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 10/21/22 EST. NO. 034 TIME 01:48 PM R.E. NAME: ZOKAI, FARID 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 0088 229.93 E.W. @ F.A.(+) 092121 N 0345.0 0149 1,398.74 032122 N 0519.0 0155 7,364.36 051522 N 0545.0 0182 67.12 071122 N 0655.0 0185 239.77 082322 N 0676.0 0186 2,395.01 090622 N 0682.0 0187 2,395.01 090922 N 0694.0 0188 2,395.01 091622 N 0696.0 0189 955.04 090122 N 0705.0 0190 1,435.28 090822 N 0709.0 002 0062 1,829.22 E.W. @ F.A.(+) 092921 N 0374.0 0064 1,417.90 101321 N 0396.0 0079 1,558.14 062221 N 0419.0 0093 5,002.79 121321 N 0582.0 0117 1,079.65 120821 N 0620.0 0119 1,988.61 060622 N 0664.0 003 0012 3,200.00 E.W. @ F.A.(+) 091222 N 0713.0 004 0023 225.00 E.W. @ F.A.(+) 090922 N 0693.0 005 0010 869.00 E.W. @ F.A.(+) 091522 N 0714.0 029 0005 10,667.19 E.W. @ F.A.(+) 061022 N 0568.0 0006 2,964.72 061322 N 0569.0 0013 6,720.95 031422 N 0629.0 0017 918.15 070822 N 0648.0 0019 752.71 071922 N 0659.0 0020 3,391.46 072822 N 0660.0 0021 4,159.66 072922 N 0661.0 0023 1,049.61 071422 N 0662.0 0024 3,113.67 081922 N 0672.0 0025 1,309.82 082222 N 0673.0 0026 5,697.30 082222 N 0675.0 0029 959.08 090922 N 0692.0 041 0001 2,566.00 E.W. @ U.P (+) 042021 N 001 0 045 0001 4,758.46 E.W. @ F.A.(+) 070721 N 0349.0 0002 5,565.05 120121 N 0380.0 0003 1,394.75 120221 N 0381.0 062 0007 11,759.70 E.W. @ F.A.(+) 061122 N 0610.0 0008 2,648.50 063022 N 0619.0 0009 2,479.51 070622 N 0645.0 0010 26,946.24 061022 N 0650.0 0011 79,668.91 061122 N 0651.0 0015 941.85 092622 N 0708.0 063 0001 1,491.96 E.W. @ F.A.(+) 070622 N 0643.0 0002 2,693.08 070722 N 0646.0 0003 2,387.79 090822 N 0691.0 223,051.70 TOTAL THIS ESTIMATE 2,362,182.93 TOTAL PREVIOUS ESTIMATE 2,585,234.63 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 10/21/22 EST. NO. 034 TIME 01:48 PM R.E. NAME: ZOKAI, FARID 12-0K0214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:48 PM ESTIMATE NO. 034 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 10/20/22 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 10/21/22 LOCATION 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 21.000 167,580.00 644.000 5,139,120 004 CONSTRUCTION AREA SIGNS LS 350,000.0000 350,000.00 0.007 2,450.00 0.754 263,900 005 TRAFFIC CONTROL SYSTEM LS 1,240,000.0000 1,240,000.00 0.010 12,400.00 0.580 719,200 006 TYPE II BARRICADE EA 300.0000 22,200.00 0.000 0 007 TYPE III BARRICADE EA 350.0000 4,900.00 49.000 17,150 008 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 31,200.00 940.000 37,600 009 PORTABLE DELINEATOR EA 50.0000 10,500.00 0.000 0 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 75,000.0000 75,000.00 0.614 46,050 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 9,500.0000 570,000.00 40.000 380,000 012 TEMPORARY RAILING (TYPE K) LF 17.0000 1,717,000.00 65,560.000 1,114,520 013 TEMPORARY CRASH CUSHION MODULE EA 350.0000 252,000.00 440.000 154,000 014 TEMPORARY CRASH CUSHION (ALTERNATIVE EA 7,500.0000 97,500.00 15.000 112,500 INLINE BARRIER) 015 TEMPORARY TRAFFIC SCREEN LF 4.0000 165,600.00 24,321.000 97,284 016 JOB SITE MANAGEMENT LS 80,000.0000 80,000.00 0.018 1,440.00 0.644 51,520 017 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 21.000 10,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 14,000.00 21.000 7,350 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 021 TEMPORARY HYDRAULIC MULCH SQYD 0.7200 56,160.00 52,110.000 37,519 (BONDED FIBER MATRIX) 022 TEMPORARY CHECK DAM LF 6.0000 26,760.00 4,683.000 28,098 PROGRAM CAS145 PAGE 2 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:48 PM ESTIMATE NO. 034 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 10/20/22 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 2,000.00 349.000 174,500 024 TEMPORARY FIBER ROLL LF 5.0000 168,500.00 5,975.000 29,875.00 46,748.000 233,740 025 TEMPORARY SILT FENCE LF 5.0000 36,100.00 500.000 2,500.00 8,793.000 43,965 026 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 210,000.00 20.000 120,000 027 STREET SWEEPING LS 370,000.0000 370,000.00 0.018 6,660.00 0.644 238,280 028 TEMPORARY CONCRETE WASHOUT LS 70,000.0000 70,000.00 0.018 1,260.00 0.644 45,080 029 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 43,345.000 30,341 034 VIBRATION MONITORING LS 105,000.0000 105,000.00 0.650 68,250 035 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 0.000 0 038 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 90.0000 65,700.00 710.100 63,909 039 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.5000 6,025.00 689.900 1,724 040 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 0.018 450.00 0.574 14,350 042 ROADWAY EXCAVATION CY 26.0000 6,994,000.00 190,379.850 4,949,876 043 STRUCTURE EXCAVATION (BRIDGE) CY 52.0000 585,572.00 8,489.000 441,428 (F) 044 STRUCTURE EXCAVATION (TYPE A) CY 50.0000 116,600.00 1,759.730 87,986 (F) 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 78.0000 2,638,740.00 1,146.000 89,388.00 29,852.750 2,328,514 (F) 046 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 60.0000 37,860.00 631.000 37,860 (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 8,444.490 405,335 (F) 049 STRUCTURE BACKFILL (RETAINING WALL) CY 112.0000 2,902,816.00 21,279.550 2,383,309 (F) PROGRAM CAS145 PAGE 3 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:48 PM ESTIMATE NO. 034 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 10/20/22 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 052 PERVIOUS BACKFILL MATERIAL (RETAINING CY 38.0000 52,060.00 778.965 29,600 (F) WALL) 053 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 235.0000 55,460.00 236.000 55,460 (F) 054 CONCRETE BACKFILL CY 230.0000 59,570.00 123.470 28,398 (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 0.695 76,450 057 IMPORTED BORROW (CY) CY 7.3500 169,785.00 13,335.000 98,012 058 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 0.551 13,224 060 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 0.513 12,312 062 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 0.000 0 (ARMOR-CLAD) 064 1" REMOTE CONTROL VALVE EA 470.0000 940.00 0.000 0 065 1 1/2" REMOTE CONTROL VALVE EA 590.0000 6,490.00 0.000 0 066 3" REMOTE CONTROL VALVE EA 1,810.0000 5,430.00 0.000 0 067 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 0.000 0 069 FLOW SENSOR EA 5,400.0000 16,200.00 0.000 0 070 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 110.0000 2,750.00 0.000 0 071 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 0.000 0 074 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 7,385.00 0.000 0 (F) LINE) 075 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.5000 8,325.00 0.000 0 (F) (SUPPLY LINE) 076 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.5000 1,837.50 0.000 0 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 4 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:48 PM ESTIMATE NO. 034 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 10/20/22 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (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 0.000 0 (F) (SUPPLY LINE) 080 3" PLASTIC PIPE (CLASS 315) LF 13.5000 187,515.00 2,830.000 38,205 (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 0.000 0 083 12" CORRUGATED HIGH DENSITY LF 93.0000 132,990.00 214.000 19,902 POLYETHYLENE PIPE CONDUIT 084 BONDED FIBER MATRIX (SQFT) SQFT 0.0700 51,310.00 0.000 0 085 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 0.000 0 089 CLASS 2 AGGREGATE SUBBASE CY 28.0000 2,293,200.00 53,894.900 1,509,057 090 CLASS 2 AGGREGATE BASE (CY) CY 38.0000 1,143,800.00 14,346.000 545,148 091 LEAN CONCRETE BASE CY 255.0000 1,818,150.00 163.780 41,763.90 5,224.780 1,332,318 092 LEAN CONCRETE BASE RAPID SETTING CY 560.0000 268,800.00 50.000 28,000 093 ASPHALT TREATED PERMEABLE BASE CY 251.0000 168,170.00 86.980 21,831.98 700.980 175,945 094 BASE BOND BREAKER SQYD 5.0000 286,000.00 6,192.000 30,960.00 27,258.140 136,290 095 HOT MIX ASPHALT (TYPE A) TON 94.0000 3,506,200.00 15,778.490 1,483,178 096 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 148.0000 985,680.00 4,074.350 603,003 097 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 9.0000 10,080.00 856.000 7,704 098 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 9.0000 100,800.00 7,194.000 64,746 099 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 9.0000 19,170.00 1,300.000 11,700 100 TACK COAT TON 900.0000 54,900.00 6.880 6,192 101 REMOVE ASPHALT CONCRETE DIKE LF 4.5000 75,600.00 17,864.000 80,388 102 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.5000 89,250.00 3,671.000 31,203 103 JOINTED PLAIN CONCRETE PAVEMENT CY 280.0000 6,440,000.00 1,320.330 369,692.40 15,434.330 4,321,612 PROGRAM CAS145 PAGE 5 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:48 PM ESTIMATE NO. 034 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 10/20/22 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 34.000 17,680.00 187.000 97,240 (RSC) 105 REMOVE CONCRETE PAVEMENT (CY) CY 52.0000 1,149,200.00 496.000 25,792.00 13,802.000 717,704 106 GRIND EXISTING CONCRETE SQYD 7.0000 194,600.00 27,104.000 189,728 PAVEMENT 107 GROUND ANCHOR (SUBHORIZONTAL) EA 2,800.0000 722,400.00 258.000 722,400 108 MECHANICALLY STABILIZED EMBANKMENT, SQFT 92.0000 251,712.00 0.000 0 (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 0.000 0 (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 34.000 34,000.00 294.000 294,000 116 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 918,080.00 230.000 694,600 PILE 119 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,200.0000 168,000.00 0.000 0 PILE (SIGN FOUNDATION) 120 60" CAST-IN-DRILLED-HOLE CONCRETE LF 995.0000 437,800.00 142.000 141,290 PILE (SIGN FOUNDATION) 121 SEAL COURSE CONCRETE CY 400.0000 356,000.00 800.258 320,103 122 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 437,700.00 1,101.479 330,443 (F) 123 STRUCTURAL CONCRETE, BRIDGE CY 800.0000 1,296,000.00 1,206.592 965,273 (F) 124 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 661,500.00 513.000 461,700 (F) (POLYMER FIBER) 125 STRUCTURAL CONCRETE, RETAINING WALL CY 355.0000 3,760,515.00 684.700 243,068.50 8,124.962 2,884,361 (F) 126 STRUCTURAL CONCRETE, BARRIER SLAB CY 485.0000 300,700.00 418.000 202,730 (F) 127 STRUCTURAL CONCRETE, APPROACH SLAB CY 940.0000 441,800.00 358.108 336,621 (F) (TYPE N) 128 STRUCTURAL CONCRETE, BOX CULVERT CY 1,500.0000 502,500.00 121.700 182,550 (F) 129 STRUCTURAL CONCRETE, HEADWALL CY 1,430.0000 58,630.00 34.000 48,620 (F) 130 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,520.0000 1,693,440.00 17.900 45,108.00 388.400 978,768 (F) PROGRAM CAS145 PAGE 6 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:48 PM ESTIMATE NO. 034 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 10/20/22 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 698,400.00 280.900 337,080 (F) 132 ARCHITECTURAL TREATMENT (CUSTOM SCENE) SQFT 66.0000 230,934.00 1,781.520 117,580 (F) 133 ARCHITECTURAL TREATMENT (SLATE TEXTURE) SQFT 20.0000 1,097,040.00 494.270 9,885.40 42,121.850 842,437 (F) 134 ARCHITECTURAL TREATMENT (STACKED STONE SQFT 56.0000 38,304.00 370.730 20,760 (F) TEXTURE) 135 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,500.0000 1,643,000.00 48.000 1,272,000 GIRDER (80'-90') 136 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 26,500.0000 53,000.00 0.000 0 GIRDER (80'-90') 137 ERECT PRECAST PRESTRESSED CONCRETE EA 2,000.0000 124,000.00 48.000 96,000 GIRDER 138 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 2,000.0000 4,000.00 0.000 0 GIRDER 139 JOINT SEAL (MR 1") LF 250.0000 84,750.00 128.250 32,062.50 260.080 65,020 140 BAR REINFORCING STEEL LB 6.0000 36,594.00 3,927.200 23,563 (F) 141 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 1,121,299.20 1,061,029.362 848,823 (F) 142 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 1,501,474.00 68,161.500 68,161.50 1,135,794.100 1,135,794 (F) 143 BAR REINFORCING STEEL (BOX CULVERT) LB 2.4000 154,281.60 35,658.200 85,579 (F) 144 HEADED BAR REINFORCEMENT EA 49.0000 2,548.00 42.000 2,058 (F) 145 STRUCTURAL SHOTCRETE CY 525.0000 87,675.00 164.580 86,404 (F) 146 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2000 1,785,000.00 153,100.000 643,020 (F) 147 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 170,000.00 153,100.000 61,240 (F) 148 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 25,015.00 0.000 0 (F) WITHOUT WALKWAY) 149 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 25,015.00 0.000 0 (F) WITHOUT WALKWAY) 150 REMOVE SIGN STRUCTURE (EA) EA 2,500.0000 42,500.00 1.800 4,500.00 16.300 40,750 151 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 152 TIMBER LAGGING MFBM 7,100.0000 312,400.00 44.000 312,400 (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 1,533.000 114,975 155 BRIDGE REMOVAL LS 300,000.0000 300,000.00 0.660 198,000 156 BRIDGE MONITORING LS 15,000.0000 15,000.00 1.000 15,000 157 18" ALTERNATIVE PIPE CULVERT LF 201.0000 48,240.00 330.000 66,330 PROGRAM CAS145 PAGE 7 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:48 PM ESTIMATE NO. 034 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 10/20/22 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 88,200.00 280.000 39,200 159 12" PLASTIC PIPE LF 100.0000 65,800.00 453.100 45,310 160 18" REINFORCED CONCRETE PIPE (CLASS IV) LF 152.0000 802,560.00 2,334.500 354,844 161 24" REINFORCED CONCRETE PIPE (CLASS IV) LF 184.0000 1,838,160.00 16.000 2,944.00 6,166.900 1,134,709 162 30" REINFORCED CONCRETE PIPE (CLASS IV) LF 124.0000 26,040.00 146.000 18,104 163 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 0.000 0 PIPE (CLASS II) 165 24" X 38" OVAL SHAPED REINFORCED LF 265.0000 76,850.00 0.000 0 CONCRETE PIPE (CLASS II) 166 3" SLOTTED PLASTIC PIPE UNDERDRAIN LF 9.0000 44,820.00 3,983.000 35,847 167 3" PLASTIC PIPE (EDGE DRAIN) LF 21.0000 5,250.00 147.000 3,087 168 DRAINAGE INLET MARKER EA 25.0000 825.00 0.000 0 169 18" CORRUGATED STEEL PIPE RISER LF 520.0000 62,400.00 86.500 44,980 (.079" THICK) 170 GRATED LINE DRAIN LF 170.0000 23,800.00 35.000 5,950.00 55.000 9,350 171 WELDED STEEL PIPE CASING (BRIDGE) LF 260.0000 20,800.00 0.000 0 172 18" CONCRETE FLARED END SECTION EA 3,000.0000 15,000.00 2.000 6,000 173 24" CONCRETE FLARED END SECTION EA 3,000.0000 15,000.00 4.000 12,000 174 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 20.000 10,000 176 36" PRECAST CONCRETE PIPE MANHOLE LF 465.0000 15,810.00 15.000 6,975 177 ABANDON CULVERT (LF) LF 18.0000 41,220.00 1,054.600 18,982 178 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 146,300.00 226.000 4,972.00 3,098.600 68,169 181 REMOVE REINFORCED CONCRETE BOX CULVERT LF 75.0000 30,750.00 37.800 2,835 (LF) 182 REMOVE INLET EA 870.0000 73,080.00 2.000 1,740.00 42.000 36,540 183 REMOVE HEADWALL EA 800.0000 4,000.00 5.000 4,000 184 REMOVE MANHOLE EA 950.0000 2,850.00 2.000 1,900 PROGRAM CAS145 PAGE 8 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:48 PM ESTIMATE NO. 034 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 10/20/22 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 1,500 187 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 1.000 1,950.00 9.000 17,550 190 CAP MANHOLE EA 1,950.0000 1,950.00 1.000 1,950 191 SAND BACKFILL CY 135.0000 33,750.00 124.540 16,812 192 REMOVE SLOPE PAVING (SQYD) SQYD 10.0000 6,280.00 1,096.498 10,964 193 ROCK SLOPE PROTECTION CY 150.0000 2,250.00 5.300 795 (F) (FACING, METHOD B) (CY) 194 CONCRETE (CONCRETE APRON) CY 575.0000 115.00 0.000 0 195 SLOPE PAVING (CONCRETE) CY 780.0000 31,200.00 24.900 19,422 196 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 82.00 30.900 30 197 MINOR CONCRETE (CURB) (CY) CY 670.0000 34,170.00 8.000 5,360 198 MINOR CONCRETE (GUTTER) (LF) LF 28.0000 118,776.00 2,403.000 67,284 199 DETECTABLE WARNING SURFACE SQFT 52.0000 20,800.00 75.000 3,900 200 MINOR CONCRETE (MISCELLANEOUS CY 610.0000 61,000.00 0.000 0 CONSTRUCTION) (RAPID STRENGTH) 201 MINOR CONCRETE (CURB AND GUTTER) CY 508.0000 218,440.00 88.500 44,958 202 MINOR CONCRETE (DRIVEWAY) CY 1,200.0000 9,600.00 0.000 0 203 MINOR CONCRETE (SIDEWALK) CY 430.0000 103,200.00 41.420 17,810 204 MINOR CONCRETE (TEXTURED PAVING) CY 480.0000 268,800.00 206.000 98,880 205 MINOR CONCRETE (CURB RAMP) CY 1,000.0000 53,000.00 11.600 11,600 206 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 335.0000 73,700.00 149.000 49,915 207 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 380.0000 140,600.00 137.000 52,060 208 REMOVE CONCRETE (CURB AND GUTTER) LF 21.0000 233,100.00 4,207.000 88,347 209 PRE/POST CONSTRUCTION SURVEYS EA 22,500.0000 90,000.00 5.000 112,500 210 MISCELLANEOUS IRON AND STEEL LB 3.0000 331,377.00 3,840.000 11,520.00 59,194.000 177,582 (F) 211 GROUNDWATER MONITORING LS 30,000.0000 30,000.00 0.975 29,250 PROGRAM CAS145 PAGE 9 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:48 PM ESTIMATE NO. 034 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 10/20/22 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.060 12,000 213 STONE VENEER SQFT 285.0000 176,700.00 620.000 176,700 214 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 44,100.00 4,291.000 64,365 215 CHAIN LINK FENCE (TYPE CL-4) LF 21.0000 34,860.00 0.000 0 216 CHAIN LINK FENCE (TYPE CL-6) LF 24.0000 192,960.00 2,509.000 60,216 217 12' CHAIN LINK GATE (TYPE CL-6) EA 3,000.0000 9,000.00 0.000 0 218 REMOVE CHAIN LINK FENCE LF 6.2500 64,375.00 8,401.000 52,506 219 REMOVE PAVEMENT MARKER EA 0.7000 27,230.00 7,209.000 5,046 220 DELINEATOR (CLASS 1) EA 60.0000 12,000.00 68.000 4,080 221 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 69,600.00 8,154.000 32,616 222 OBJECT MARKER (TYPE L) EA 60.0000 1,200.00 0.000 0 223 REMOVE ROADSIDE SIGN EA 175.0000 47,250.00 75.000 13,125 224 RELOCATE ROADSIDE SIGN EA 350.0000 1,050.00 0.000 0 225 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 15,680.00 0.000 0 226 FURNISH LAMINATED PANEL SIGN SQFT 25.0000 74,250.00 986.700 24,667 (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 57.000 1,140 (0.063"-UNFRAMED) 229 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 17,000.00 98.640 1,972 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 230 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 8,800.00 71.000 1,420 (0.080"-UNFRAMED) 231 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 9,600.00 67.500 1,350 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 232 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 7,400.00 0.000 0 (0.063"-FRAMED) 233 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,800.00 32.500 650 (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 20,200.00 151.000 3,020 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 10 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:48 PM ESTIMATE NO. 034 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 10/20/22 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,305.090 5,872 (TYPE XI) 237 METAL (ROADSIDE SIGN) LB 12.0000 67,440.00 1,955.000 23,460 238 METAL (BARRIER MOUNTED SIGN) LB 12.0000 33,000.00 0.000 0 239 ROADSIDE SIGN - ONE POST EA 350.0000 42,000.00 14.000 4,900 240 ROADSIDE SIGN - TWO POST EA 500.0000 25,500.00 7.000 3,500 241 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 9,000.00 2.000 600 METHOD) 242 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 38.0000 106,020.00 1,076.000 40,888 243 VEGETATION CONTROL (MINOR CONCRETE) SQYD 51.0000 136,680.00 1,163.000 59,313 244 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 70.0000 33,600.00 0.000 0 245 CABLE RAILING LF 31.0000 130,541.00 304.000 9,424.00 2,682.000 83,142 (F) 246 TRANSITION RAILING (TYPE DTB) EA 5,700.0000 5,700.00 0.000 0 247 TRANSITION RAILING (TYPE WB-31) EA 5,100.0000 51,000.00 5.000 25,500 248 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 13,200.00 4.000 4,800 249 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 79,200.00 6.000 26,400 250 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 1,618.000 186,070 252 CONCRETE BARRIER (TYPE 60MD) LF 60.0000 123,120.00 1,580.000 94,800 253 CONCRETE BARRIER (TYPE 60MG) LF 90.0000 337,500.00 0.000 0 254 CONCRETE BARRIER (TYPE 60MGC) LF 105.0000 265,650.00 0.000 0 255 CONCRETE BARRIER (TYPE 60MGF) LF 400.0000 348,000.00 0.000 0 256 CONCRETE BARRIER (TYPE 60MGA MODIFIED) LF 105.0000 24,255.00 0.000 0 (F) 257 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 60.0000 108,360.00 624.000 37,440 258 CONCRETE BARRIER (TYPE 836A) LF 81.0000 262,440.00 3,238.000 262,278 259 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 107.0000 151,726.00 891.500 95,390 (F) 260 CONCRETE BARRIER (TYPE 836B) LF 90.0000 172,800.00 0.000 0 261 REMOVE GUARDRAIL LF 12.5000 50,000.00 3,738.000 46,725 262 REMOVE CONCRETE BARRIER LF 20.0000 266,000.00 6,149.000 122,980 PROGRAM CAS145 PAGE 11 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:48 PM ESTIMATE NO. 034 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 10/20/22 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 205,600.00 366,551.000 146,620 269 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 23,760.00 5,356.000 16,068 270 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 177,600.00 119,249.000 35,774 276 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 10,470.00 3,198.000 4,797 277 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 0.530 3,845,150 281 BUILDING WORK LS 1,300,000.0000 1,300,000.00 0.007 9,100.00 0.684 889,200 282 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 283 INVASIVE SPECIES CONTROL LS 15,000.0000 15,000.00 0.600 9,000 284 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 285 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 9.0000 297,000.00 6,684.000 60,156 PROGRAM CAS145 PAGE 12 DATE 10/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0K0214 TIME 01:48 PM ESTIMATE NO. 034 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 10/20/22 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 10/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,310,609.18 61,861,653.47 ADJUSTMENT OF COMPENSATION 0.00 247,351.76 EXTRA WORK 223,051.70 2,337,882.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,533,660.88 64,446,888.10 286 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 1,533,660.88 74,446,888.10 MATERIALS ON HAND ON SITE 78,940.00 1,891,743.72 DEDUCTIONS 0.00 0.00 TOTAL 1,612,600.88 76,338,631.82 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 09/30/24 636 20 8 0 67% 57% PROGRESS IS SATISFACTORY ZOKAI, FARID RESIDENT ENGINEER