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 02/16/23 EST. NO. 102 TIME 04:49 PM R.E. NAME: TON, THANG 07-215954 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0390 3,858.85 E.W. @ F.A.(+) 011520 N 1 0 021 0075 8,688.69 E.W. @ F.A.(+) 101817 N 1 0 133 0078 4,026.00 E.W. @ F.A.(+) 081920 N 1 0 143 0001 -1,875.00 A.C. @ L.S.(-) 082222 N 1 0 0002 1,875.00 A.C. @ L.S.(+) 082222 N 2 0 144 0002 476,018.94 A.C. @ L.S.(+) 012923 N 1 0 145 0001 421,464.12 A.C. @ L.S.(+) 012423 N 1 0 146 0001 474,699.90 A.C. @ L.S.(+) 012023 N 1 0 147 0001 53,022.77 A.C. @ L.S.(+) 020323 N 1 0 1,441,779.27 TOTAL THIS ESTIMATE 12,742,471.33 TOTAL PREVIOUS ESTIMATE 14,184,250.60 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 02/16/23 EST. NO. 102 TIME 04:49 PM R.E. NAME: TON, THANG 07-215954 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NCR CONC DEDUCTION -243.54 027 CEM 4401 2016 S. W. -10,000.00 034 JAN/FEB 2017 2406 -306,067.00 036 JAN/FEB 2017 2406 306,067.00 038 LATE IPENING CLOSUR -4,600.00 048 ANNUAL CEM 4401 2021 -10,000.00 096 MISSING 4401 YR 2022 -10,000.00 100 MISSING 4401 YR 2022 10,000.00 101 CEM 4401 2016 S. W. 10,000.00 102 10,000.00 -14,843.54 LABOR COMPLIANCE VIOLATION APR MISSING CPR'S -7,000.00 007 MISSING APRIL CPR'S -1,000.00 008 APR MISSING CPR'S 7,000.00 009 MISSING APRIL CPR'S 1,000.00 009 MISSING MAY CPR'S -4,000.00 009 MISSING MAY CPR'S 4,000.00 010 MISSING JULY CPR'S -3,000.00 011 MISSING JULY CPR'S 3,000.00 012 DELINQ NOV-DEC 15CPR -10,000.00 019 DEL JAN 2016 CPR -2,000.00 020 DELINQ NOV-DEC 15CPR 10,000.00 020 DEL JAN 2016 CPR 2,000.00 021 CPR NON-DEC 2017 -8,000.00 047 CPR NOV-DEC 8,000.00 048 DEC 17-JAN 18 CPR -10,000.00 048 FEB CPRS 2018 -7,000.00 049 CPRS JOHN MEEK CO -6,000.00 050 DEC 17-JAN 18 CPR 10,000.00 050 FEB CPRS 2018 7,000.00 050 CPR APRIL 2018 -3,000.00 051 CPRS JOHN MEEK 6,000.00 051 CPR 2017 -10,000.00 052 CPR APRIL 2018 3,000.00 055 MSS CPR JAN-JUNE2018 -5,000.00 055 APRIL-AUG 2018 CPR -7,000.00 056 CPR 2017 10,000.00 056 MSS CPRJAN-JUNE 2018 5,000.00 056 JULY-SEPT 2018 CPR -6,000.00 057 JULY-SEPT 2018 CPR 6,000.00 058 JAN-NOV 2017 CPR -10,000.00 064 SIERRA 2019 CPR -3,000.00 068 JAN-NOV 2017 CPR 10,000.00 077 APRIL-AUG 2018 CPR 7,000.00 090 SIERRA 2019 CPR 3,000.00 090 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISSING CEM 2402 -10,000.00 100 0.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -24,843.54 PROGRAM CAS145 PAGE 1 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 LOCATION SEMI-FINAL ESTIMATE 07-LA-5-5.8/6.8 ------------------- SECURITY PAVING COMPANY INC IN SANTA FE SPRIRINGS FROM NORTH OF 13170 TELFAIR AVENUE ORR AND DAY OVERHEAD TO ROUTE 605 SYLMAR CA 91342 INTERCHANGE FED. AID NO. CMLN-6207(68)N ROADWAY WIDENING & STRIPING (SEG 5) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 1.000 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,300.0000 2,970,000.00 1,126.000 3,715,800 004 CONSTRUCTION AREA SIGNS LS 76,000.0000 76,000.00 1.000 76,000 005 TRAFFIC CONTROL SYSTEM LS 465,000.0000 465,000.00 1.000 465,000 006 TYPE II BARRICADE EA 60.0000 840.00 13.000 780 007 TRAFFIC CONE EA 25.0000 1,775.00 71.000 1,775 008 TYPE III BARRICADE EA 100.0000 1,900.00 27.000 2,700 009 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,900.00 724.000 21,720 010 TEMPORARY RAILING (TYPE K) LF 13.3500 951,855.00 81,913.000 1,093,538 011 TEMPORARY CRASH CUSHION MODULE EA 190.0000 53,200.00 343.000 65,170 012 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 7,500.0000 7,500.00 1.000 7,500 013 JOB SITE MANAGEMENT LS 130,000.0000 130,000.00 1.000 130,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 4,500.0000 4,500.00 1.000 4,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 37,500.00 75.000 37,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 15,900.00 6.000 1,800 017 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 5.000 10,000 018 TEMPORARY EROSION CONTROL BLANKET SQYD 2.0000 28,800.00 360.000 720 019 MOVE-IN/MOVE-OUT EA 620.0000 14,880.00 24.000 14,880 (TEMPORARY EROSION CONTROL) 020 TEMPORARY MULCH SQYD 0.2400 3,456.00 0.000 0 021 TEMPORARY SOIL BINDER SQYD 0.1100 8,250.00 75,000.000 8,250 022 TEMPORARY COVER SQYD 2.2500 63,675.00 5,639.970 12,689 PROGRAM CAS145 PAGE 2 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 185.0000 31,450.00 170.000 31,450 024 TEMPORARY FIBER ROLL LF 2.7500 34,650.00 12,600.000 34,650 025 TEMPORARY GRAVEL BAG BERM LF 2.5000 56,000.00 22,400.000 56,000 026 TEMPORARY SILT FENCE LF 3.0000 15,150.00 445.000 1,335 027 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 39,200.00 14.000 39,200 028 STREET SWEEPING LS 164,400.0000 164,400.00 1.000 164,400 029 TEMPORARY CONCRETE WASHOUT LS 118,000.0000 118,000.00 1.000 118,000 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4400 5,104.00 9,016.000 3,967 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.4100 37,023.00 112,880.000 46,280 032 DISPOSAL OF PETROLEUM IMPACTED MATERIAL GAL 5.0000 14,150.00 0.000 0 033 REMOVE ABANDONED OIL PIPE LF 20.0000 43,600.00 10.000 200 034 ABANDON INLET EA 630.0000 630.00 1.000 630 035 ABANDON SEWER LF 17.8500 10,888.50 1,327.000 23,686 036 OBLITERATE SURFACING SQYD 1.3000 10,517.00 8,090.000 10,517 037 REMOVE FENCE LF 42.5000 3,825.00 85.000 3,612 038 REMOVE CHAIN LINK FENCE LF 7.8000 28,548.00 3,672.000 28,641 039 REMOVE METAL BEAM GUARD RAILING LF 9.8000 26,558.00 2,390.500 23,426 040 REMOVE DOUBLE METAL BEAM BARRIER LF 6.5000 30,420.00 4,915.000 31,947 041 REMOVE FLARED END SECTION EA 105.0000 210.00 0.000 0 042 REMOVE PAINTED TRAFFIC STRIPE LF 0.3700 66,230.00 104,317.000 38,597 043 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 5,691.00 907.000 1,904 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 36,480.00 18,871.000 6,038 045 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 66,570.00 111.000 233 046 REMOVE PAVEMENT MARKER EA 0.5300 8,798.00 11,640.000 6,169 047 REMOVE ROADSIDE SIGN EA 135.0000 13,230.00 99.000 13,365 048 REMOVE SIGN STRUCTURE (EA) EA 4,500.0000 31,500.00 7.000 31,500 049 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 2,350.00 600.000 3,000 PROGRAM CAS145 PAGE 3 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE PIPE (LF) LF 17.8500 27,667.50 823.400 14,697 051 REMOVE REINFORCED CONCRETE BOX CULVERT CY 240.0000 43,200.00 32.850 7,884 (CY) 052 REMOVE INLET EA 1,155.0000 35,805.00 24.000 27,720 053 REMOVE HEADWALL EA 945.0000 24,570.00 17.000 16,065 054 REMOVE SEWER MANHOLE EA 1,945.0000 13,615.00 7.000 13,615 055 REMOVE CATCH BASIN EA 2,470.0000 17,290.00 7.000 17,290 056 CAP CATCH BASIN EA 1,705.0000 17,050.00 2.000 3,410 057 REMOVE RETAINING WALL (LF) LF 28.0000 38,080.00 1,525.000 42,700 058 REMOVE SEWER PIPE LF 29.4000 4,410.00 150.000 4,410 059 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 3.1500 82,215.00 30,665.670 96,596 060 REMOVE BASE AND SURFACING CY 17.0000 36,550.00 2,254.700 38,329 061 RELOCATE ROADSIDE SIGN EA 290.0000 10,440.00 1.000 290 062 ADJUST MANHOLE TO GRADE EA 1,260.0000 5,040.00 4.000 5,040 063 ADJUST SEWER MANHOLE EA 1,680.0000 6,720.00 4.000 6,720 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.2500 14,752.50 2,810.000 14,752 065 REMOVE CONCRETE (CY) CY 65.0000 15,600.00 237.460 15,434 066 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 32.0000 26,560.00 1,133.040 36,257 067 REMOVE INTEROCK PAVER SQFT 1.5000 4,320.00 2,880.000 4,320 068 REMOVE CONCRETE (CURB AND GUTTER) LF 1.8000 59,940.00 33,357.000 60,042 069 REMOVE CONCRETE BARRIER LF 25.0000 3,000.00 165.000 4,125 070 REMOVE MASONRY BLOCK WALL LF 15.0000 6,000.00 400.000 6,000 071 REMOVE SOUND WALL (LF) LF 12.0000 60,960.00 5,156.000 61,872 072 CAP INLET EA 1,155.0000 1,155.00 1.000 1,155 073 SAND BACKFILL CY 105.0000 30,450.00 332.600 34,923 074 REMOVE RAILING LF 14.0000 5,600.00 400.000 5,600 075 BRIDGE REMOVAL, LOCATION A LS 157,500.0000 157,500.00 1.000 157,500 076 BRIDGE REMOVAL, LOCATION B LS 157,500.0000 157,500.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLEARING AND GRUBBING (LS) LS 338,000.0000 338,000.00 1.000 338,000 078 ROADWAY EXCAVATION CY 14.0000 2,100,000.00 163,484.450 2,288,782 079 ROADWAY EXCAVATION (TYPE Y-2) CY 29.9000 831,220.00 24,763.740 740,435 (AERIALLY DEPOSITED LEAD) 080 CHANNEL EXCAVATION CY 18.0000 35,100.00 1,950.000 35,100 081 STRUCTURE EXCAVATION (BRIDGE) CY 24.0000 384,000.00 16,000.000 384,000 (F) 082 STRUCTURE EXCAVATION (PUMPING PLANT) CY 29.4000 73,794.00 2,510.000 73,794 (F) 083 STRUCTURE BACKFILL (PUMPING PLANT) CY 70.6000 132,728.00 1,880.000 132,728 (F) 084 STRUCTURE EXCAVATION CY 32.0000 15,360.00 480.000 15,360 (F) (CULVERT PROTECTION) 085 STRUCTURE EXCAVATION (RETAINING WALL) CY 14.7500 374,414.00 25,222.000 372,024 (F) 086 STRUCTURE EXCAVATION (TYPE Y-2) CY 31.5000 266,836.50 8,200.000 258,300 (AERIALLY DEPOSITED LEAD) 087 STRUCTURE BACKFILL (BRIDGE) CY 39.4000 381,786.00 9,690.000 381,786 (F) 088 STRUCTURE BACKFILL (CULVERT PROTECTION) CY 194.0000 21,340.00 110.000 21,340 (F) 089 STRUCTURE BACKFILL (RETAINING WALL) CY 27.3000 1,238,491.80 44,838.000 1,224,077 (F) 090 PERVIOUS BACKFILL MATERIAL CY 95.0000 37,525.00 395.000 37,525 (F) 091 PERVIOUS BACKFILL MATERIAL (RETAINING CY 74.0000 231,916.00 3,069.000 227,106 (F) WALL) 092 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 173.0000 15,570.00 90.000 15,570 (F) 093 LEAN CONCRETE BACKFILL CY 153.0000 6,120.00 40.000 6,120 (F) 094 DITCH EXCAVATION CY 30.0000 1,380.00 46.000 1,380 095 IMPORTED BORROW (CY) CY 3.0000 103,800.00 11,770.000 35,310 096 TEMPORARY GEOFOAM BLOCK CY 100.0000 12,000.00 120.000 12,000 097 TEMPORARY GASOLINE RESISTANCE SQYD 26.0000 11,700.00 0.000 0 098 ROADSIDE CLEARING LS 16,800.0000 16,800.00 1.000 16,800 099 ROCK BLANKET SQYD 105.0000 337,050.00 3,383.600 355,278 100 MAINTENANCE DRAIN VALVE EA 525.0000 525.00 1.000 525 101 SOIL AMENDMENT CY 84.0000 35,280.00 216.000 18,144 102 MULCH CY 18.9000 29,673.00 1,550.000 29,295 103 COMMERCIAL FERTILIZER (SLOW RELEASE) LB 3.7000 6,919.00 1,612.000 5,964 PROGRAM CAS145 PAGE 5 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLANT (GROUP H) EA 0.5300 54,060.00 102,000.000 54,060 105 PLANT (GROUP I) EA 4.2000 30,534.00 6,153.000 25,842 106 PLANT (GROUP Z) EA 6,825.0000 675,675.00 21.000 143,325 ((PALM TREE)) 107 PLANT (GROUP A) EA 21.0000 25,200.00 1,906.000 40,026 108 PLANT (GROUP U) EA 184.0000 38,640.00 239.000 43,976 109 TURF (SOD) SQFT 1.0500 18,795.00 0.000 0 110 PLANT ESTABLISHMENT WORK LS 95,550.0000 95,550.00 1.000 95,550 111 CHECK AND TEST EXISTING IRRIGATION LS 7,875.0000 7,875.00 1.000 7,875 FACILITIES 112 CONTROL AND NEUTRAL CONDUCTORS LS 68,250.0000 68,250.00 1.000 68,250 113 3/4" ELECTRIC REMOTE CONTROL VALVE EA 315.0000 1,260.00 0.000 0 114 1" ELECTRIC REMOTE CONTROL VALVE EA 368.0000 23,920.00 57.000 20,976 115 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 420.0000 6,300.00 16.000 6,720 116 2" ELECTRIC REMOTE CONTROL VALVE EA 475.0000 1,425.00 2.000 950 117 4 STATION IRRIGATION CONTROLLER (SOLAR) EA 3,675.0000 7,350.00 2.000 7,350 118 6 STATION IRRIGATION CONTROLLER (SOLAR) EA 4,200.0000 4,200.00 1.000 4,200 119 16 STATION IRRIGATION CONTROLLER EA 3,675.0000 11,025.00 3.000 11,025 120 12 STATION IRRIGATION CONTROLLER EA 4,200.0000 8,400.00 1.000 4,200 (WALL MOUNTED) 121 24 STATION IRRIGATION CONTROLLER EA 5,250.0000 15,750.00 2.000 10,500 (WALL MOUNTED) 122 SUBSURFACE DRIP IRRIGATION PIPE LF 3.1500 88,200.00 17,622.000 55,509 123 IRRIGATION CONTROLLER ENCLOSURE EA 2,625.0000 18,375.00 5.000 13,125 CABINET 124 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,625.0000 7,875.00 2.000 5,250 125 2" BACKFLOW PREVENTER ASSEMBLY EA 2,625.0000 7,875.00 1.000 2,625 126 SPRINKLER (TYPE A-5) EA 52.5000 14,700.00 100.000 5,250 127 SPRINKLER (TYPE B-1) EA 31.5000 3,465.00 40.000 1,260 128 SPRINKLER (TYPE C-2 MOD) EA 47.2500 63,787.50 1,023.000 48,336 129 2" GATE VALVE EA 420.0000 1,680.00 1.000 420 130 3" GATE VALVE EA 840.0000 1,680.00 1.000 840 PROGRAM CAS145 PAGE 6 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.7000 58,023.00 23,364.000 63,082 (F) LINE) 132 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 1.5000 7,533.00 6,043.000 9,064 (F) LINE) 133 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.3000 18,552.60 6,908.000 22,796 (F) (SUPPLY LINE) 134 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.9000 24,685.60 4,619.000 27,252 (F) (SUPPLY LINE) 135 2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 22,810.00 5,462.000 27,310 (F) (SUPPLY LINE) 136 3" PLASTIC PIPE (SCHEDULE 40) LF 4.7500 9,666.25 2,035.000 9,666 (F) (SUPPLY LINE) 137 8" PLASTIC PIPE (SCHEDULE 40) LF 16.3000 880.20 0.000 0 (F) (SUPPLY LINE) 138 AIR/VACUMM RELIEF VALVE EA 68.0000 1,020.00 15.000 1,020 139 AUTOMATIC FLUSH VALVE EA 63.0000 945.00 15.000 945 140 1" BALL VALVE EA 236.0000 944.00 13.000 3,068 141 1-1/4" BALL VALVE EA 263.0000 789.00 1.000 263 142 1-1/2" BALL VALVE EA 315.0000 6,615.00 21.000 6,615 143 2" BALL VALVE EA 368.0000 4,048.00 14.000 5,152 144 6" BITUMINOUS COATED STEEL PIPE LF 63.0000 8,190.00 0.000 0 CONDUIT (.064" THICK) 145 6" WELDED STEEL PIPE CONDUIT LF 79.2500 65,777.50 611.000 48,421 (.250" THICK) 146 HYDROMULCH SQFT 0.1100 4,840.00 44,000.000 4,840 147 HYDROSEED SQFT 0.6700 29,480.00 44,000.000 29,480 148 CLASS 4 AGGREGATE SUBBASE CY 22.7000 177,060.00 7,720.470 175,254 149 CLASS 2 AGGREGATE BASE (CY) CY 29.6000 449,920.00 14,974.980 443,259 150 CLASS 3 AGGREGATE BASE (CY) CY 20.0000 826,000.00 41,810.480 836,209 151 LEAN CONCRETE BASE CY 112.9000 2,314,450.00 21,167.140 2,389,770 152 HOT MIX ASPHALT TON 78.3000 2,709,180.00 35,560.510 2,784,387 153 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 4.5000 3,195.00 710.000 3,195 (PAVING FABRIC) 154 DATA CORE LS 9,000.0000 9,000.00 1.000 9,000 155 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.6500 418.50 823.000 3,826 156 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.6500 2,604.00 723.000 3,361 157 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.6500 13,996.50 2,658.000 12,359 PROGRAM CAS145 PAGE 7 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.6500 930.00 267.000 1,241 159 PLACE HOT MIX ASPHALT SQYD 18.4000 10,488.00 0.000 0 (MISCELLANEOUS AREA) 160 TACK COAT TON 650.0000 5,200.00 6.542 4,252 161 JOINTED PLAIN CONCRETE PAVEMENT CY 148.8500 4,926,935.00 33,435.623 4,976,892 162 SEAL PAVEMENT JOINT LF 2.8000 372,400.00 0.000 0 163 SEAL ISOLATION JOINT LF 12.6000 176,400.00 0.000 0 164 CRACK EXISTING CONCRETE PAVEMENT SQYD 1.8000 23,400.00 13,000.000 23,400 165 GROUND ANCHOR (SUBHORIZONTAL) EA 4,660.0000 172,420.00 37.000 172,420 166 RETAINING WALL (MASONRY WALL) SQFT 33.0000 12,804.00 388.000 12,804 (F) 167 JACKING SUPERSTRUCTURE LS 305,400.0000 305,400.00 0.000 0 168 16" PVC PIPE CASING LF 177.5000 59,640.00 336.000 59,640 169 STEEL SOLDIER PILE (W 12 X 40) LF 58.0000 91,060.00 1,570.000 91,060 170 FURNISH STEEL PILING (HP 14 X 89) LF 45.5500 551,155.00 12,100.000 551,155 171 DRIVE STEEL PILE (HP 14 X 89) EA 1,050.0000 325,500.00 310.000 325,500 172 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 59.5000 497,717.50 8,448.420 502,680 173 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 51.0000 4,410,735.00 87,023.600 4,438,203 174 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 206.0000 1,847,820.00 8,970.000 1,847,820 175 FURNISH PILING (CLASS 90) LF 33.6000 1,227,072.00 16,359.500 549,679 (ALTERNATIVE X) 176 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 840.0000 997,080.00 1,189.000 998,760 177 60" CAST-IN-DRILLED-HOLE CONCRETE LF 560.0000 117,600.00 210.000 117,600 PILE (SIGN FOUNDATION) 178 36" DRILLED HOLE LF 32.5000 16,250.00 500.000 16,250 179 PRESTRESSING CAST-IN-PLACE CONCRETE LS 421,100.0000 421,100.00 1.000 421,100 180 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 247.0000 694,070.00 2,810.000 694,070 (F) 181 STRUCTURAL CONCRETE, BRIDGE CY 561.0000 5,466,945.00 9,745.000 5,466,945 (F) 182 STRUCTURAL CONCRETE, RETAINING WALL CY 370.0000 6,086,870.00 16,287.000 6,026,190 (F) 183 STRUCTURE CONCRETE (PUMPING PLANT) CY 567.0000 320,355.00 565.000 320,355 (F) 184 STRUCTURAL CONCRETE, APPROACH SLAB CY 552.0000 262,752.00 476.000 262,752 (F) (TYPE N) PROGRAM CAS145 PAGE 8 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 STRUCTURAL CONCRETE, BOX CULVERT CY 952.0000 266,560.00 255.400 243,140 (F) 186 STRUCTURAL CONCRETE, CULVERT PROTECTION CY 410.0000 92,250.00 225.000 92,250 (F) 187 MINOR CONCRETE (MINOR STRUCTURE) CY 1,418.0000 650,862.00 428.100 607,045 (F) 188 MINOR CONCRETE (BACKFILL) CY 152.0000 912.00 50.300 7,645 (F) 189 ARCHITECTURAL TREATMENT (SPLIT SLATE) SQFT 3.1500 103,020.75 32,705.000 103,020 (F) 190 ARCHITECTURAL TREATMENT SQFT 44.1000 290,619.00 6,590.000 290,619 (F) (SUNRAY-SPLIT SLATE) 191 ARCHITECTURAL TREATMENT SQFT 2.6500 197,849.00 74,660.000 197,849 (F) (SPLIT SLATE-FRACTURED RIB) 192 FRACTURED RIB TEXTURE SQFT 14.7000 11,760.00 800.000 11,760 (F) 193 CONCRETE (RAPID SETTING) CY 550.0000 18,700.00 0.000 0 194 FURNISH PRECAST PRESTRESSED CONCRETE EA 21,000.0000 819,000.00 39.000 819,000 GIRDER (70'-80') 195 ERECT PRECAST PRESTRESSED CONCRETE EA 3,425.0000 133,575.00 39.000 133,575 (F) GIRDER 196 MASONRY BLOCK WALL SQFT 26.2500 3,675.00 140.000 3,675 (F) 197 PILASTER, SOUND WALL CY 1,435.0000 119,105.00 83.000 119,105 198 JOINT SEAL (MR 1") LF 43.0000 19,780.00 460.000 19,780 199 JOINT SEAL (MR 2") LF 70.0000 26,810.00 0.000 0 200 BAR REINFORCING STEEL (BRIDGE) LB 0.9200 3,853,512.00 4,193,790.000 3,858,286 (F) 201 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8800 4,018,207.60 4,560,804.000 4,013,507 (F) 202 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8700 40,994.40 42,853.000 37,282 (F) 203 BAR REINFORCING STEEL LB 0.8800 19,800.00 22,500.000 19,800 (F) (CULVERT PROTECTION) 204 BAR REINFORCING STEEL (PUMPING PLANT) LB 1.1200 159,376.00 142,300.000 159,376 (F) 205 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 206 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.6000 37,628.00 8,180.000 37,628 (F) WITH WALKWAY) 207 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.2000 9,816.00 8,180.000 9,816 (F) WITH WALKWAY) 208 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2000 393,536.00 122,980.000 393,536 (F) 209 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3200 39,353.60 122,980.000 39,353 (F) 210 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 20,410.00 1,570.000 20,410 211 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0000 8,740.00 380.000 8,740 PROGRAM CAS145 PAGE 9 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 22.0000 4,400.00 199.700 4,393 213 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 12,900.00 1,244.100 12,441 (0.063"-UNFRAMED) 214 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,730.00 454.000 4,994 (0.080"-UNFRAMED) 215 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,210.00 161.500 2,099 (0.063"-FRAMED) 216 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 795.00 52.500 787 (0.080"-FRAMED) 217 METAL (BARRIER MOUNTED SIGN) LB 20.0000 17,400.00 674.800 13,496 218 METAL (MEDIAN BARRIER MOUNTED SIGN) LB 16.0000 92,800.00 5,443.800 87,100 219 ROADSIDE SIGN-ONE POST (METAL) EA 450.0000 22,050.00 66.000 29,700 220 ROADSIDE SIGN - ONE POST EA 400.0000 10,800.00 27.000 10,800 221 ROADSIDE SIGN - TWO POST EA 950.0000 9,500.00 10.000 9,500 222 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 4,455.00 30.000 4,050 METHOD) 223 INSTALL SIGN PANEL EA 150.0000 450.00 4.000 600 (BARRIER/WALL MOUNTED) 224 TIMBER LAGGING MFBM 2,204.0000 44,080.00 20.000 44,080 (F) 225 SOUND WALL (MASONRY BLOCK) SQFT 11.8000 895,443.00 75,885.000 895,443 (F) 226 18" PLASTIC PIPE LF 79.0000 3,713.00 47.000 3,713 227 12" REINFORCED CONCRETE PIPE LF 66.0000 6,600.00 100.000 6,600 228 18" REINFORCED CONCRETE PIPE LF 56.0000 160,160.00 3,413.700 191,167 229 24" REINFORCED CONCRETE PIPE LF 57.0000 328,890.00 5,815.700 331,494 230 27" REINFORCED CONCRETE PIPE LF 84.0000 131,040.00 1,560.000 131,040 231 48" REINFORCED CONCRETE PIPE LF 182.0000 478,660.00 2,630.000 478,660 232 12" CORRUGATED STEEL PIPE (.079" THICK) LF 157.5000 630.00 8.000 1,260 233 48" CORRUGATED STEEL PIPE (.079" THICK) LF 2,595.0000 7,785.00 3.000 7,785 234 WELDED STEEL PIPE CASING (BRIDGE) LF 125.0000 6,625.00 53.000 6,625 235 18" CONCRETE FLARED END SECTION EA 790.0000 1,580.00 2.000 1,580 236 36" PRECAST CONCRETE PIPE MANHOLE LF 158.0000 20,540.00 135.600 21,424 237 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 125.0000 6,000.00 49.200 6,150 (CY) 238 CONCRETE (CHANNEL LINING) CY 600.0000 33,600.00 8.900 5,340 PROGRAM CAS145 PAGE 10 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 750.00 150.000 750 240 MINOR CONCRETE (GUTTER) (LF) LF 35.0000 5,950.00 170.000 5,950 241 DETECTABLE WARNING SURFACE SQFT 35.7000 15,708.00 440.000 15,708 242 MINOR CONCRETE (GUTTER DEPRESSION) CY 352.0000 11,264.00 32.000 11,264 243 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 352.0000 612,480.00 1,678.540 590,846 AND DRIVEWAY) 244 MINOR CONCRETE (MEDIAN CURB) CY 667.0000 20,010.00 30.000 20,010 245 MINOR CONCRETE (TEXTURED PAVING) CY 650.0000 58,500.00 105.230 68,399 246 INTERLOCKING PAVER SQFT 12.0000 37,440.00 0.000 0 247 MINOR CONCRETE (CURB RAMP) CY 383.0000 19,533.00 51.000 19,533 248 DRAINAGE PUMPING EQUIPMENT LS 488,100.0000 488,100.00 1.000 488,100 249 PUMPING PLANT ELECTRICAL EQUIPMENT LS 328,100.0000 328,100.00 1.000 328,100 250 MISCELLANEOUS IRON AND STEEL LB 1.5500 66,336.90 41,879.000 64,912 (F) 251 MISCELLANEOUS METAL LB 5.0000 1,840.00 368.000 1,840 (F) 252 MISCELLANEOUS METAL (BRIDGE) LB 3.0000 29,085.00 9,695.000 29,085 (F) 253 BRIDGE DECK DRAINAGE SYSTEM LB 4.7000 48,034.00 10,220.000 48,034 (F) 254 PUMPING PLANT METAL WORK LB 8.7700 175,838.50 20,050.000 175,838 (F) 255 ABANDON SEWER MANHOLE EA 1,155.0000 4,620.00 4.000 4,620 256 MINOR CONCRETE (CONCRETE ENCASEMENT) CY 152.0000 304.00 2.000 304 257 ADJUST MANHOLE TO GRADE (SEWER) EA 1,785.0000 21,420.00 12.000 21,420 258 8" VITRIFIED CLAY SEWER PIPE LF 107.0000 108,070.00 1,010.000 108,070 259 27" VITRIFIED CLAY SEWER PIPE LF 165.0000 123,750.00 750.000 123,750 260 CAP SEWER MANHOLE EA 735.0000 735.00 1.000 735 261 48" SANITARY SEWER MANHOLE EA 4,935.0000 34,545.00 7.000 34,545 262 60" SANITARY SEWER MANHOLE EA 19,425.0000 38,850.00 2.000 38,850 263 72" SANITARY SEWER MANHOLE EA 21,630.0000 21,630.00 1.000 21,630 264 96" SANITARY SEWER MANHOLE EA 25,830.0000 25,830.00 1.000 25,830 265 JACKED 48" WELDED STEEL PIPE LF 950.0000 247,000.00 260.000 247,000 (0.69" THICK) PROGRAM CAS145 PAGE 11 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 JACKED 24" REINFORCED CONCRETE PIPE LF 759.0000 174,570.00 230.000 174,570 (CLASS V) 267 JACKED 48" REINFORCED CONCRETE PIPE LF 832.0000 291,200.00 350.000 291,200 (CLASS V) 268 TEMPORARY FENCE (TYPE CL-6) LF 23.1000 16,632.00 680.000 15,708 269 TEMPORARY CHAIN LINK FENCE WITH PRIVACY LF 14.7000 176,400.00 8,239.000 121,113 SCREEN (TYPE CL-6) 270 CHAIN LINK FENCE (TYPE CL-6) LF 27.0000 12,690.00 206.000 5,562 271 12' CHAIN LINK GATE (TYPE CL-6) EA 3,265.0000 3,265.00 1.000 3,265 272 12' TEMPORARY CHAIN LINK GATE EA 3,265.0000 22,855.00 7.000 22,855 (TYPE CL-6) 273 MILEPOST MARKER EA 105.0000 1,890.00 6.000 630 274 METAL BEAM GUARD RAILING (WOOD POST) LF 36.2000 28,236.00 0.000 0 275 CHAIN LINK RAILING (TYPE 3 MODIFIED) LF 122.0000 118,950.00 975.000 118,950 (F) 276 PEDESTRIAN RAILING LF 142.5000 95,760.00 672.000 95,760 (F) 277 TUBULAR HANDRAILING LF 57.5500 75,966.00 1,320.000 75,966 (F) 278 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 147.0000 143,325.00 975.000 143,325 (F) 279 HANDRAILING LF 177.2000 44,300.00 250.000 44,300 280 CABLE RAILING LF 27.3000 19,110.00 700.000 19,110 (F) 281 TRANSITION RAILING (TYPE WB) EA 3,775.0000 22,650.00 0.000 0 282 END CAP (TYPE TC) EA 630.0000 2,520.00 6.000 3,780 283 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,365.0000 5,460.00 0.000 0 284 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,375.0000 37,125.00 0.000 0 285 CRASH CUSHION (REACT 9CBB) EA 71,500.0000 71,500.00 0.000 0 286 CONCRETE BARRIER (TYPE 60C) LF 95.0000 15,200.00 152.230 14,461 287 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 288 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 53.2500 129,397.50 2,430.000 129,397 289 CONCRETE BARRIER (TYPE 60G) LF 53.1500 178,052.50 3,762.620 199,983 290 CONCRETE BARRIER (TYPE 60GA) LF 69.9000 9,506.40 136.000 9,506 291 CONCRETE BARRIER (TYPE 60GC) LF 70.6000 67,070.00 493.200 34,819 292 CONCRETE BARRIER (TYPE 60GE) LF 283.0000 155,650.00 479.280 135,636 PROGRAM CAS145 PAGE 12 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 388.0000 11,252.00 25.000 9,700 294 CONCRETE BARRIER (TYPE 732A MODIFIED) LF 82.0000 22,960.00 0.000 0 (F) 295 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 135.0000 51,570.00 701.150 94,655 (F) 296 CONCRETE BARRIER (TYPE 736A) LF 73.0000 10,220.00 140.000 10,220 (F) 297 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 79.0000 21,172.00 268.000 21,172 (F) 298 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 72.0000 508,536.00 6,783.000 488,376 (F) 299 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 85.0000 151,725.00 1,785.000 151,725 (F) 300 CALIFORNIA ST-10 BRIDGE RAIL LF 206.0000 140,904.00 684.000 140,904 (F) 301 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 52,920.00 0.000 0 302 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7400 136,900.00 0.000 0 303 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 3,816.00 0.000 0 (BROKEN 12-3) 304 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1500 32,130.00 0.000 0 305 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 72.80 0.000 0 (BROKEN 6-1) 306 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 28,080.00 0.000 0 (BROKEN 36-12) 307 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 2,782.00 0.000 0 (BROKEN 17-7) 308 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5800 5,858.00 0.000 0 (BROKEN 36-12) 309 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2100 45,360.00 308,902.880 64,869 310 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.6500 9,407.50 2,130.000 5,644 311 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 17,010.00 7,106.000 7,461 312 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.6500 44,520.00 4,088.000 10,833 313 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,500.0000 10,500.00 1.000 10,500 SYSTEM ELEMENTS DURING CONSTRUCTION 314 SIGNAL AND LIGHTING (LOCATION 1) LS 236,250.0000 236,250.00 1.000 236,250 315 LIGHTING (CITY STREET) LS 446,250.0000 446,250.00 1.000 446,250 316 LIGHTING (TUNNEL) LS 63,000.0000 63,000.00 1.000 63,000 317 INTERCONNECTION CONDUIT AND CABLE (LS) LS 73,500.0000 73,500.00 1.000 73,500 318 WORK AT NORWALK HUB BUILDING AND LOS LS 9,450.0000 9,450.00 1.000 9,450 ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER PROGRAM CAS145 PAGE 13 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 319 MODIFY COMMUNICATION SYSTEM LS 525,000.0000 525,000.00 1.000 525,000 320 ELECTRIC SERVICE (IRRIGATION) LS 10,500.0000 10,500.00 1.000 10,500 321 INDUCTIVE LOOP DETECTOR (LS) LS 84,000.0000 84,000.00 0.000 0 322 MICROWAVE VEHICLE DETECTION SYSTEM LS 52,500.0000 52,500.00 1.000 52,500 (TEMPORARY) 323 MODIFY TRAFFIC MONITORING STATION LS 157,500.0000 157,500.00 1.000 157,500 324 MODIFY RAMP METERING SYSTEM LS 210,000.0000 210,000.00 1.000 210,000 325 TEMPORARY RAMP METERING SYSTEM LS 21,000.0000 21,000.00 1.000 21,000 326 TEMPORARY TRAFFIC MONITORING STATION LS 31,500.0000 31,500.00 1.000 31,500 327 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 288,750.0000 288,750.00 1.000 288,750 328 MODIFY LIGHTING AND SIGN ILLUMINATION LS 556,500.0000 556,500.00 1.000 556,500 329 MODIFY SIGNAL AND LIGHTING LS 341,250.0000 341,250.00 1.000 341,250 (CITY STREET LOCATION 3) 330 TEMPORARY SIGNAL SYSTEM LS 273,000.0000 273,000.00 0.000 0 (CITY STREET LOCATION 4) 331 MODIFY SIGNAL AND LIGHTING LS 21,000.0000 21,000.00 1.000 21,000 (CITY STREET LOCATION 5) 332 TEMPORARY LIGHTING AND SIGN ILLUMINATION LS 315,000.0000 315,000.00 1.000 315,000 333 SYSTEM TESTING AND DOCUMENTATION LS 15,750.0000 15,750.00 1.000 15,750 334 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 335 MODIFY SIGNAL AND LIGHTING (LOCATION 6) LS 168,000.0000 168,000.00 1.000 168,000 336 GUARD POST EA 300.0000 1,500.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 02/16/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215954 TIME 04:49 PM ESTIMATE NO. 102 BID OPENING 01/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/23/22 R.E. NAME: TON, THANG DATE OF THIS ESTIMATE 02/16/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 71,873,699.75 ADJUSTMENT OF COMPENSATION 1,425,205.73 2,870,871.56 EXTRA WORK 16,573.54 11,313,379.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,441,779.27 86,057,950.35 337 MOBILIZATION LS 4,700,000.0000 4,700,000.00 1.000 4,700,000 ORIGINAL CONTRACT AMOUNT 79,220,576.40 TOTAL WORK COMPLETED 1,441,779.27 90,757,950.35 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -24,843.54 TOTAL 1,451,779.27 90,733,106.81 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/13/14 1150 02/02/15 07/07/14 05/23/22 1288 672 138 0 100% 100% TON, THANG RESIDENT ENGINEER