BARRIER) EA 130.0000 94,640.00 0.000 0 (F) 120 FRACTURED RIB TEXTURE SQFT 2.5000 174,182.50 5,214.000 13,035.00 63,316.000 158,290 (F) 121 DRILL AND BOND DOWEL LF 41.5000 25,522.50 23.750 985 122 CLEAN EXPANSION JOINT LF 36.0000 27,900.00 0.000 0 123 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 180,730.00 0.000 0 GIRDER (20'-30') 124 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 230,020.00 0.000 0 GIRDER (30'-40') 125 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 115,010.00 0.000 0 GIRDER (40'-50') 126 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 230,020.00 0.000 0 GIRDER (60'-70') 127 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 32,860.00 0.000 0 GIRDER (70'-80') 128 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,430.0000 147,870.00 0.000 0 GIRDER (80'-90') 129 FURNISH PRECAST PRESTRESSED EA 28,620.0000 57,240.00 2.000 57,240 CONCRETE BOX GIRDER (20'-30') 130 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 28,620.0000 57,240.00 2.000 57,240 GIRDER (50'-60') PROGRAM CAS145 PAGE 6 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ERECT PRECAST PRESTRESSED CONCRETE EA 4,240.0000 241,680.00 0.000 0 GIRDER 132 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 5,830.0000 23,320.00 4.000 23,320 GIRDER 133 JOINT SEAL (MR 1/2") LF 177.0000 3,540.00 0.000 0 134 JOINT SEAL (MR 1") LF 119.0000 126,973.00 0.000 0 135 BAR REINFORCING STEEL (BRIDGE) LB 1.8300 2,494,279.02 67,964.000 124,374.12 758,521.000 1,388,093 (F) 136 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6100 2,663,777.20 1,543,705.000 2,485,365 (F) 137 BAR REINFORCING STEEL (SOUND WALL) LB 5.4500 23,560.35 4,323.000 23,560 (F) 138 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3500 994,964.85 461,847.530 623,494 (F) 139 BAR REINFORCING STEEL (LANE CHANNEL) LB 1.4300 2,008,875.44 1,376,712.000 1,968,698 (F) 140 BAR REINFORCING STEEL (EPOXY COATED) LB 1.8500 48,880.70 13,245.000 24,503.25 16,016.000 29,629 (F) (BRIDGE) 141 BAR REINFORCING STEEL (GALVANIZED) LB 4.0500 13,802.40 1,972.000 7,986 (F) 142 HEADED BAR REINFORCEMENT EA 14.5000 464.00 12.000 174 143 STRUCTURAL SHOTCRETE CY 1,700.0000 102,000.00 0.000 0 144 FURNISH SIGN STRUCTURE (TRUSS) LB 4.9000 2,310,727.30 303,403.000 1,486,674 (F) 145 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 164,954.65 0.000 0 (F) 146 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 8.6000 138,503.00 0.000 0 (F) WITHOUT WALKWAY) 147 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.7000 11,273.50 0.000 0 (F) WITHOUT WALKWAY) 148 REMOVE PEDESTRIAN BARRICADE EA 750.0000 9,750.00 0.000 0 149 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 3,400.0000 6,800.00 0.000 0 150 REMOVE SIGN STRUCTURE (EA) EA 4,470.0000 151,980.00 1.000 4,470.00 14.000 62,580 151 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 7,500.00 0.000 0 152 MODIFY SIGN STRUCTURE EA 13,250.0000 13,250.00 0.000 0 (SAFETY CABLE RETROFIT) 153 PEDESTRIAN BARRICADE EA 4,000.0000 96,000.00 0.000 0 154 SOUND WALL (MASONRY BLOCK) SQFT 27.8000 345,303.80 6,464.000 179,699 (F) 155 RENEWABLE DIESEL REPORT EA 500.0000 8,000.00 6.000 3,000 156 REMOVE RETAINING WALL (LF) LF 111.0000 380,730.00 2,842.000 315,462 157 REMOVE CONCRETE DECK SURFACE SQFT 47.7000 17,505.90 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.8000 5,997.60 0.000 0 159 REFINISH BRIDGE DECK SQFT 27.6000 19,071.60 0.000 0 160 FURNISH POLYESTER CONCRETE OVERLAY CF 76.3000 219,972.90 0.000 0 161 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.6000 26,989.20 0.000 0 (F) 162 BRIDGE REMOVAL (PORTION), LOCATION A LS 62,500.0000 62,500.00 1.000 62,500 163 BRIDGE REMOVAL (PORTION), LOCATION B LS 129,300.0000 129,300.00 1.000 129,300 164 BRIDGE REMOVAL (PORTION), LOCATION C LS 114,500.0000 114,500.00 1.000 114,500 165 BRIDGE REMOVAL (PORTION), LOCATION D LS 79,500.0000 79,500.00 1.000 79,500 166 BRIDGE AND GROUND ANCHOR WALL LS 50,000.0000 50,000.00 1.000 50,000 MONITORING 167 BRIDGE MONITORING LS 50,000.0000 50,000.00 0.000 0 168 REMOVE RETAINING WALL (PORTION), LS 26,500.0000 26,500.00 1.000 26,500 LOCATION A 169 REMOVE RETAINING WALL (PORTION), LS 10,600.0000 10,600.00 1.000 10,600 LOCATION B 170 18" ALTERNATIVE PIPE CULVERT LF 88.0000 57,200.00 95.200 8,377 171 24" ALTERNATIVE PIPE CULVERT LF 138.0000 103,500.00 644.210 88,900 172 18" ALTERNATIVE SLOTTED PIPE LF 207.0000 149,040.00 0.000 0 173 GROSS SOLIDS REMOVAL DEVICE LINEAR EA 158,000.0000 158,000.00 0.000 0 RADIAL TYPE LR-2 (4) 174 GROSS SOLIDS REMOVAL DEVICE LINEAR EA 197,000.0000 197,000.00 0.000 0 RADIAL TYPE LR-3 (8) 175 66" REINFORCED CONCRETE PIPE LF 442.0000 1,025,440.00 1,565.000 691,730 176 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 110.0000 410,300.00 223.100 24,541.00 1,340.200 147,422 177 24" REINFORCED CONCRETE PIPE (CLASS IV) LF 114.0000 1,311,000.00 809.500 92,283.00 5,022.200 572,530 178 30" REINFORCED CONCRETE PIPE (CLASS IV) LF 166.0000 683,920.00 200.200 33,233 179 36" REINFORCED CONCRETE PIPE (CLASS IV) LF 200.0000 330,000.00 1,236.800 247,360 180 48" REINFORCED CONCRETE PIPE (CLASS IV) LF 354.0000 56,640.00 40.600 14,372 181 54" REINFORCED CONCRETE PIPE (CLASS IV) LF 366.0000 146,400.00 398.200 145,741 182 60" REINFORCED CONCRETE PIPE (CLASS IV) LF 413.0000 470,820.00 1,144.000 472,472 183 42" REINFORCED CONCRETE PIPE (CLASS V) LF 289.0000 210,970.00 190.000 54,910 184 14"X23" OVAL SHAPED REINFORCED LF 213.0000 117,150.00 135.800 28,925 CONCRETE PIPE (CLASS IV) PROGRAM CAS145 PAGE 8 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 19"X30" OVAL SHAPED REINFORCED LF 225.0000 101,250.00 270.700 60,907.50 359.300 80,842 CONCRETE PIPE (CLASS IV) 186 4" PLASTIC PIPE UNDERDRAIN LF 43.0000 13,502.00 0.000 0 187 4" SLOTTED PLASTIC PIPE LF 27.9000 25,947.00 0.000 0 188 GEOCOMPOSITE DRAIN SQFT 6.5000 138,658.00 0.000 0 189 DRAINAGE INLET MARKER EA 530.0000 7,950.00 0.000 0 190 18" CORRUGATED STEEL PIPE RISER LF 212.0000 1,908.00 8.500 1,802 (.079" THICK) 191 WELDED STEEL PIPE CASING (BRIDGE) LF 140.0000 21,840.00 70.000 9,800 192 18" CONCRETE FLARED END SECTION EA 2,088.0000 4,176.00 0.000 0 193 24" CONCRETE FLARED END SECTION EA 2,205.0000 19,845.00 0.000 0 194 18" ALTERNATIVE FLARED END SECTION EA 689.0000 689.00 0.000 0 195 24" ALTERNATIVE FLARED END SECTION EA 742.0000 2,226.00 0.000 0 196 36" PRECAST CONCRETE PIPE INLET LF 424.0000 14,840.00 6.800 2,883 197 36" PRECAST CONCRETE PIPE MANHOLE LF 392.0000 19,600.00 8.800 3,449 198 ABANDON CULVERT (LF) LF 31.0000 17,670.00 0.000 0 199 REMOVE GRATED LINE DRAIN LF 37.0000 25,160.00 550.000 20,350 200 REMOVE OVERSIDE DRAIN EA 1,272.0000 5,088.00 0.000 0 201 REMOVE CULVERT (LF) LF 50.0000 800,000.00 80.000 4,000.00 5,761.800 288,090 202 REMOVE REINFORCED CONCRETE BOX CULVERT CY 109.0000 281,220.00 1,625.400 177,168 (CY) 203 REMOVE INLET EA 1,485.0000 222,750.00 2.000 2,970.00 38.000 56,430 204 REMOVE HEADWALL EA 1,485.0000 22,275.00 9.000 13,365 205 REMOVE MANHOLE EA 2,915.0000 29,150.00 8.000 23,320 206 REMOVE CONCRETE FLARED END SECTION (EA) EA 635.0000 7,620.00 0.000 0 207 ADJUST INLET EA 2,860.0000 34,320.00 6.000 17,160 208 ADJUST MANHOLE TO GRADE EA 1,930.0000 9,650.00 0.000 0 209 REMOVE CONCRETE (CHANNEL) CY 36.0000 243,000.00 2,456.500 88,434 210 CAP INLET EA 1,910.0000 9,550.00 1.000 1,910 211 CAP MANHOLE EA 1,910.0000 3,820.00 1.000 1,910 PROGRAM CAS145 PAGE 9 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 SAND BACKFILL CY 223.0000 21,854.00 0.000 0 213 REMOVE SLOPE PAVING (SQYD) SQYD 47.0000 11,562.00 0.000 0 214 CONCRETE (CONCRETE APRON) CY 1,400.0000 5,600.00 0.200 280 215 SLOPE PAVING (CONCRETE) CY 1,647.0000 130,113.00 0.000 0 216 ROCK SLOPE PROTECTION CY 200.0000 24,000.00 21.000 4,200 (150 LB, CLASS III, METHOD B) (CY) 217 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 3,500.00 49.390 345 218 MINOR CONCRETE (GUTTER) (LF) LF 42.4000 16,705.60 0.000 0 219 DETECTABLE WARNING SURFACE SQFT 37.0000 7,770.00 79.000 2,923 220 MINOR CONCRETE (MISCELLANEOUS CY 827.0000 2,613,320.00 568.375 470,046 CONSTRUCTION) 221 MINOR CONCRETE CY 1,033.0000 45,452.00 39.120 40,410 (MISCELLANEOUS CONSTRUCTION) (RAPID STRENGTH) 222 REMOVE CONCRETE SQYD 12.2000 37,332.00 1,350.100 16,471 (SIDEWALK, DRIVEWAY AND ISLAND) 223 REMOVE CONCRETE (CURB AND GUTTER) LF 5.4000 118,260.00 4,592.000 24,796 224 PRE/POST CONSTRUCTION SURVEYS EA 950.0000 18,050.00 9.000 8,550 225 MISCELLANEOUS IRON AND STEEL LB 4.0000 521,596.00 4,477.000 17,908 (F) 226 MISCELLANEOUS METAL (BRIDGE) LB 15.9000 7,950.00 0.000 0 (F) 227 TEMPORARY SIGNAL SYSTEMS (CITY) LS 530,000.0000 530,000.00 0.020 10,600.00 0.026 13,780 228 MODIFY SIGNAL AND LIGHTING SYSTEMS LS 344,600.0000 344,600.00 0.009 3,101.40 0.303 104,413 (CITY) 229 LIGHTING (CITY STREET) LS 93,600.0000 93,600.00 0.174 16,286 230 ADJUST ACCESS BOX FRAME AND COVER EA 1,800.0000 28,800.00 1.000 1,800 (UTILITY) 231 ADJUST MANHOLE FRAME AND COVER EA 1,000.0000 8,000.00 1.000 1,000.00 2.000 2,000 (UTILITY) 232 TEMPORARY FENCE (TYPE CL-6) LF 21.0000 352,800.00 2,553.000 53,613.00 13,192.000 277,032 233 CHAIN LINK FENCE (TYPE CL-4) LF 23.2000 320,160.00 825.270 19,146.26 2,629.270 60,999 234 CHAIN LINK FENCE (TYPE CL-6) LF 47.7500 339,980.00 0.000 0 235 CHAIN LINK FENCE (TYPE CL-6 MODIFIED) LF 52.7500 151,392.50 1,911.500 100,831 236 4' CHAIN LINK GATE (TYPE CL-6) EA 2,200.0000 15,400.00 0.000 0 237 4' CHAIN LINK GATE (TYPE CL-6 MODIFIED) EA 2,350.0000 4,700.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 10' CHAIN LINK GATE (DOUBLE GATE) EA 3,155.0000 3,155.00 0.000 0 (TYPE CL-6 MODIFIED) 239 REMOVE CHAIN LINK FENCE LF 7.0000 182,000.00 2,800.000 19,600.00 17,182.000 120,274 240 REMOVE GATE EA 110.0000 2,310.00 1.000 110.00 10.000 1,100 241 REMOVE PAVEMENT MARKER EA 1.1000 85,030.00 299.000 328.90 10,347.000 11,381 242 DELINEATOR (CLASS 1) EA 53.0000 12,720.00 0.000 0 243 GUARD RAILING DELINEATOR EA 34.0000 952.00 16.000 544.00 16.000 544 244 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4000 67,440.00 414.000 993.60 6,743.000 16,183 245 OBJECT MARKER (TYPE L-1) EA 170.0000 14,790.00 0.000 0 246 REMOVE ROADSIDE SIGN EA 159.0000 69,960.00 0.000 0 247 REMOVE SIGN FROM SIGN FRAME EA 317.0000 3,170.00 0.000 0 248 REMOVE SIGN PANEL EA 795.0000 2,385.00 0.000 0 249 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.2000 13,440.00 0.000 0 250 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.0000 402,300.00 721.670 19,485 251 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 28.1000 2,810.00 0.000 0 252 FURNISH LAMINATED PANEL SIGN SQFT 30.7500 12,607.50 0.000 0 (2 1/2"-TYPE H) 253 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.3000 39,437.00 0.000 0 (0.063"-UNFRAMED) 254 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7500 34,662.50 0.000 0 (0.080"-UNFRAMED) 255 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.8000 27,824.00 0.000 0 (0.063"-FRAMED) 256 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.3500 14,125.50 0.000 0 (0.080"-FRAMED) 257 METAL (ROADSIDE SIGN) LB 3.7000 22,940.00 0.000 0 258 METAL (BARRIER MOUNTED SIGN) LB 15.9000 100,488.00 0.000 0 259 METAL (WALL MOUNTED SIGN) LB 31.8000 70,278.00 0.000 0 260 ROADSIDE SIGN - ONE POST EA 398.0000 115,420.00 0.000 0 261 ROADSIDE SIGN - TWO POST EA 1,060.0000 57,240.00 0.000 0 262 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 132.5000 19,875.00 0.000 0 METHOD) 263 INSTALL SIGN OVERLAY SQFT 310.0000 40,300.00 0.000 0 264 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 310.0000 548,700.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 INSTALL ROADSIDE SIGN EA 8,500.0000 25,500.00 0.000 0 (LAMINATED WOOD BOX POST) 266 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 3,870.0000 108,360.00 0.000 0 267 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 3,500.0000 126,000.00 0.000 0 268 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 73.0000 96,360.00 325.000 23,725 269 VEGETATION CONTROL (MINOR CONCRETE) SQYD 68.0000 49,640.00 0.000 0 270 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 255.0000 21,420.00 0.000 0 (F) 271 CABLE RAILING LF 185.5000 1,162,157.50 4,344.000 805,812 (F) 272 TRANSITION RAILING (TYPE WB-31) EA 5,300.0000 10,600.00 0.000 0 273 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,270.0000 6,350.00 1.000 1,270 274 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,100.0000 35,700.00 1.000 5,100 275 SEVERE-DUTY CRASH CUSHION EA 46,600.0000 932,000.00 2.000 93,200 276 CONCRETE BARRIER (TYPE 60M) LF 108.0000 241,920.00 20.000 2,160 277 CONCRETE BARRIER (TYPE 60MC) LF 97.0000 486,940.00 0.000 0 278 CONCRETE BARRIER (TYPE 60MD) LF 83.4000 94,742.40 185.000 15,429.00 185.000 15,429 279 CONCRETE BARRIER (TYPE 60MF) LF 286.0000 120,120.00 0.000 0 280 CONCRETE BARRIER (TYPE 60MG) LF 134.0000 45,560.00 100.000 13,400 281 CONCRETE BARRIER (TYPE 60MGC) LF 223.0000 24,530.00 0.000 0 282 CONCRETE BARRIER (TYPE 60MGF) LF 301.0000 418,390.00 741.000 223,041 283 CONCRETE BARRIER (TYPE 60MS) LF 104.0000 1,331,200.00 48.820 5,077.28 4,536.150 471,759 284 CONCRETE BARRIER (TYPE 60MSC) LF 146.0000 1,321,300.00 2,005.140 292,750.44 3,566.140 520,656 285 CONCRETE BARRIER (TYPE 60MP) LF 213.0000 16,401.00 0.000 0 286 CONCRETE BARRIER (TYPE 60MCP) LF 291.0000 32,010.00 0.000 0 287 CONCRETE BARRIER (TYPE 60MGD) LF 206.0000 6,798.00 17.500 3,605.00 23.250 4,789 288 CONCRETE BARRIER (TYPE 60PR) LF 275.0000 35,750.00 0.000 0 289 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 142.0000 109,766.00 0.000 0 (F) 290 CONCRETE BARRIER (TYPE 836) LF 117.0000 138,996.00 172.000 20,124 (F) 291 CONCRETE BARRIER (TYPE 836A) LF 118.0000 1,053,032.00 5,308.000 626,344 (F) PROGRAM CAS145 PAGE 12 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 292 CONCRETE BARRIER (TYPE 836B) LF 191.0000 12,224.00 0.000 0 (F) 293 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 165.0000 31,680.00 0.000 0 (F) 294 CONCRETE BARRIER (TYPE 842) LF 161.0000 35,259.00 0.000 0 (F) 295 CONCRETE BARRIER (TYPE 842A) LF 301.0000 10,836.00 0.000 0 (F) 296 REMOVE GUARDRAIL LF 14.3000 190,190.00 318.500 4,554.55 8,486.500 121,356 297 REMOVE CABLE RAILING LF 77.4000 11,610.00 0.000 0 298 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 299 REMOVE CONCRETE BARRIER LF 27.2000 519,520.00 6,466.000 175,875 300 REMOVE CRASH CUSHION EA 2,650.0000 7,950.00 1.000 2,650 301 REMOVE CRASH CUSHION (SAND FILLED) EA 132.5000 1,855.00 14.000 1,855 302 CONCRETE BARRIER (TYPE 842 MODIFIED 1) LF 140.0000 36,680.00 0.000 0 (F) 303 CONCRETE BARRIER (TYPE 842 MODIFIED 2) LF 135.0000 74,250.00 0.000 0 (F) 304 THERMOPLASTIC TRAFFIC STRIPE LF 2.0500 401,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 305 THERMOPLASTIC PAVEMENT MARKING SQFT 7.9000 154,840.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 306 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2800 174,160.00 30,795.000 8,622.60 285,270.000 79,875 307 PAINT PAVEMENT MARKING (2-COAT) SQFT 9.7000 52,380.00 84.000 814.80 1,463.000 14,191 308 REMOVE PAINTED TRAFFIC STRIPE LF 0.1800 111,960.00 20,163.000 3,629 309 REMOVE PAINTED PAVEMENT MARKING SQFT 1.4000 7,560.00 219.000 306 310 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6200 125,860.00 12,355.000 7,660.10 117,334.000 72,747 311 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.9500 3,569.50 150.000 442.50 207.000 610 312 CONTRAST STRIPE THERMOPLASTIC LF 0.8000 127,200.00 0.000 0 313 TRAFFIC STRIPE TAPE (WARRANTY) LF 2.8000 795,200.00 0.000 0 314 ELECTRIC SERVICE FOR IRRIGATION LS 269,400.0000 269,400.00 0.037 9,967.80 0.361 97,253 315 RAMP METERING SYSTEM LS 1,823,500.0000 1,823,500.00 0.039 71,116.50 0.285 519,697 316 COMMUNICATION SYSTEMS LS 6,316,000.0000 6,316,000.00 0.006 37,896.00 0.204 1,288,464 317 TEMPORARY LIGHTING SYSTEMS LS 4,904,600.0000 4,904,600.00 0.004 19,618.40 0.267 1,309,528 318 TEMPORARY SIGNAL SYSTEMS LS 1,115,700.0000 1,115,700.00 0.552 615,866 PROGRAM CAS145 PAGE 13 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 319 TEMPORARY RAMP METERING SYSTEMS LS 1,892,400.0000 1,892,400.00 0.379 717,219 320 TEMPORARY COMMUNICATION SYSTEMS LS 385,000.0000 385,000.00 0.838 322,630 321 MODIFYING LIGHTING SYSTEMS LS 4,812,000.0000 4,812,000.00 0.050 240,600.00 0.343 1,650,516 322 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 990,600.0000 990,600.00 0.016 15,849.60 0.315 312,039 323 REMOVING LIGHTING SYSTEMS LS 237,700.0000 237,700.00 0.089 21,155 324 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 63,300.0000 63,300.00 0.040 2,532 325 REMOVING RAMP METERING SYSTEMS LS 22,200.0000 22,200.00 0.006 133 326 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 327 72" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,215.0000 243,000.00 47.000 57,105 (SIGN FOUNDATION) 328 78" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,320.0000 112,200.00 0.000 0 (SIGN FOUNDATION) 329 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 5.2500 4,184,250.00 19,048.000 100,002.00 308,516.000 1,619,709 330 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.3500 278,950.00 70,238.000 24,583 331 ALUMINUM WALKWAY GRATING SQFT 97.5000 555,750.00 516.000 50,310 (VERSATILE TRUSS) PROGRAM CAS145 PAGE 14 DATE 03/25/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0J34U4 TIME 07:18 AM ESTIMATE NO. 033 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 03/25/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,458,188.29 74,530,594.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 257,650.13 4,443,774.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,715,838.42 78,974,369.04 332 MOBILIZATION LS 11,430,000.0000 11,430,000.00 0.950 10,858,500 ORIGINAL CONTRACT AMOUNT 193,587,475.71 TOTAL WORK COMPLETED 3,715,838.42 89,832,869.04 MATERIALS ON HAND ON SITE -273,115.50 5,962,868.63 DEDUCTIONS 10,000.00 -86,195.78 TOTAL 3,452,722.92 95,709,541.89 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 06/16/22 880 08/10/22 08/10/22 10/27/27 490 156 9 0 45% 55% PROGRESS IS SATISFACTORY WU, ADRIAN RESIDENT ENGINEER