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 08/19/22 EST. NO. 001 TIME 02:20 PM R.E. NAME: TOFAEL ANWAR 10-0Q1224 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 08/19/22 EST. NO. 001 TIME 02:20 PM R.E. NAME: TOFAEL ANWAR 10-0Q1224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 02:20 PM ESTIMATE NO. 001 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/22 LOCATION RERUN PROGRESS ESTIMATE 10-MER-99-28.2/R37.3 ----------------------- SECURITY PAVING COMPANY INC IN MERCED COUNTY IN LIVINGSTON ON 3075 TOWNSGATE ROAD, SUITE 20 STATE ROUTE 99 FROM 0.8 MILE SOUTH WESTLAKE VILLAGE CA 91361 OF HAMMATT AVENUE TO MERCED/STANISLAUS COUNTY LINE. FED. AID NO. ACNH-P099(672)E LANE WIDENING FROM 2 TO 3 LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,300.0000 1,300.00 0.500 650.00 0.500 650 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,900.0000 2,900.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 690,000.00 10.000 30,000.00 10.000 30,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 36,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 58,599.7000 58,599.70 0.000 0 007 CONSTRUCTION AREA SIGNS LS 69,342.9700 69,342.97 0.043 2,981.75 0.043 2,981 008 TRAFFIC CONTROL SYSTEM LS 366,600.0000 366,600.00 0.043 15,763.80 0.043 15,763 009 TRAFFIC CONTROL SUPERVISOR DAY 1,200.0000 134,400.00 0.000 0 010 FLASHING ARROW SIGN EA 527.9300 1,583.79 0.000 0 011 TYPE III BARRICADE EA 87.0800 2,177.00 0.000 0 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.4500 794.30 0.000 0 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 34,000.00 0.000 0 014 CHANNELIZER (SURFACE MOUNTED) EA 33.6500 6,730.00 0.000 0 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 79.1800 6,492.76 0.000 0 SYSTEM DAY 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 14,466.2400 14,466.24 0.043 622.05 0.043 622 017 TEMPORARY RAILING (TYPE K) LF 12.0000 567,600.00 0.000 0 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,027.7100 24,166.26 0.000 0 019 TEMPORARY CRASH CUSHION MODULE EA 442.0300 79,565.40 0.000 0 020 TEMPORARY TRAFFIC SCREEN LF 7.5100 355,223.00 0.000 0 021 TEMPORARY RADAR SPEED FEEDBACK EA 9,106.7100 27,320.13 0.000 0 SIGN SYSTEM 022 JOB SITE MANAGEMENT LS 43,800.9000 43,800.90 0.043 1,883.44 0.043 1,883 PROGRAM CAS145 PAGE 2 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 02:20 PM ESTIMATE NO. 001 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 3,167.5500 3,167.55 0.500 1,583.78 0.500 1,583 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 31,500.00 0.000 0 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 190.0600 8,742.76 0.000 0 026 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 027 TEMPORARY HYDRAULIC MULCH SQYD 0.7900 46,057.00 0.000 0 (BONDED FIBER MATRIX) 028 TEMPORARY DRAINAGE INLET PROTECTION EA 300.8500 22,563.75 33.000 9,928.05 33.000 9,928 029 TEMPORARY FIBER ROLL LF 3.2900 4,277.00 0.000 0 030 TEMPORARY SILT FENCE LF 2.1300 2,769.00 0.000 0 031 TEMPORARY STRAW BALE BARRIER LF 6.5600 8,528.00 0.000 0 032 TEMPORARY CONSTRUCTION ENTRANCE EA 3,634.2300 18,171.15 0.000 0 033 STREET SWEEPING LS 177,382.8600 177,382.86 0.000 0 034 TEMPORARY CONCRETE WASHOUT LS 95,026.5300 95,026.53 0.000 0 035 ASBESTOS COMPLIANCE PLAN LS 3,695.4800 3,695.48 0.000 0 036 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6000 24,660.00 0.000 0 STRIPE (HAZARDOUS WASTE) 037 TREATED WOOD WASTE LB 0.2200 31,460.00 0.000 0 038 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 33,787.2100 33,787.21 0.000 0 039 NATURAL RESOURCE PROTECTION PLAN LS 1,583.7800 1,583.78 0.000 0 040 REMOVE CONCRETE (CY) CY 44.2400 16,811.20 0.000 0 041 TEMPORARY HIGH-VISIBILITY FENCE LF 4.1400 6,334.20 1,453.000 6,015.42 1,453.000 6,015 042 CLEARING AND GRUBBING (LS) LS 6,149.2700 6,149.27 0.000 0 043 ROADWAY EXCAVATION CY 20.1300 1,252,086.00 0.000 0 044 STRUCTURE EXCAVATION (BRIDGE) CY 173.4200 38,152.40 0.000 0 (F) 045 STRUCTURE BACKFILL (BRIDGE) CY 170.2700 28,094.55 0.000 0 (F) 046 PERVIOUS BACKFILL MATERIAL CY 138.0700 1,794.91 0.000 0 (F) 047 WOOD MULCH CY 39.7700 102,208.90 0.000 0 048 CHECK AND TEST EXISTING IRRIGATION LS 15,342.7900 15,342.79 0.000 0 FACILITIES 049 OPERATE EXISTING IRRIGATION FACILITIES LS 7,561.3000 7,561.30 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 02:20 PM ESTIMATE NO. 001 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONTROL AND NEUTRAL CONDUCTORS LS 5,055.1000 5,055.10 0.000 0 (ARMOR-CLAD) 051 3" GATE VALVE EA 1,011.0200 4,044.08 0.000 0 052 3" PLASTIC PIPE (CLASS 315) LF 15.7300 13,842.40 0.000 0 (F) (SUPPLY LINE) 053 8" WELDED STEEL PIPE CONDUIT LF 324.6500 256,473.50 0.000 0 054 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,011.0200 4,044.08 0.000 0 055 BONDED FIBER MATRIX (SQFT) SQFT 0.1000 135,000.00 0.000 0 056 COMPOST (CY) CY 35.9500 72,259.50 0.000 0 057 INCORPORATE MATERIALS SQFT 0.0600 40,500.00 0.000 0 058 CLASS 2 AGGREGATE SUBBASE CY 53.2600 1,214,328.00 0.000 0 059 HOT MIX ASPHALT (TYPE A) TON 102.7500 2,938,650.00 0.000 0 060 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0100 12,401.70 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0100 1,045.20 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0100 5,326.50 0.000 0 063 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0100 5,185.80 0.000 0 064 TACK COAT TON 686.3100 18,530.37 0.000 0 065 REMOVE ASPHALT CONCRETE DIKE LF 3.2600 36,838.00 0.000 0 066 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.3800 90,440.00 0.000 0 067 CONTINUOUSLY REINFORCED CONCRETE CY 268.8200 8,387,184.00 0.000 0 PAVEMENT 068 ABRASIVE BLASTING SQFT 1.1600 19,024.00 15,964.000 18,518.24 15,964.000 18,518 069 FURNISH POLYESTER CONCRETE INLAY CF 96.3900 158,079.60 1,596.400 153,877.00 1,596.400 153,877 070 PLACE POLYESTER CONCRETE INLAY SQFT 10.4500 171,380.00 15,964.000 166,823.80 15,964.000 166,823 071 ISOLATION JOINT SEAL (PREFORMED LF 10.6700 402,259.00 0.000 0 COMPRESSION) 072 GRIND EXISTING CONCRETE SQYD 6.4200 111,066.00 1,773.800 11,387.80 1,773.800 11,387 PAVEMENT 073 JACKING SUPERSTRUCTURE LS 47,513.2700 47,513.27 0.000 0 074 FURNISH PILING (CLASS 140) LF 111.0400 239,402.24 0.000 0 (ALTERNATIVE W) 075 DRIVE PILE (CLASS 140) EA 1,844.4000 66,398.40 0.000 0 (ALTERNATIVE W) 076 16" CAST-IN-DRILLED-HOLE CONCRETE LF 119.6400 637,681.20 0.000 0 PILING (SOUND WALL) PROGRAM CAS145 PAGE 4 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 02:20 PM ESTIMATE NO. 001 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PRESTRESSING CAST-IN-PLACE CONCRETE LS 166,138.0600 166,138.06 0.000 0 078 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 775.3400 34,114.96 0.000 0 (F) 079 STRUCTURAL CONCRETE, BRIDGE CY 1,133.4700 255,030.75 0.000 0 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 2,354.9100 235,491.00 0.000 0 (F) (POLYMER FIBER) 081 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 1,680.9100 5,042.73 0.000 0 (F) 082 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,060.1800 124,041.06 0.000 0 (F) (TYPE N) 083 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,806.3000 122,513.40 0.000 0 084 MINOR CONCRETE (BACKFILL) CY 292.0100 116,804.00 0.000 0 085 DRILL AND BOND DOWEL LF 50.2000 6,526.00 0.000 0 086 CLEAN EXPANSION JOINT LF 14.7500 3,082.75 0.000 0 087 JOINT SEAL (MR 1") LF 40.1800 4,540.34 0.000 0 088 JOINT SEAL (MR 1 1/2") LF 53.5700 6,321.26 0.000 0 089 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 687.2500 26,115.50 0.000 0 090 BAR REINFORCING STEEL (BRIDGE) LB 1.6200 140,778.00 0.000 0 (F) 091 SOUND WALL (MASONRY BLOCK) SQFT 35.0100 623,178.00 0.000 0 (F) 092 BRIDGE REMOVAL (PORTION), LOCATION A LS 72,801.9400 72,801.94 0.000 0 093 BRIDGE REMOVAL (PORTION), LOCATION B LS 69,665.0100 69,665.01 0.000 0 094 BRIDGE REMOVAL (PORTION), LOCATION C LS 12,818.0200 12,818.02 0.000 0 095 CONCRETE BACKFILL (PIPE TRENCH) CY 175.3900 18,065.17 0.000 0 (F) 096 18" REINFORCED CONCRETE PIPE LF 184.8600 59,155.20 0.000 0 097 8" PERFORATED STEEL PIPE UNDERDRAIN LF 105.5800 6,018.06 0.000 0 (.064" THICK) 098 18" CONCRETE FLARED END SECTION EA 2,977.5000 5,955.00 0.000 0 099 INLET DEPRESSION EA 3,764.3300 52,700.62 0.000 0 100 REMOVE CULVERT (LF) LF 51.3200 1,026.40 0.000 0 101 REMOVE INLET EA 1,090.3400 3,271.02 0.000 0 102 ADJUST INLET EA 5,454.5700 27,272.85 0.000 0 103 SLOPE PAVING (CONCRETE) CY 939.2700 42,267.15 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 02:20 PM ESTIMATE NO. 001 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK SLOPE PROTECTION CY 358.3300 2,866.64 0.000 0 (300 LB, CLASS IV, METHOD B) (CY) 105 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 1.8500 105.45 0.000 0 106 MISCELLANEOUS IRON AND STEEL LB 3.1700 10,334.20 0.000 0 (F) 107 MISCELLANEOUS METAL (BRIDGE) LB 21.1200 359.04 0.000 0 (F) 108 CHAIN LINK FENCE (TYPE CL-6) LF 114.4200 14,874.60 0.000 0 109 12' CHAIN LINK GATE (TYPE CL-6) EA 1,900.5300 1,900.53 0.000 0 110 REMOVE FENCE LF 9.5000 1,235.00 0.000 0 111 REMOVE PAVEMENT MARKER EA 1.0600 4,229.40 0.000 0 112 DELINEATOR (CLASS 1) EA 68.6300 6,588.48 0.000 0 113 GUARD RAILING DELINEATOR EA 20.0600 5,817.40 0.000 0 114 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1700 15,786.60 0.000 0 115 OBJECT MARKER (TYPE L) EA 54.9100 1,098.20 0.000 0 116 OBJECT MARKER (TYPE P) EA 90.8000 1,997.60 0.000 0 117 REMOVE ROADSIDE SIGN EA 105.5800 422.32 0.000 0 118 RELOCATE ROADSIDE SIGN-ONE POST EA 263.9600 263.96 0.000 0 119 ROADSIDE SIGN - ONE POST EA 596.5500 1,193.10 0.000 0 120 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 45.4100 174,374.40 0.000 0 121 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 79.1800 7,918.00 0.000 0 122 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.5800 636,090.00 0.000 0 123 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 81.3000 139,836.00 0.000 0 124 TRANSITION RAILING (TYPE DTB) EA 5,490.4200 16,471.26 0.000 0 125 TRANSITION RAILING (TYPE WB-31) EA 5,490.4200 38,432.94 0.000 0 126 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,135.0400 11,350.40 0.000 0 127 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,038.6300 52,502.19 0.000 0 128 CONCRETE BARRIER (TYPE 836SV) LF 165.4000 353,956.00 0.000 0 129 CONCRETE BARRIER (TYPE 836) LF 125.7400 40,111.06 0.000 0 (F) 130 CONCRETE BARRIER TRANSITION LF 116.1400 4,645.60 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 02:20 PM ESTIMATE NO. 001 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE GUARDRAIL LF 8.4500 33,884.50 0.000 0 132 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 43.2900 312,553.80 0.000 0 133 THERMOPLASTIC PAVEMENT MARKING SQFT 10.5600 3,168.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 134 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6400 1,248.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 135 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 27,914.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 136 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0300 83,739.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 137 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.3800 737.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 138 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7400 1,722.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 139 12" THERMOPLASTIC TRAFFIC STRIPE LF 2.6400 18,664.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 140 REMOVE PAINTED TRAFFIC STRIPE LF 0.1600 21,760.00 0.000 0 141 REMOVE PAINTED PAVEMENT MARKING SQFT 10.5600 992.64 0.000 0 142 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6300 35,784.00 0.000 0 143 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.5600 1,372.80 0.000 0 144 12" RUMBLE STRIP STA 28.8600 6,060.60 0.000 0 (ASPHALT CONCRETE PAVEMENT) 145 12" RUMBLE STRIP STA 59.0200 28,329.60 0.000 0 (CONCRETE PAVEMENT) 146 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 9.7100 17,963.50 0.000 0 147 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.8600 6,026.40 0.000 0 (BROKEN 36-12) 148 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,722.1000 1,722.10 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 149 MODIFYING LIGHTING SYSTEMS LS 50,514.8300 50,514.83 0.000 0 150 MODIFYING TRAFFIC MONITORING STATIONS LS 342,123.1900 342,123.19 0.000 0 151 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 152 PRIME COAT TON 881.0200 51,980.18 0.000 0 PROGRAM CAS145 PAGE 7 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1224 TIME 02:20 PM ESTIMATE NO. 001 BID OPENING 03/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: TOFAEL ANWAR DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 420,035.13 420,035.13 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 420,035.13 420,035.13 153 MOBILIZATION LS 1,850,000.0600 1,850,000.06 0.000 0 ORIGINAL CONTRACT AMOUNT 26,296,679.00 TOTAL WORK COMPLETED 420,035.13 420,035.13 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 420,035.13 420,035.13 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 04/26/22 230 08/02/22 05/23/23 07/06/23 10 0 0 0 2% 4% PROGRESS IS SATISFACTORY TOFAEL ANWAR RESIDENT ENGINEER