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 06/18/24 EST. NO. 056 TIME 10:18 AM R.E. NAME: RAMADAN, KIFAH 12-0K0214 --------------------------------------------------------------------------- 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 0353 53,829.26 E.W. @ F.A.(+) 031124 N 1388.0 0360 3,573.80 090523 N 1450.0 002 0162 708.65 E.W. @ F.A.(+) 050421 N 1451.0 0163 9,930.37 033022 N 1452.0 065 0050 3,306.60 E.W. @ F.A.(+) 022024 N 1448.0 073 0004 45,247.77 A.C. @ L.S.(+) 090922 N 0001 0 092 0010 3,144.09 E.W. @ F.A.(+) 031224 N 1387.0 106 0023 160,377.00 E.W. @ L.S.(+) 040724 N 0001 0 280,117.54 TOTAL THIS ESTIMATE 7,515,518.48 TOTAL PREVIOUS ESTIMATE 7,795,636.02 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 06/18/24 EST. NO. 056 TIME 10:18 AM R.E. NAME: RAMADAN, KIFAH 12-0K0214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SB I-5 LATE PICKUP -57,500.00 035 CEM 4401 CY 2022 -10,000.00 040 STG3 ABT1 CONC COMPL -940.50 040 CEM 4401 CY 2022 10,000.00 041 CEM 4401 CY 2023 -10,000.00 053 CEM4401 CY2023 10,000.00 055 0.00 -58,440.50 TOTAL DEDUCTIONS 0.00 -58,440.50 PROGRAM CAS145 PAGE 1 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 10:18 AM ESTIMATE NO. 056 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: RAMADAN, KIFAH DATE OF THIS ESTIMATE 06/18/24 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-5-12.4/14.5 ----------------------- ORTIZ ENTERPRISES, INC. IN ORANGE COUNTY IN SAN JUAN 6 CUSHING SUITE 200; CAPISTRANO AND MISSION VIEJO FROM IRVINE CA 92618 0.5 MILE SOUTH OF AVERY PKWY UC TO 0.8 MILE NORTH OF CROWN VALLEY PKWY OC FED. AID NO. ACIM-052(19) ,STPL-6071(103) ,STPL-6212(21) ADD ONE LANE IN EACH DIRECTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 85,000.0000 85,000.00 0.750 63,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,980.0000 8,857,800.00 22.000 175,560.00 1,027.000 8,195,460 004 CONSTRUCTION AREA SIGNS LS 350,000.0000 350,000.00 0.007 2,450.00 0.894 312,900 005 TRAFFIC CONTROL SYSTEM LS 1,240,000.0000 1,240,000.00 0.010 12,400.00 0.980 1,215,200 006 TYPE II BARRICADE EA 300.0000 22,200.00 0.000 0 007 TYPE III BARRICADE EA 350.0000 4,900.00 3.000 1,050.00 169.000 59,150 008 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 31,200.00 48.000 1,920.00 1,683.000 67,320 009 PORTABLE DELINEATOR EA 50.0000 10,500.00 18.000 900.00 107.000 5,350 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 75,000.0000 75,000.00 0.818 61,350 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 9,500.0000 570,000.00 63.000 598,500 012 TEMPORARY RAILING (TYPE K) LF 17.0000 1,717,000.00 102,740.000 1,746,580 013 TEMPORARY CRASH CUSHION MODULE EA 350.0000 252,000.00 627.000 219,450 014 TEMPORARY CRASH CUSHION (ALTERNATIVE EA 7,500.0000 97,500.00 32.000 240,000 INLINE BARRIER) 015 TEMPORARY TRAFFIC SCREEN LF 4.0000 165,600.00 41,363.000 165,452 016 JOB SITE MANAGEMENT LS 80,000.0000 80,000.00 0.010 800.00 0.980 78,400 017 PREPARE STORM WATER POLLUTION PREVENTION LS 180,000.0000 180,000.00 0.750 135,000 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 4,500.00 45.000 22,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 14,000.00 45.000 15,750 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 4.000 8,000 021 TEMPORARY HYDRAULIC MULCH SQYD 0.7200 56,160.00 82,222.000 59,199 (BONDED FIBER MATRIX) 022 TEMPORARY CHECK DAM LF 6.0000 26,760.00 7,582.000 45,492 PROGRAM CAS145 PAGE 2 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 10:18 AM ESTIMATE NO. 056 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: RAMADAN, KIFAH DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 175,000.00 392.000 196,000 024 TEMPORARY FIBER ROLL LF 5.0000 168,500.00 63,938.000 319,690 025 TEMPORARY SILT FENCE LF 5.0000 36,100.00 8,993.000 44,965 026 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 210,000.00 24.000 144,000 027 STREET SWEEPING LS 370,000.0000 370,000.00 0.010 3,700.00 0.980 362,600 028 TEMPORARY CONCRETE WASHOUT LS 70,000.0000 70,000.00 0.010 700.00 0.980 68,600 029 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,500.0000 1,500.00 1.000 1,500 030 WATER QUALITY MONITORING REPORT EA 2,500.0000 2,500.00 0.000 0 031 ASBESTOS COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 7,120.00 300.000 600 STRIPE (HAZARDOUS WASTE) 033 TREATED WOOD WASTE LB 0.7000 53,410.00 46,728.000 32,709 034 VIBRATION MONITORING LS 105,000.0000 105,000.00 1.000 105,000 035 SURVEY AND MONITORING OF EXISTING LS 30,000.0000 30,000.00 0.500 15,000 NON-HIGHWAY FACILITIES 036 BUILDING SURVEY LS 60,000.0000 60,000.00 0.700 42,000 037 REMOVE CONCRETE (STRUCTURE) CY 160.0000 9,760.00 61.000 9,760 038 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 90.0000 65,700.00 1,039.120 93,520 039 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.5000 6,025.00 5,476.700 13,691 040 CLEARING AND GRUBBING (LS) LS 435,000.0000 435,000.00 1.000 435,000 041 DUST PALLIATIVE LS 25,000.0000 25,000.00 0.010 250.00 0.910 22,750 042 ROADWAY EXCAVATION CY 26.0000 6,994,000.00 271,694.390 7,064,054 043 STRUCTURE EXCAVATION (BRIDGE) CY 52.0000 585,572.00 11,261.000 585,572 (F) 044 STRUCTURE EXCAVATION (TYPE A) CY 50.0000 116,600.00 2,332.000 116,600 (F) 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 78.0000 2,638,740.00 35,054.000 2,734,212 (F) 046 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 60.0000 37,860.00 580.000 34,800 (F) 047 STRUCTURE EXCAVATION (GROUND ANCHOR CY 135.0000 40,905.00 303.000 40,905 (F) WALL) 048 STRUCTURE BACKFILL (BRIDGE) CY 48.0000 531,936.00 11,082.000 531,936 (F) 049 STRUCTURE BACKFILL (RETAINING WALL) CY 112.0000 2,902,816.00 26,883.000 3,010,896 (F) PROGRAM CAS145 PAGE 3 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 10:18 AM ESTIMATE NO. 056 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: RAMADAN, KIFAH DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 53.0000 1,431.00 27.000 1,431 (F) 051 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 100.0000 100.00 1.000 100 (F) 052 PERVIOUS BACKFILL MATERIAL (RETAINING CY 38.0000 52,060.00 1,396.000 53,048 (F) WALL) 053 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 235.0000 55,460.00 238.000 55,930 (F) 054 CONCRETE BACKFILL CY 230.0000 59,570.00 303.270 69,752 (F) 055 LEAN CONCRETE BACKFILL CY 227.0000 59,701.00 256.000 58,112 (F) 056 GROUND MONITORING LS 110,000.0000 110,000.00 1.223 134,530 057 IMPORTED BORROW (CY) CY 7.3500 169,785.00 13,628.500 100,169 058 RELOCATE IRRIGATION CONTROLLER EA 3,500.0000 10,500.00 0.000 0 059 MAINTAIN EXISTING PLANTED AREAS LS 24,000.0000 24,000.00 0.571 13,704 060 CHECK AND TEST EXISTING IRRIGATION LS 7,500.0000 7,500.00 1.000 7,500 FACILITIES 061 OPERATE EXISTING IRRIGATION FACILITIES LS 24,000.0000 24,000.00 0.820 19,680 062 REMOVE IRRIGATION FACILITY LS 50,500.0000 50,500.00 1.000 50,500 063 CONTROL AND NEUTRAL CONDUCTORS LS 47,000.0000 47,000.00 0.487 22,889 (ARMOR-CLAD) 064 1" REMOTE CONTROL VALVE EA 470.0000 940.00 2.000 940.00 2.000 940 065 1 1/2" REMOTE CONTROL VALVE EA 590.0000 6,490.00 4.000 2,360.00 8.000 4,720 066 3" REMOTE CONTROL VALVE EA 1,810.0000 5,430.00 1.000 1,810.00 1.000 1,810 067 4" GALVANIZED STEEL PIPE LF 125.0000 70,625.00 0.000 0 (F) (SUPPLY LINE ON BRIDGE) 068 3" BACKFLOW PREVENTER ASSEMBLY EA 9,100.0000 27,300.00 1.000 9,100.00 1.000 9,100 069 FLOW SENSOR EA 5,400.0000 16,200.00 1.000 5,400.00 1.000 5,400 070 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 110.0000 2,750.00 25.000 2,750 071 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 140.0000 560.00 0.000 0 072 RISER SPRINKLER ASSEMBLY EA 95.0000 3,610.00 0.000 0 073 3" GATE VALVE EA 1,500.0000 31,500.00 8.000 12,000 074 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 7,385.00 200.000 1,400.00 1,055.000 7,385 (F) LINE) 075 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.5000 8,325.00 400.000 3,000 (F) (SUPPLY LINE) 076 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.5000 1,837.50 245.000 1,837 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 4 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 10:18 AM ESTIMATE NO. 056 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: RAMADAN, KIFAH DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 4,200.00 525.000 4,200 (F) (SUPPLY LINE) 078 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 440.00 0.000 0 (F) (SUPPLY LINE) 079 6" PLASTIC PIPE (SCHEDULE 40) LF 180.0000 5,760.00 32.000 5,760 (F) (SUPPLY LINE) 080 3" PLASTIC PIPE (CLASS 315) LF 13.5000 187,515.00 7,720.000 104,220 (F) (SUPPLY LINE) 081 6" PLASTIC PIPE (CLASS 315) LF 37.0000 135,605.00 0.000 0 (F) (SUPPLY LINE) 082 BALL VALVE EA 1,420.0000 9,940.00 3.000 4,260.00 4.000 5,680 083 12" CORRUGATED HIGH DENSITY LF 93.0000 132,990.00 897.000 83,421 POLYETHYLENE PIPE CONDUIT 084 BONDED FIBER MATRIX (SQFT) SQFT 0.0700 51,310.00 493,000.000 34,510 085 HYDROMULCH SQFT 0.1000 2,600.00 0.000 0 086 HYDROSEED SQFT 0.1200 3,120.00 0.000 0 087 PERMANENT EROSION CONTROL ESTABLISHMENT LS 100,000.0000 100,000.00 0.000 0 WORK 088 FINISHING ROADWAY LS 500,000.0000 500,000.00 0.030 15,000.00 0.920 460,000 089 CLASS 2 AGGREGATE SUBBASE CY 28.0000 2,293,200.00 3,211.000 89,908.00 85,431.760 2,392,089 090 CLASS 2 AGGREGATE BASE (CY) CY 38.0000 1,143,800.00 450.400 17,115.20 28,810.420 1,094,795 091 LEAN CONCRETE BASE CY 255.0000 1,818,150.00 368.000 93,840.00 7,445.650 1,898,640 092 LEAN CONCRETE BASE RAPID SETTING CY 560.0000 268,800.00 524.160 293,529 093 ASPHALT TREATED PERMEABLE BASE CY 251.0000 168,170.00 700.980 175,945 094 BASE BOND BREAKER SQYD 5.0000 286,000.00 3,151.000 15,755.00 52,516.730 262,583 095 HOT MIX ASPHALT (TYPE A) TON 94.0000 3,506,200.00 4,259.500 400,393.00 33,439.330 3,143,297 096 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 148.0000 985,680.00 91.500 13,542.00 7,934.980 1,174,377 097 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 9.0000 10,080.00 1,389.000 12,501 098 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.0000 100,800.00 11,272.000 101,448 099 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.0000 19,170.00 1,665.000 14,985 100 TACK COAT TON 900.0000 54,900.00 13.200 11,880.00 21.680 19,512 101 REMOVE ASPHALT CONCRETE DIKE LF 4.5000 75,600.00 19,504.000 87,768 102 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.5000 89,250.00 1,918.000 16,303.00 5,599.000 47,591 103 JOINTED PLAIN CONCRETE PAVEMENT CY 280.0000 6,440,000.00 1,103.000 308,840.00 22,044.090 6,172,345 PROGRAM CAS145 PAGE 5 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 10:18 AM ESTIMATE NO. 056 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: RAMADAN, KIFAH DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINTED PLAIN CONCRETE PAVEMENT CY 520.0000 603,200.00 1,340.490 697,054 (RSC) 105 REMOVE CONCRETE PAVEMENT (CY) CY 52.0000 1,149,200.00 16,889.600 878,259 106 GRIND EXISTING CONCRETE SQYD 7.0000 194,600.00 27,104.000 189,728 PAVEMENT 107 GROUND ANCHOR (SUBHORIZONTAL) EA 2,800.0000 722,400.00 257.000 719,600 108 MECHANICALLY STABILIZED EMBANKMENT, SQFT 92.0000 251,712.00 2,653.920 244,160 (F) LOCATION A 109 MECHANICALLY STABILIZED EMBANKMENT, SQFT 82.0000 376,134.00 4,522.650 370,857 (F) LOCATION B 110 MECHANICALLY STABILIZED EMBANKMENT, SQFT 96.0000 187,776.00 1,897.320 182,142 (F) LOCATION C 111 MECHANICALLY STABILIZED EMBANKMENT, SQFT 82.0000 422,382.00 5,052.700 414,321 (F) LOCATION D 112 STEEL SOLDIER PILE (W 14 X 53) LF 97.0000 348,521.00 3,555.000 344,835 113 36" DRILLED HOLE LF 125.0000 244,250.00 1,933.000 241,625 114 FURNISH STEEL PILING (HP 12 X 84) LF 45.0000 1,343,565.00 29,857.000 1,343,565 115 DRIVE STEEL PILE (HP 12 X 84) EA 1,000.0000 786,000.00 786.000 786,000 116 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 447.0000 581,994.00 1,302.000 581,994 117 FURNISH 24" CAST-IN-STEEL SHELL LF 86.0000 1,699,360.00 19,760.000 1,699,360 CONCRETE PILING 118 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 3,020.0000 918,080.00 304.000 918,080 PILE 119 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,200.0000 168,000.00 132.000 158,400 PILE (SIGN FOUNDATION) 120 60" CAST-IN-DRILLED-HOLE CONCRETE LF 995.0000 437,800.00 391.000 389,045 PILE (SIGN FOUNDATION) 121 SEAL COURSE CONCRETE CY 400.0000 356,000.00 1,060.518 424,207 122 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 437,700.00 1,458.999 437,699 (F) 123 STRUCTURAL CONCRETE, BRIDGE CY 800.0000 1,296,000.00 1,600.802 1,280,641 (F) 124 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 661,500.00 735.000 661,500 (F) (POLYMER FIBER) 125 STRUCTURAL CONCRETE, RETAINING WALL CY 355.0000 3,760,515.00 10,783.853 3,828,267 (F) 126 STRUCTURAL CONCRETE, BARRIER SLAB CY 485.0000 300,700.00 620.000 300,700 (F) 127 STRUCTURAL CONCRETE, APPROACH SLAB CY 940.0000 441,800.00 470.000 441,800 (F) (TYPE N) 128 STRUCTURAL CONCRETE, BOX CULVERT CY 1,500.0000 502,500.00 296.000 444,000 (F) 129 STRUCTURAL CONCRETE, HEADWALL CY 1,430.0000 58,630.00 41.000 58,630 (F) 130 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,520.0000 1,693,440.00 24.350 61,362.00 611.850 1,541,862 (F) PROGRAM CAS145 PAGE 6 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 10:18 AM ESTIMATE NO. 056 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: RAMADAN, KIFAH DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 698,400.00 0.600 720.00 569.200 683,040 (F) 132 ARCHITECTURAL TREATMENT (CUSTOM SCENE) SQFT 66.0000 230,934.00 3,499.000 230,934 (F) 133 ARCHITECTURAL TREATMENT (SLATE TEXTURE) SQFT 20.0000 1,097,040.00 55,002.490 1,100,049 (F) 134 ARCHITECTURAL TREATMENT (STACKED STONE SQFT 56.0000 38,304.00 684.000 38,304 (F) TEXTURE) 135 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,500.0000 1,643,000.00 62.000 1,643,000 GIRDER (80'-90') 136 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 26,500.0000 53,000.00 2.000 53,000 GIRDER (80'-90') 137 ERECT PRECAST PRESTRESSED CONCRETE EA 2,000.0000 124,000.00 62.000 124,000 GIRDER 138 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 2,000.0000 4,000.00 2.000 4,000 GIRDER 139 JOINT SEAL (MR 1") LF 250.0000 84,750.00 339.000 84,750 140 BAR REINFORCING STEEL LB 6.0000 36,594.00 58.700 352.20 4,827.000 28,962 (F) 141 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 1,121,299.20 1,401,624.000 1,121,299 (F) 142 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 1,501,474.00 1,551,161.000 1,551,161 (F) 143 BAR REINFORCING STEEL (BOX CULVERT) LB 2.4000 154,281.60 58,971.600 141,531 (F) 144 HEADED BAR REINFORCEMENT EA 49.0000 2,548.00 52.000 2,548 (F) 145 STRUCTURAL SHOTCRETE CY 525.0000 87,675.00 167.000 87,675 (F) 146 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2000 1,785,000.00 396,998.000 1,667,391 (F) 147 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 170,000.00 395,990.000 158,396 (F) 148 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 25,015.00 5,002.000 25,010 (F) WITHOUT WALKWAY) 149 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 25,015.00 2,501.000 12,505 (F) WITHOUT WALKWAY) 150 REMOVE SIGN STRUCTURE (EA) EA 2,500.0000 42,500.00 18.000 45,000 151 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 2,500.00 1.000 2,500 152 TIMBER LAGGING MFBM 7,100.0000 312,400.00 43.000 305,300 (F) 153 CLEAN AND PAINT STEEL SOLDIER PILING LS 15,000.0000 15,000.00 1.000 15,000 154 REMOVE RETAINING WALL (LF) LF 75.0000 170,250.00 2,270.000 170,250 155 BRIDGE REMOVAL LS 300,000.0000 300,000.00 1.000 300,000 156 BRIDGE MONITORING LS 15,000.0000 15,000.00 1.000 15,000 157 18" ALTERNATIVE PIPE CULVERT LF 201.0000 48,240.00 439.500 88,339 PROGRAM CAS145 PAGE 7 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 10:18 AM ESTIMATE NO. 056 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: RAMADAN, KIFAH DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 24" ALTERNATIVE PIPE CULVERT LF 140.0000 88,200.00 734.800 102,872 159 12" PLASTIC PIPE LF 100.0000 65,800.00 552.400 55,240 160 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 152.0000 802,560.00 217.500 33,060.00 4,465.400 678,740 161 24" REINFORCED CONCRETE PIPE (CLASS IV) LF 184.0000 1,838,160.00 682.200 125,524.80 10,161.800 1,869,771 162 30" REINFORCED CONCRETE PIPE (CLASS IV) LF 124.0000 26,040.00 195.900 24,291 163 36" REINFORCED CONCRETE PIPE (CLASS IV) LF 167.0000 41,750.00 186.000 31,062 164 19"X30" OVAL SHAPED REINFORCED CONCRETE LF 205.0000 30,750.00 144.700 29,663 PIPE (CLASS II) 165 24" X 38" OVAL SHAPED REINFORCED LF 265.0000 76,850.00 283.100 75,021 CONCRETE PIPE (CLASS II) 166 3" SLOTTED PLASTIC PIPE UNDERDRAIN LF 9.0000 44,820.00 4,976.000 44,784 167 3" PLASTIC PIPE (EDGE DRAIN) LF 21.0000 5,250.00 249.000 5,229 168 DRAINAGE INLET MARKER EA 25.0000 825.00 0.000 0 169 18" CORRUGATED STEEL PIPE RISER LF 520.0000 62,400.00 97.500 50,700 (.079" THICK) 170 GRATED LINE DRAIN LF 170.0000 23,800.00 55.000 9,350 171 WELDED STEEL PIPE CASING (BRIDGE) LF 260.0000 20,800.00 80.000 20,800 172 18" CONCRETE FLARED END SECTION EA 3,000.0000 15,000.00 3.000 9,000 173 24" CONCRETE FLARED END SECTION EA 3,000.0000 15,000.00 5.000 15,000 174 36" CONCRETE FLARED END SECTION EA 4,300.0000 4,300.00 1.000 4,300 175 36" PRECAST CONCRETE PIPE INLET LF 500.0000 21,000.00 41.800 20,900 176 36" PRECAST CONCRETE PIPE MANHOLE LF 465.0000 15,810.00 26.600 12,369 177 ABANDON CULVERT (LF) LF 18.0000 41,220.00 1,389.600 25,012 178 ABANDON INLET EA 1,900.0000 9,500.00 9.000 17,100 179 REMOVE OVERSIDE DRAIN EA 1,050.0000 1,050.00 0.000 0 180 REMOVE CULVERT (LF) LF 22.0000 146,300.00 176.100 3,874.20 4,051.100 89,124 181 REMOVE REINFORCED CONCRETE BOX CULVERT LF 75.0000 30,750.00 81.600 6,120 (LF) 182 REMOVE INLET EA 870.0000 73,080.00 2.000 1,740.00 57.000 49,590 183 REMOVE HEADWALL EA 800.0000 4,000.00 6.000 4,800 184 REMOVE MANHOLE EA 950.0000 2,850.00 3.000 2,850 PROGRAM CAS145 PAGE 8 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 10:18 AM ESTIMATE NO. 056 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: RAMADAN, KIFAH DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 REMOVE CONCRETE FLARED END SECTION (EA) EA 415.0000 1,245.00 0.000 0 186 ADJUST INLET EA 750.0000 3,750.00 4.000 3,000 187 ADJUST MANHOLE TO GRADE EA 2,900.0000 5,800.00 0.000 0 188 REMOVE CONCRETE (CHANNEL) CY 100.0000 9,500.00 15.700 1,570 189 CAP INLET EA 1,950.0000 35,100.00 12.000 23,400 190 CAP MANHOLE EA 1,950.0000 1,950.00 1.000 1,950 191 SAND BACKFILL CY 135.0000 33,750.00 156.240 21,092 192 REMOVE SLOPE PAVING (SQYD) SQYD 10.0000 6,280.00 1,308.838 13,088 193 ROCK SLOPE PROTECTION CY 150.0000 2,250.00 16.900 2,535 (F) (FACING, METHOD B) (CY) 194 CONCRETE (CONCRETE APRON) CY 575.0000 115.00 0.200 115 195 SLOPE PAVING (CONCRETE) CY 780.0000 31,200.00 39.300 30,654 196 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 82.00 91.700 91 197 MINOR CONCRETE (CURB) (CY) CY 670.0000 34,170.00 51.100 34,237.00 90.670 60,748 198 MINOR CONCRETE (GUTTER) (LF) LF 28.0000 118,776.00 583.000 16,324.00 4,303.000 120,484 199 DETECTABLE WARNING SURFACE SQFT 52.0000 20,800.00 123.000 6,396.00 378.000 19,656 200 MINOR CONCRETE (MISCELLANEOUS CY 610.0000 61,000.00 91.700 55,937.00 189.300 115,473 CONSTRUCTION) (RAPID STRENGTH) 201 MINOR CONCRETE (CURB AND GUTTER) CY 508.0000 218,440.00 69.200 35,153.60 380.060 193,070 202 MINOR CONCRETE (DRIVEWAY) CY 1,200.0000 9,600.00 5.900 7,080 203 MINOR CONCRETE (SIDEWALK) CY 430.0000 103,200.00 70.100 30,143.00 220.830 94,956 204 MINOR CONCRETE (TEXTURED PAVING) CY 480.0000 268,800.00 446.000 214,080 205 MINOR CONCRETE (CURB RAMP) CY 1,000.0000 53,000.00 12.500 12,500.00 70.530 70,530 206 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 335.0000 73,700.00 221.000 74,035 207 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 380.0000 140,600.00 383.070 145,566 208 REMOVE CONCRETE (CURB AND GUTTER) LF 21.0000 233,100.00 1,175.000 24,675.00 11,233.000 235,893 209 PRE/POST CONSTRUCTION SURVEYS EA 22,500.0000 90,000.00 16.000 360,000 210 MISCELLANEOUS IRON AND STEEL LB 3.0000 331,377.00 91,280.000 273,840 (F) 211 GROUNDWATER MONITORING LS 30,000.0000 30,000.00 0.975 29,250 PROGRAM CAS145 PAGE 9 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 10:18 AM ESTIMATE NO. 056 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: RAMADAN, KIFAH DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 LIGHTING (CITY STREET) LS 200,000.0000 200,000.00 0.030 6,000.00 0.520 104,000 213 STONE VENEER SQFT 285.0000 176,700.00 620.000 176,700 214 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 44,100.00 5,310.000 79,650 215 CHAIN LINK FENCE (TYPE CL-4) LF 21.0000 34,860.00 1,597.000 33,537 216 CHAIN LINK FENCE (TYPE CL-6) LF 24.0000 192,960.00 6,350.000 152,400 217 12' CHAIN LINK GATE (TYPE CL-6) EA 3,000.0000 9,000.00 5.000 15,000 218 REMOVE CHAIN LINK FENCE LF 6.2500 64,375.00 10,888.000 68,050 219 REMOVE PAVEMENT MARKER EA 0.7000 27,230.00 8,161.000 5,712 220 DELINEATOR (CLASS 1) EA 60.0000 12,000.00 137.000 8,220 221 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 69,600.00 10,505.000 42,020 222 OBJECT MARKER (TYPE L) EA 60.0000 1,200.00 0.000 0 223 REMOVE ROADSIDE SIGN EA 175.0000 47,250.00 101.000 17,675 224 RELOCATE ROADSIDE SIGN EA 350.0000 1,050.00 1.000 350 225 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 15,680.00 268.000 7,504 226 FURNISH LAMINATED PANEL SIGN SQFT 25.0000 74,250.00 1,985.400 49,635 (1"-TYPE A) FOR RETROFLECTIVE SHEETING (TYPE XI) 227 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 15.0000 6,600.00 0.000 0 228 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 24,600.00 286.170 5,723 (0.063"-UNFRAMED) 229 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 17,000.00 371.830 7,436 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 230 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 8,800.00 159.500 3,190 (0.080"-UNFRAMED) 231 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 9,600.00 248.250 4,965 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 232 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 7,400.00 144.500 2,890 (0.063"-FRAMED) 233 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,800.00 65.000 1,300 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 234 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,400.00 52.500 1,050 (0.080"-FRAMED) 235 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 20,200.00 334.000 6,680 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 10 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 10:18 AM ESTIMATE NO. 056 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: RAMADAN, KIFAH DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 236 FURNISH RETROREFLECTIVE SHEETING SQFT 4.5000 26,505.00 3,419.270 15,386 (TYPE XI) 237 METAL (ROADSIDE SIGN) LB 12.0000 67,440.00 2,524.000 30,288 238 METAL (BARRIER MOUNTED SIGN) LB 12.0000 33,000.00 124.000 1,488 239 ROADSIDE SIGN - ONE POST EA 350.0000 42,000.00 42.000 14,700 240 ROADSIDE SIGN - TWO POST EA 500.0000 25,500.00 26.000 13,000 241 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 9,000.00 4.000 1,200 METHOD) 242 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 38.0000 106,020.00 2,438.000 92,644 243 VEGETATION CONTROL (MINOR CONCRETE) SQYD 51.0000 136,680.00 1,951.000 99,501 244 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 70.0000 33,600.00 950.000 66,500 245 CABLE RAILING LF 31.0000 130,541.00 4,337.000 134,447 (F) 246 TRANSITION RAILING (TYPE DTB) EA 5,700.0000 5,700.00 1.000 5,700 247 TRANSITION RAILING (TYPE WB-31) EA 5,100.0000 51,000.00 11.000 56,100 248 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 13,200.00 10.000 12,000 249 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 79,200.00 16.000 70,400 250 CRASH CUSHION (TYPE SCI-100GM) EA 50,000.0000 100,000.00 1.000 50,000 251 CONCRETE BARRIER (TYPE 60M) LF 115.0000 423,200.00 301.000 34,615.00 3,241.000 372,715 252 CONCRETE BARRIER (TYPE 60MD) LF 60.0000 123,120.00 2,052.000 123,120 253 CONCRETE BARRIER (TYPE 60MG) LF 90.0000 337,500.00 55.000 4,950 254 CONCRETE BARRIER (TYPE 60MGC) LF 105.0000 265,650.00 0.000 0 255 CONCRETE BARRIER (TYPE 60MGF) LF 400.0000 348,000.00 190.000 76,000.00 361.000 144,400 256 CONCRETE BARRIER (TYPE 60MGA MODIFIED) LF 105.0000 24,255.00 0.000 0 (F) 257 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 60.0000 108,360.00 1,124.000 67,440 258 CONCRETE BARRIER (TYPE 836A) LF 81.0000 262,440.00 3,238.000 262,278 259 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 107.0000 151,726.00 1,418.000 151,726 (F) 260 CONCRETE BARRIER (TYPE 836B) LF 90.0000 172,800.00 300.000 27,000.00 1,260.000 113,400 261 REMOVE GUARDRAIL LF 12.5000 50,000.00 3,972.000 49,650 262 REMOVE CONCRETE BARRIER LF 20.0000 266,000.00 10,303.000 206,060 PROGRAM CAS145 PAGE 11 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 10:18 AM ESTIMATE NO. 056 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: RAMADAN, KIFAH DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 263 REMOVE CRASH CUSHION EA 1,500.0000 1,500.00 1.000 1,500 264 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 37,720.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 265 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,036.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 266 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 267 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 34,040.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 268 PAINT TRAFFIC STRIPE (2-COAT) LF 0.4000 205,600.00 514,220.000 205,688 269 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 23,760.00 97,657.000 292,971 270 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 52,080.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 271 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 348.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 272 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 31,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 273 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 13,380.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 274 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 34,650.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 275 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 177,600.00 174,009.660 52,202 276 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 10,470.00 7,820.000 11,730 277 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 66,600.00 146,015.000 43,804 278 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 8,325.00 1,794.000 2,691 279 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,900.0000 2,900.00 0.500 1,450 SYSTEM ELEMENTS DURING CONSTRUCTION 280 MODIFYING EXISTING ELECTRICAL SYSTEM LS 7,255,000.0000 7,255,000.00 0.020 145,100.00 0.880 6,384,400 281 BUILDING WORK LS 1,300,000.0000 1,300,000.00 0.985 1,280,500 282 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 283 INVASIVE SPECIES CONTROL LS 15,000.0000 15,000.00 0.010 150.00 0.938 14,070 284 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 285 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 9.0000 297,000.00 25,372.000 228,348 PROGRAM CAS145 PAGE 12 DATE 06/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 10:18 AM ESTIMATE NO. 056 BID OPENING 10/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/24 R.E. NAME: RAMADAN, KIFAH DATE OF THIS ESTIMATE 06/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,938,440.00 93,706,928.29 ADJUSTMENT OF COMPENSATION 45,247.77 2,343,327.41 EXTRA WORK 234,869.77 5,452,308.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,218,557.54 101,502,564.31 286 MOBILIZATION LS 10,000,000.0000 10,000,000.00 1.000 10,000,000 ORIGINAL CONTRACT AMOUNT 107,993,733.30 TOTAL WORK COMPLETED 2,218,557.54 111,502,564.31 MATERIALS ON HAND ON SITE 84,322.98 447,145.98 DEDUCTIONS 0.00 -58,440.50 TOTAL 2,302,880.52 111,891,269.79 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/15/20 1110 03/10/20 03/10/20 01/28/25 995 75 32 0 93% 87% PROGRESS IS SATISFACTORY RAMADAN, KIFAH RESIDENT ENGINEER