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 09/23/19 EST. NO. 003 TIME 08:19 AM R.E. NAME: MOHAMED, ASHRAF 08-0Q75U4 --------------------------------------------------------------------------- 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 09/23/19 EST. NO. 003 TIME 08:19 AM R.E. NAME: MOHAMED, ASHRAF 08-0Q75U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DELINQ/INADEQ CPR'S -4,000.00 003 -4,000.00 -4,000.00 TOTAL DEDUCTIONS -4,000.00 -4,000.00 PROGRAM CAS145 PAGE 1 DATE 09/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:19 AM ESTIMATE NO. 003 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 09/23/19 LOCATION PROGRESS ESTIMATE 08-SBD-60-R4.6/R9.9 ----------------- 08-RIV-60-R0.0/12.2 J. MCLOUGHLIN ENGINEERING CO., 60/91/215 IC INC. IN ONTARIO FR EUCLID AVE IC TO RIV 10641 FULTON COURT CO LN & NEAR RIVERSIDE FROM SBD CO RANCHO CUCAMONGA CA 91730 LN TO COUNTRY VILLAGE RD & FROM 0.7 MILES W/O VALLEY WAY TO JCT FED. AID NO. ACHS-NHP0-6(14)9E REPLACEMENT OF TWO OUTSIDE LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.500 2,500.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.050 1,250.00 0.090 2,250 003 TIME-RELATED OVERHEAD (LS) LS 4,000,000.0000 4,000,000.00 0.050 200,000.00 0.094 376,000 004 DEVELOP WATER SUPPLY LS 55,000.0000 55,000.00 1.000 55,000 005 CONSTRUCTION AREA SIGNS LS 226,000.0000 226,000.00 0.500 113,000 006 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.0000 76,800.00 5,088.000 30,528.00 5,088.000 30,528 007 TRAFFIC CONTROL SYSTEM LS 3,000,000.0000 3,000,000.00 0.050 150,000.00 0.090 270,000 008 TYPE III BARRICADE EA 50.0000 1,200.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 935,000.00 94,667.000 47,333.50 222,724.000 111,362 010 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 51,000.00 57.000 1,710 011 TEMPORARY PAVEMENT MARKER EA 4.0000 188,400.00 940.000 3,760.00 2,828.000 11,312 012 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,800.0000 39,600.00 0.000 0 013 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 60,000.0000 60,000.00 0.000 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 170,000.0000 170,000.00 0.050 8,500.00 0.090 15,300 015 TEMPORARY RAILING (TYPE K) LF 11.0000 3,304,400.00 240.000 2,640.00 18,840.000 207,240 016 TEMPORARY CRASH CUSHION MODULE EA 100.0000 147,000.00 9.000 900.00 119.000 11,900 017 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,600.0000 64,400.00 1.000 4,600 018 TEMPORARY TRAFFIC SCREEN LF 3.0000 901,200.00 0.000 0 019 JOB SITE MANAGEMENT LS 410,000.0000 410,000.00 0.050 20,500.00 0.090 36,900 020 PREPARE STORM WATER POLLUTION PREVENTION LS 8,000.0000 8,000.00 0.750 6,000 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 34,000.00 0.000 0 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 20,400.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 09/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:19 AM ESTIMATE NO. 003 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 09/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 024 TEMPORARY SOIL BINDER SQYD 0.2500 4,500.00 0.000 0 025 TEMPORARY COVER SQYD 2.0000 14,000.00 0.000 0 026 TEMPORARY FIBER ROLL LF 5.0000 57,500.00 0.000 0 027 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 0.000 0 028 TEMPORARY CONCRETE WASHOUT LS 270,000.0000 270,000.00 0.040 10,800 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 70,400.00 12,552.000 5,020.80 189,960.000 75,984 STRIPE (HAZARDOUS WASTE) 030 TREATED WOOD WASTE LB 0.1700 51,170.00 26,560.000 4,515 031 NOISE MONITORING LS 9,000.0000 9,000.00 0.000 0 032 REMOVE CONCRETE (CY) CY 155.0000 18,600.00 2.600 403.00 2.600 403 033 CAP INLET (TEMPORARY) EA 200.0000 12,000.00 0.000 0 034 TEMPORARY HIGH-VISIBILITY FENCE LF 4.3000 35,561.00 8,270.000 35,561 035 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 0.000 0 036 ROADWAY EXCAVATION CY 36.0000 7,416,000.00 6,811.290 245,206.44 9,716.310 349,787 037 SHOULDER BACKING TON 70.0000 17,500.00 0.000 0 038 ROADSIDE CLEARING LS 50,000.0000 50,000.00 0.370 18,500.00 0.370 18,500 039 ROCK BLANKET SQFT 14.2500 1,141,425.00 4,005.000 57,071.25 4,005.000 57,071 040 CHECK AND TEST EXISTING IRRIGATION LS 53,000.0000 53,000.00 1.000 53,000 FACILITIES 041 CLASS 2 AGGREGATE SUBBASE CY 36.0000 3,186,000.00 263.100 9,471 042 CLASS 2 AGGREGATE BASE (CY) CY 36.0000 1,432,800.00 512.540 18,451.44 512.540 18,451 043 LEAN CONCRETE BASE CY 145.0000 4,103,500.00 0.000 0 044 RAPID STRENGTH CONCRETE BASE CY 430.0000 1,560,900.00 0.000 0 045 LEAN CONCRETE BASE RAPID SETTING CY 220.0000 7,326,000.00 3,488.570 767,485.40 6,673.720 1,468,218 046 BASE BOND BREAKER SQYD 1.5000 601,500.00 21,229.320 31,843.98 40,340.210 60,510 047 PREPAVING INERTIAL PROFILER LS 18,150.0000 18,150.00 1.000 18,150.00 1.000 18,150 048 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 049 HOT MIX ASPHALT (TYPE A) TON 88.0000 6,600,000.00 2,611.060 229,773.28 7,729.010 680,152 PROGRAM CAS145 PAGE 3 DATE 09/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:19 AM ESTIMATE NO. 003 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 09/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 2,810,000.00 2,306.930 230,693.00 4,614.290 461,429 051 DATA CORE LS 6,000.0000 6,000.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 2,535.00 565.000 847.50 565.000 847 053 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 79,050.00 10,207.000 15,310.50 10,207.000 15,310 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 12,195.00 1,441.000 2,161.50 1,441.000 2,161 055 TACK COAT TON 840.0000 394,800.00 26.680 22,411.20 30.210 25,376 056 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 5.0000 13,650.00 706.000 3,530.00 706.000 3,530 057 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 88,600.00 21,121.000 21,121.00 30,733.000 30,733 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7500 624,250.00 2,590.000 7,122.50 23,070.000 63,442 059 REMOVE BASE AND SURFACING CY 37.5000 2,145,000.00 3,054.900 114,558 060 JOINTED PLAIN CONCRETE PAVEMENT CY 203.0000 20,909,000.00 0.000 0 061 JOINTED PLAIN CONCRETE PAVEMENT CY 240.0000 19,056,000.00 8,721.440 2,093,145.60 16,548.220 3,971,572 (RSC) 062 DRILL AND BOND (DOWEL BAR) EA 28.0000 994,000.00 108.000 3,024.00 240.000 6,720 063 SPALL REPAIR (POLYESTER CONCRETE) SQYD 600.0000 270,000.00 0.000 0 064 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 440.0000 3,396,800.00 0.000 0 065 JOINT SEAL (PREFORMED COMPRESSION) LF 2.8000 1,293,600.00 0.000 0 066 REPLACE JOINT SEAL (SILICONE) LF 1.7000 911,200.00 0.000 0 067 ISOLATION JOINT SEAL (SILICONE) LF 1.7500 535,500.00 0.000 0 068 REMOVE CONCRETE PAVEMENT AND BASE CY 37.0000 4,551,000.00 9,419.150 348,508.55 17,511.650 647,931 069 GRIND EXISTING CONCRETE SQYD 4.9000 4,111,100.00 64,249.000 314,820.10 133,547.330 654,381 PAVEMENT 070 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,200.0000 60,000.00 0.000 0 PILE (SIGN FOUNDATION) 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 475,000.00 7.600 19,000.00 7.600 19,000 (F) 072 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 113,000.00 0.000 0 (F) 073 INSTALL SIGN STRUCTURE (TRUSS) LB 2.0000 45,200.00 0.000 0 (F) 074 REMOVE SIGN STRUCTURE (EA) EA 4,000.0000 8,000.00 0.000 0 075 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.0000 978,000.00 0.000 0 076 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:19 AM ESTIMATE NO. 003 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 09/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" SLOTTED CORRUGATED STEEL PIPE LF 115.0000 4,393,000.00 1,593.000 183,195.00 1,593.000 183,195 (.064" THICK) 078 REMOVE OVERSIDE DRAIN EA 500.0000 500.00 0.000 0 079 MINOR CONCRETE (CURB) (LF) LF 15.0000 6,900.00 0.000 0 080 MINOR CONCRETE (PCC DIKE, TYPE C) LF 45.0000 38,700.00 0.000 0 081 MINOR CONCRETE (PCC DIKE, TYPE E) LF 18.0000 336,600.00 0.000 0 082 MINOR CONCRETE (PCC DIKE, TYPE F) LF 35.0000 102,200.00 0.000 0 083 DETECTABLE WARNING SURFACE SQFT 35.0000 52,150.00 0.000 0 084 MINOR CONCRETE (MISCELLANEOUS CY 4,000.0000 1,200.00 0.000 0 CONSTRUCTION) 085 MINOR CONCRETE (STAMPED CONCRETE) SQFT 14.0000 260,400.00 0.000 0 086 MINOR CONCRETE (CURB, SIDEWALK AND CY 800.0000 250,400.00 0.000 0 CURB RAMP) 087 REMOVE CURB LF 8.0000 3,680.00 0.000 0 088 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 45.0000 55,350.00 54.300 2,443.50 54.300 2,443 089 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 29,700.00 182.000 2,730.00 182.000 2,730 090 PRE/POST CONSTRUCTION SURVEYS EA 900.0000 56,700.00 32.000 28,800.00 32.000 28,800 091 MISCELLANEOUS IRON AND STEEL LB 2.0000 194,400.00 3,460.000 6,920.00 3,460.000 6,920 (F) 092 REMOVE AND REPLACE MONUMENT EA 5,000.0000 325,000.00 0.000 0 093 CHAIN LINK FENCE (TYPE CL-6) LF 42.0000 12,600.00 0.000 0 094 8' CHAIN LINK GATE (TYPE CL-6) EA 1,550.0000 3,100.00 0.000 0 095 REMOVE PAVEMENT MARKER EA 0.5000 33,100.00 16,190.000 8,095 096 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 91,350.00 0.000 0 097 REMOVE ROADSIDE SIGN EA 200.0000 4,000.00 0.000 0 098 REMOVE ROADSIDE SIGN PANEL EA 150.0000 1,350.00 0.000 0 099 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 3,250.00 0.000 0 100 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 2,750.00 0.000 0 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 16,000.00 0.000 0 (0.080"-UNFRAMED) 102 ROADSIDE SIGN - ONE POST EA 400.0000 3,200.00 0.000 0 103 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,600.00 0.000 0 METHOD) PROGRAM CAS145 PAGE 5 DATE 09/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:19 AM ESTIMATE NO. 003 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 09/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL ROADSIDE SIGN PANEL ON EA 120.0000 1,920.00 0.000 0 EXISTING POST 105 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 24.5000 470,400.00 246.500 6,039.25 2,700.000 66,150 106 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.0000 761,600.00 0.000 0 107 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 140,600.00 0.000 0 108 END CAP (TYPE A) EA 205.0000 2,050.00 0.000 0 109 END CAP (TYPE TC) EA 345.0000 12,765.00 0.000 0 110 END ANCHOR ASSEMBLY (TYPE SFT) EA 805.0000 31,395.00 4.000 3,220 111 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 192,000.00 8.000 25,600 112 CONCRETE BARRIER (TYPE 60MG) LF 75.0000 1,567,500.00 0.000 0 113 CONCRETE BARRIER (TYPE 60MGA) LF 99.0000 118,800.00 0.000 0 114 CONCRETE BARRIER (TYPE 60MGF) LF 470.0000 84,600.00 0.000 0 115 CONCRETE BARRIER (TYPE 60M MOD) LF 116.0000 197,200.00 0.000 0 116 CONCRETE BARRIER (ANCHOR BLOCK) LF 1,500.0000 150,000.00 0.000 0 117 CONCRETE BARRIER (TYPE 60MF MOD) LF 200.0000 280,000.00 0.000 0 118 CONCRETE BARRIER (TYPE 60MG MOD) LF 285.0000 37,335.00 0.000 0 119 REMOVE GUARDRAIL LF 3.6000 80,640.00 2,884.000 10,382.40 5,750.000 20,700 120 REMOVE CONCRETE BARRIER LF 30.0000 720,000.00 0.000 0 121 REMOVE CONCRETE BARRIER (TYPE K) LF 10.0000 15,200.00 0.000 0 122 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 58,450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 7,240.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 199,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 125 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1000 94,900.00 0.000 0 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 269,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 127 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 61,620.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 128 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 10,890.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) PROGRAM CAS145 PAGE 6 DATE 09/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:19 AM ESTIMATE NO. 003 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 09/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 157,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 130 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 128,500.00 102,463.000 25,615 131 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 9,150.00 0.000 0 132 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 133 LIGHTING SYSTEM LS 270,000.0000 270,000.00 0.000 0 134 RAMP METERING SYSTEM LS 1,430,000.0000 1,430,000.00 0.181 258,830.00 0.181 258,830 135 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,940,000.0000 2,940,000.00 0.000 0 136 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 138 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 150.0000 13,500.00 0.000 0 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 280.00 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 7 DATE 09/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0Q75U4 TIME 08:19 AM ESTIMATE NO. 003 BID OPENING 02/15/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/19 R.E. NAME: MOHAMED, ASHRAF DATE OF THIS ESTIMATE 09/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,440,852.69 10,767,972.42 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,440,852.69 10,767,972.42 140 MOBILIZATION LS 6,000,000.0000 6,000,000.00 0.250 1,500,000.00 0.750 4,500,000 ORIGINAL CONTRACT AMOUNT 134,507,601.00 TOTAL WORK COMPLETED 6,940,852.69 15,267,972.42 MATERIALS ON HAND ON SITE 784,619.00 2,534,619.00 DEDUCTIONS -4,000.00 -4,000.00 TOTAL 7,721,471.69 17,798,591.42 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 05/13/19 480 07/22/19 07/22/19 06/25/21 43 11 0 0 11% 9% PROGRESS IS SATISFACTORY MOHAMED, ASHRAF RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/19