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 01/24/22 EST. NO. 011 TIME 02:03 PM R.E. NAME: ABDALLA, OSAMA 08-1C8504 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 002 0003 600.00 E.W. @ F.A.(+) 111721 N 0144.0 003 0006 1,100.00 E.W. @ F.A.(+) 120121 N 0145.0 008 0062 1,359.96 E.W. @ F.A.(+) 121721 N 0143.0 3,059.96 TOTAL THIS ESTIMATE 1,197,888.74 TOTAL PREVIOUS ESTIMATE 1,200,948.70 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 01/24/22 EST. NO. 011 TIME 02:03 PM R.E. NAME: ABDALLA, OSAMA 08-1C8504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PROJECT SCHEDULE UPD -262,864.25 006 SCHEDULE UPDATE 212,864.25 010 0.00 -50,000.00 TOTAL DEDUCTIONS 0.00 -50,000.00 PROGRAM CAS145 PAGE 1 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 02:03 PM ESTIMATE NO. 011 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 01/24/22 LOCATION PROGRESS ESTIMATE 08-RIV-74-0.0/5.8 ----------------- GRANITE CONSTRUCTION COMPANY NR LAKE ELSINORE, FROM ORANGE 38000 MONROE STREET; COUNTY LINE TO MONTE VISTA STREET INDIO CA 92203 FED. AID NO. HSST-S074(71)E WIDEN EXISTING LANES TO PROVIDE 12' ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 963.0000 963.00 1.000 963 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 1.000 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 8,000.0000 4,000,000.00 13.000 104,000.00 209.000 1,672,000 004 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.030 1,500.00 0.440 22,000 005 CONSTRUCTION AREA SIGNS LS 27,950.0000 27,950.00 0.010 279.50 0.520 14,534 006 TRAFFIC CONTROL SYSTEM LS 1,023,000.0000 1,023,000.00 0.030 30,690.00 0.440 450,120 007 TYPE III BARRICADE EA 200.0000 2,800.00 10.000 2,000 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 150.00 0.000 0 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 54,000.00 88,980.000 26,694.00 143,027.000 42,908 010 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 5,400.00 62.000 2,232 011 TEMPORARY PAVEMENT MARKER EA 2.5000 12,925.00 1,011.000 2,527.50 2,431.000 6,077 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.630 15,750 013 TEMPORARY RAILING (TYPE K) LF 15.0000 804,000.00 13,340.000 200,100 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,400.0000 95,200.00 6.000 20,400 015 JOB SITE MANAGEMENT LS 4,999.9400 4,999.94 0.030 150.00 0.310 1,549 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,750.0000 1,750.00 0.500 875 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 18,500.00 1.000 500.00 6.000 3,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 185.0000 4,440.00 1.000 185 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 TEMPORARY EROSION CONTROL BLANKET SQYD 3.4500 17,250.00 1,667.000 5,751.15 4,521.000 15,597 021 MOVE-IN/MOVE-OUT EA 250.0000 2,500.00 2.000 500.00 4.000 1,000 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.3000 14,400.00 14,520.000 4,356.00 47,190.000 14,157 PROGRAM CAS145 PAGE 2 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 02:03 PM ESTIMATE NO. 011 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SOIL BINDER SQYD 0.1500 5,400.00 2,420.000 363.00 41,140.000 6,171 024 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 20,000.00 17.000 6,800 025 TEMPORARY FIBER ROLL LF 2.1000 84,000.00 2,120.000 4,452.00 18,951.000 39,797 026 TEMPORARY GRAVEL BAG BERM LF 8.0000 40,000.00 707.000 5,656.00 5,321.000 42,568 027 TEMPORARY REINFORCED SILT FENCE LF 2.0000 57,800.00 1,340.000 2,680.00 23,339.000 46,678 028 TEMPORARY CONSTRUCTION ENTRANCE EA 12,000.0000 120,000.00 2.000 24,000.00 3.000 36,000 029 STREET SWEEPING LS 245,000.0000 245,000.00 0.030 7,350.00 0.430 105,350 030 TEMPORARY CONCRETE WASHOUT LS 50,000.0000 50,000.00 0.030 1,500.00 0.280 14,000 031 TREATED WOOD WASTE LB 0.2600 12,402.00 0.000 0 032 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 189,740.0000 189,740.00 0.600 113,844 033 NATURAL RESOURCE PROTECTION PLAN LS 9,300.0000 9,300.00 1.000 9,300 034 TEMPORARY HIGH-VISIBILITY FENCE LF 4.5000 32,940.00 7,085.000 31,882 035 CLEARING AND GRUBBING (LS) LS 2,380,000.0000 2,380,000.00 1.000 2,380,000 036 ROADWAY EXCAVATION CY 24.0000 2,688,000.00 3,680.000 88,320.00 97,460.000 2,339,040 037 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 038 SHOULDER BACKING TON 35.0000 83,650.00 140.000 4,900 039 STRUCTURE EXCAVATION (EARTH ANCHOR WALL) CY 200.0000 707,600.00 617.000 123,400 (F) 040 STRUCTURE BACKFILL (EARTH ANCHOR WALL) CY 200.0000 355,800.00 80.000 16,000.00 80.000 16,000 (F) 041 DITCH EXCAVATION CY 20.0000 39,800.00 0.000 0 042 GEOSYNTHETIC REINFORCEMENT SQYD 6.0000 35,940.00 0.000 0 043 SOIL AMENDMENT CY 100.0000 1,700.00 0.000 0 044 PACKET FERTILIZER EA 1.0000 1,800.00 0.000 0 045 BIODEGRADABLE RESERVOIR PLANTING EA 50.0000 45,000.00 0.000 0 SYSTEM 046 PLANT (GROUP A) EA 15.0000 13,500.00 0.000 0 047 PLANT ESTABLISHMENT WORK LS 52,500.0000 52,500.00 0.000 0 048 FOLIAGE PROTECTOR EA 23.0000 20,700.00 0.000 0 049 8" PLASTIC PIPE (SCHEDULE 40) LF 145.0000 27,550.00 0.000 0 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 02:03 PM ESTIMATE NO. 011 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 0.000 0 051 DUFF (ACRE) ACRE 2,000.0000 82,000.00 0.000 0 052 HYDROSEED SQFT 0.0900 72,990.00 0.000 0 053 INCORPORATE MATERIALS SQFT 0.0800 64,880.00 0.000 0 054 CLASS 2 AGGREGATE BASE (CY) CY 45.0000 522,000.00 1,540.000 69,300 055 REPLACE ASPHALT CONCRETE SURFACING CY 130.0000 533,000.00 1,200.000 156,000 056 PRIME COAT TON 500.0000 80,000.00 0.000 0 057 HOT MIX ASPHALT (TYPE A) TON 80.0000 3,840,000.00 7,060.250 564,820 058 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 120.0000 1,968,000.00 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.3100 1,249.90 0.000 0 060 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.3100 3,103.20 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.3100 7,973.50 0.000 0 062 PLACE HOT MIX ASPHALT SQYD 75.0000 14,250.00 0.000 0 (MISCELLANEOUS AREA) 063 TACK COAT TON 500.0000 115,000.00 1.870 935.00 11.650 5,825 064 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 30.0000 31,800.00 0.000 0 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.2500 169,425.00 15,112.000 34,002 066 EARTH ANCHOR (SUBHORIZONTAL) EA 2,678.0000 2,206,672.00 38.000 101,764.00 149.000 399,022 067 MICROPILE (NPS 5 XX-STRONG STEEL PIPE) EA 3,475.0000 1,310,075.00 105.000 364,875 068 12' X 6' PRECAST REINFORCED CONCRETE LF 1,965.0000 106,110.00 0.000 0 BOX CULVERT 069 STRUCTURAL CONCRETE, HEADWALL CY 1,760.0000 204,160.00 0.000 0 (F) 070 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,875.0000 368,125.00 6.040 23,405.00 79.790 309,186 (F) 071 MINOR CONCRETE CY 1,800.0000 32,400.00 11.200 20,160 (F) 072 MINOR CONCRETE (MINOR STRUCTURE) CY 750.0000 102,750.00 0.000 0 (F) 073 BAR REINFORCING STEEL LB 2.0000 18,718.00 0.000 0 (F) 074 BAR REINFORCING STEEL (EARTH ANCHOR LB 0.9400 464,193.62 16,214.000 15,241.16 57,784.000 54,316 (F) WALL) 075 SCULPTED SHOTCRETE SQFT 23.9100 255,000.15 0.000 0 076 STRUCTURAL SHOTCRETE CY 451.3600 1,202,423.04 160.000 72,217.60 250.000 112,840 (F) PROGRAM CAS145 PAGE 4 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 02:03 PM ESTIMATE NO. 011 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 METAL POST SIGN (WALL MOUNTED SIGN) EA 100.0000 700.00 0.000 0 078 18" ALTERNATIVE PIPE CULVERT LF 125.0000 432,500.00 765.930 95,741.25 2,355.800 294,475 079 24" ALTERNATIVE PIPE CULVERT LF 185.0000 342,250.00 1,581.100 292,503 080 30" ALTERNATIVE PIPE CULVERT LF 205.0000 28,700.00 70.700 14,493 081 36" ALTERNATIVE PIPE CULVERT LF 222.0000 37,740.00 95.800 21,267.60 167.400 37,162 082 54" ALTERNATIVE PIPE CULVERT LF 308.0000 22,176.00 72.000 22,176 083 CONCRETE BACKFILL (PIPE TRENCH) CY 69.0000 897.00 6.190 427.11 10.550 727 (F) 084 12" CORRUGATED STEEL PIPE (.064" THICK) LF 119.0000 9,163.00 31.500 3,748 085 18" CORRUGATED STEEL PIPE (.064" THICK) LF 105.0000 25,200.00 127.500 13,387 086 24" CORRUGATED STEEL PIPE (.138" THICK) LF 220.0000 143,000.00 126.900 27,918.00 387.300 85,206 087 60" CORRUGATED STEEL PIPE (.138" THICK) LF 443.0000 34,111.00 76.700 33,978.10 76.700 33,978 088 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 9.0000 24,210.00 0.000 0 089 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 135.0000 62,100.00 0.000 0 (F) 090 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 61.0000 45,750.00 0.000 0 (F) 091 36" CORRUGATED STEEL PIPE INLET LF 640.0000 121,600.00 32.400 20,736.00 157.500 100,800 (.168" THICK) 092 12" CORRUGATED STEEL PIPE RISER LF 750.0000 18,750.00 4.600 3,450.00 7.700 5,775 (.064" THICK) 093 GRATED LINE DRAIN LF 245.0000 75,950.00 0.000 0 094 12" ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 1.000 900 095 18" ALTERNATIVE FLARED END SECTION EA 1,900.0000 26,600.00 8.000 15,200 096 24" ALTERNATIVE FLARED END SECTION EA 2,100.0000 52,500.00 14.000 29,400 097 30" ALTERNATIVE FLARED END SECTION EA 2,500.0000 5,000.00 0.000 0 098 36" ALTERNATIVE FLARED END SECTION EA 2,900.0000 8,700.00 2.000 5,800 099 ABANDON CULVERT (LF) LF 12.0000 12,360.00 642.700 7,712 100 REMOVE CULVERT (LF) LF 37.0000 37,000.00 67.000 2,479.00 835.000 30,895 101 REMOVE INLET EA 1,000.0000 17,000.00 1.000 1,000.00 13.000 13,000 102 REMOVE HEADWALL EA 1,300.0000 6,500.00 4.000 5,200 103 SAND BACKFILL CY 280.0000 19,320.00 47.520 13,305 PROGRAM CAS145 PAGE 5 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 02:03 PM ESTIMATE NO. 011 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK BOLTS (GROUTED) LF 145.0000 31,900.00 0.000 0 105 CABLE NET DRAPERY SQFT 8.4500 729,235.00 41,816.000 353,345 106 CONCRETE (DITCH LINING) CY 800.0000 520,000.00 0.000 0 107 GABION CY 105.0000 298,935.00 0.000 0 (F) 108 ROCK SLOPE PROTECTION CY 150.0000 14,250.00 0.000 0 (2T, CLASS IX, METHOD A) 109 ROCK SLOPE PROTECTION CY 85.0000 18,700.00 11.500 977.50 77.100 6,553 (300 LB, CLASS IV, METHOD B) (CY) 110 ROCK SLOPE PROTECTION CY 75.0000 11,250.00 79.600 5,970 (150 LB, CLASS III, METHOD B) (CY) 111 ROCK SLOPE PROTECTION CY 90.0000 35,100.00 87.300 7,857.00 207.300 18,657 (1T, CLASS VIII, METHOD B) 112 ROCK SLOPE PROTECTION CY 90.0000 2,520.00 6.000 540 (20 LB, CLASS I, METHOD B) (CY) 113 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 35.0000 51,800.00 169.700 5,939.50 693.600 24,276 114 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 40.0000 4,400.00 0.000 0 115 MISCELLANEOUS IRON AND STEEL LB 2.7500 92,917.00 2,282.000 6,275.50 19,704.000 54,186 (F) 116 PREPARE AND STAIN CONCRETE SQFT 1.3500 164,050.65 0.000 0 117 PREPARE AND STAIN SHOTCRETE SQFT 1.5000 63,678.00 0.000 0 118 STAIN GALVANIZED SURFACE (SQFT) SQFT 0.4700 40,561.00 0.000 0 119 REMOVE PAVEMENT MARKER EA 0.5000 1,390.00 1,126.000 563 120 DELINEATOR (CLASS 1) EA 55.0000 26,400.00 0.000 0 121 GUARD RAILING DELINEATOR EA 19.0000 4,180.00 0.000 0 122 PAVEMENT MARKER EA 6.0000 16,020.00 0.000 0 (RETROREFLECTIVE-RECESSED) 123 MILEPOST MARKER EA 125.0000 1,875.00 0.000 0 124 MARKER (CULVERT) EA 130.0000 7,670.00 0.000 0 125 OBJECT MARKER EA 125.0000 6,250.00 0.000 0 126 CONCRETE BARRIER MARKER EA 10.0000 3,400.00 0.000 0 127 REMOVE MARKER EA 40.0000 2,960.00 0.000 0 128 REMOVE ROADSIDE SIGN EA 155.0000 11,160.00 0.000 0 129 RESET OBJECT MARKER EA 125.0000 4,250.00 0.000 0 130 RESET ROADSIDE SIGN EA 425.0000 4,675.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 02:03 PM ESTIMATE NO. 011 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.9500 4,944.50 0.000 0 (0.063"-UNFRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.9500 4,590.00 0.000 0 (0.080"-UNFRAMED) 133 ROADSIDE SIGN - ONE POST EA 425.0000 24,225.00 0.000 0 134 MIDWEST GUARDRAIL SYSTEM LF 26.2500 192,150.00 0.000 0 135 VEGETATION CONTROL (MINOR CONCRETE) SQYD 72.0000 461,520.00 0.000 0 136 CRASH CUSHION (TYPE SCI-100GM) EA 34,200.0000 239,400.00 0.000 0 137 CABLE RAILING LF 59.0000 12,213.00 0.000 0 (F) 138 TRANSITION RAILING (TYPE WB-31) EA 4,100.0000 127,100.00 0.000 0 139 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 950.00 0.000 0 140 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,550.0000 99,400.00 0.000 0 141 CONCRETE BARRIER (TYPE 842B) LF 180.0000 1,322,460.00 0.000 0 (F) 142 SALVAGE GUARDRAIL LF 7.7500 21,002.50 60.000 465 143 CONCRETE BARRIER (TYPE 842A MODIFIED) LF 120.0000 885,120.00 0.000 0 (F) 144 THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 76,250.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 145 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 1,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 146 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 19,350.00 50,345.000 7,551 147 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 192.00 0.000 0 148 12" RUMBLE STRIP STA 18.0000 16,740.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 150 ROCK EXCAVATION CY 24.0000 338,400.00 17,625.000 423,000 151 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 152 INVASIVE SPECIES CONTROL LS 55,200.0000 55,200.00 0.340 18,768 PROGRAM CAS145 PAGE 7 DATE 01/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1C8504 TIME 02:03 PM ESTIMATE NO. 011 BID OPENING 10/22/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: ABDALLA, OSAMA DATE OF THIS ESTIMATE 01/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 768,878.47 11,834,249.14 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,059.96 1,200,948.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 771,938.43 13,035,197.84 153 MOBILIZATION LS 3,800,000.0000 3,800,000.00 0.950 3,610,000 ORIGINAL CONTRACT AMOUNT 38,754,359.00 TOTAL WORK COMPLETED 771,938.43 16,645,197.84 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -50,000.00 TOTAL 771,938.43 16,595,197.84 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 12/24/20 860 02/22/21 02/22/21 05/08/23 209 25 26 0 40% 24% PROGRESS IS SATISFACTORY ABDALLA, OSAMA RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/22