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 12/21/21 EST. NO. 021 TIME 11:16 AM R.E. NAME: MOHAMMAD SAMIMI 06-0S4604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 033 0015 12,578.91 E.W. @ F.A.(+) 030521 N 143.10 12,578.91 TOTAL THIS ESTIMATE 4,494,439.82 TOTAL PREVIOUS ESTIMATE 4,507,018.73 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 12/21/21 EST. NO. 021 TIME 11:16 AM R.E. NAME: MOHAMMAD SAMIMI 06-0S4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAIL COMP STRENGTH -160.00 005 HMA FAILED TEST -100,000.00 019 REL FAILED HMA TEST 40,000.00 020 REL FAILED COMP 160.00 020 0.00 -60,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -1,000.00 007 REC'D PAYROLL EST.07 1,000.00 008 MISSING PAYROLL -1,000.00 013 REC'D PAYROLL EST.13 1,000.00 016 MISSING PAYROLL -5,000.00 019 REC'D PAYROLL EST.19 5,000.00 020 0.00 0.00 TOTAL DEDUCTIONS 0.00 -60,000.00 PROGRAM CAS145 PAGE 1 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 11:16 AM ESTIMATE NO. 021 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 12/21/21 LOCATION PROGRESS ESTIMATE 06-FRE-99-R0.9/R5.0 ----------------- GRANITE CONSTRUCTION COMPANY IN AND NEAR KINGSBURG FROM SR 2716 GRANITE COURT; 99/201 SEPARATION TO 0.3 MI. SOUTH FRESNO CA 93706 OF SECOND STREET UNDERCROSSING FED. AID NO. ACNH-P099(644)E PAVEMENT REHABILITATION (2R) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (LS) LS 940,000.0000 940,000.00 1.000 940,000 004 CONSTRUCTION AREA SIGNS LS 51,400.0000 51,400.00 1.000 51,400 005 TRAFFIC CONTROL SYSTEM LS 747,000.0000 747,000.00 1.000 747,000 006 FLASHING ARROW SIGN EA 900.0000 10,800.00 2.000 1,800 007 TYPE III BARRICADE EA 65.0000 780.00 18.000 1,170 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.8000 1,384,200.00 0.000 0 009 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 34,400.00 860.000 34,400 010 TEMPORARY PAVEMENT MARKER EA 3.0000 36,300.00 9,733.000 29,199 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 1.000 50,000 012 TEMPORARY RAILING (TYPE K) LF 10.0000 1,120,000.00 114,266.000 1,142,660 013 TEMPORARY CRASH CUSHION MODULE EA 200.0000 24,000.00 98.000 19,600 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,500.0000 9,000.00 8.000 12,000 SYSTEM 015 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.950 47,500 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 0.750 2,100 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 018 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 3,250.00 10.000 2,500 019 TEMPORARY FIBER ROLL LF 4.0000 10,760.00 905.000 3,620 020 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 1.000 5,000 021 STREET SWEEPING LS 250,000.0000 250,000.00 1.000 250,000 022 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 11:16 AM ESTIMATE NO. 021 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 24,050.00 55,874.000 27,937 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.3000 11,520.00 38,345.250 11,503 025 TEMPORARY HIGH-VISIBILITY FENCE LF 4.5000 9,855.00 0.000 0 026 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 027 ROADWAY EXCAVATION CY 16.0000 763,200.00 50,100.500 801,608 028 ROADWAY EXCAVATION (TYPE Z-2) CY 210.0000 102,900.00 0.000 0 (AERIALLY DEPOSITED LEAD) 029 SHOULDER BACKING TON 55.0000 43,450.00 987.300 54,301 030 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 77,200.00 0.000 0 (F) 031 STRUCTURE BACKFILL (RETAINING WALL) CY 110.0000 101,200.00 0.000 0 (F) 032 PERVIOUS BACKFILL MATERIAL (RETAINING CY 140.0000 11,760.00 0.000 0 (F) WALL) 033 IMPORTED BORROW (CY) CY 8.0000 49,760.00 5,937.000 47,496 034 ROCK BLANKET SQFT 17.0000 40,460.00 2,379.000 40,443 035 SOIL AMENDMENT CY 100.0000 210.00 2.100 210 036 PACKET FERTILIZER EA 2.0000 174.00 87.000 174 037 PLANT (GROUP A) EA 35.0000 1,890.00 54.000 1,890 038 PLANT (GROUP B) EA 65.0000 715.00 11.000 715 039 MAINTAIN EXISTING PLANTED AREAS LS 13,750.0000 13,750.00 0.950 13,062 040 PLANT ESTABLISHMENT WORK LS 12,500.0000 12,500.00 0.120 1,500.00 0.540 6,750 041 WOOD MULCH CY 63.0000 33,390.00 120.000 7,560.00 520.000 32,760 042 ROOT PROTECTOR EA 30.0000 330.00 11.000 330 043 CHECK AND TEST EXISTING IRRIGATION LS 3,500.0000 3,500.00 1.000 3,500 FACILITIES 044 OPERATE EXISTING IRRIGATION FACILITIES LS 6,500.0000 6,500.00 0.950 6,175 045 CONTROL AND NEUTRAL CONDUCTORS LS 9,500.0000 9,500.00 1.000 9,500 (ARMOR-CLAD) 046 1 1/2" REMOTE CONTROL VALVE EA 600.0000 1,800.00 3.000 1,800 047 1 1/2" WYE STRAINER ASSEMBLY EA 375.0000 750.00 2.000 750 048 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 80.0000 1,680.00 21.000 1,680 049 RISER SPRINKLER ASSEMBLY EA 50.0000 3,750.00 75.000 3,750 PROGRAM CAS145 PAGE 3 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 11:16 AM ESTIMATE NO. 021 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 POP-UP SPRINKLER ASSEMBLY EA 60.0000 420.00 0.000 0 051 2" GATE VALVE EA 400.0000 1,200.00 1.000 400 052 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 8,466.00 1,411.000 8,466 (F) LINE) 053 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.0000 2,736.00 304.000 2,736 (F) LINE) 054 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 3,312.00 368.000 3,312 (F) (SUPPLY LINE) 055 2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 16,116.00 1,343.000 16,116 (F) (SUPPLY LINE) 056 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 15.0000 6,000.00 400.000 6,000 (F) (SUPPLY LINE) 057 BALL VALVE EA 350.0000 1,050.00 3.000 1,050 058 8" CORRUGATED HIGH DENSITY LF 275.0000 19,250.00 107.000 29,425 POLYETHYLENE PIPE CONDUIT 059 8" WELDED STEEL PIPE CONDUIT LF 450.0000 54,000.00 0.000 0 060 HYDROMULCH SQFT 0.0400 8,160.00 220,780.000 8,831 061 HYDROSEED SQFT 0.0600 12,240.00 220,780.000 13,246 062 CLASS 2 AGGREGATE BASE (CY) CY 54.0000 298,080.00 6,183.880 333,929 063 HOT MIX ASPHALT (TYPE A) TON 78.0000 2,815,800.00 35,724.340 2,786,498 064 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 065 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 17,660.00 9,074.000 18,148 066 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 2,120.00 1,360.000 2,720 067 PLACE HOT MIX ASPHALT SQYD 75.0000 2,475.00 50.140 3,760 (MISCELLANEOUS AREA) 068 TACK COAT TON 550.0000 6,600.00 10.700 5,885 069 REMOVE ASPHALT CONCRETE DIKE LF 0.3000 4,410.00 17,472.400 5,241 070 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.0000 23,920.00 2,039.870 26,518 071 CONTINUOUSLY REINFORCED CONCRETE CY 225.0000 11,385,000.00 50,268.700 11,310,457 PAVEMENT 072 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 2,407,500.00 8,632.430 2,158,107 073 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 7.2000 565,200.00 83,100.000 598,320 074 REMOVE CONCRETE PAVEMENT AND BASE CY 25.0000 1,277,500.00 59,518.470 1,487,961 075 GRIND EXISTING CONCRETE SQYD 6.0000 324,000.00 40,113.690 240,682 PAVEMENT 076 RETAINING WALL STEM (TYPE 6) SQFT 100.0000 623,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 11:16 AM ESTIMATE NO. 021 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,000.0000 44,000.00 22.000 44,000 078 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 82,840.00 16,568.000 82,840 (F) 079 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 8,284.00 16,568.000 8,284 (F) 080 24" REINFORCED CONCRETE PIPE LF 200.0000 28,000.00 136.000 27,200 081 24" CONCRETE FLARED END SECTION EA 650.0000 1,300.00 2.000 1,300 082 24" ALTERNATIVE FLARED END SECTION EA 700.0000 1,400.00 0.000 0 083 ABANDON CULVERT (LF) LF 7.0000 3,080.00 128.000 896 084 ABANDON INLET EA 800.0000 14,400.00 18.000 14,400 085 REMOVE CULVERT (LF) LF 4.5000 630.00 378.000 1,701 086 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 700.0000 5,600.00 8.000 5,600 087 REMOVE FLARED END SECTION (EA) EA 200.0000 600.00 2.000 400 088 CAP INLET EA 2,000.0000 2,000.00 2.000 4,000 089 CLEANING, INSPECTING, AND PREPARING LF 35.0000 28,350.00 810.000 28,350 CULVERT (LF) 090 CONCRETE INVERT PAVING CY 3,500.0000 14,000.00 0.000 0 091 SAND BACKFILL CY 500.0000 20,000.00 0.000 0 092 18" CURED-IN-PLACE PIPELINER LF 214.0000 59,920.00 210.000 44,940 093 24" CURED-IN-PLACE PIPELINER LF 197.0000 104,410.00 442.000 87,074 094 MINOR CONCRETE (PCC DIKE, TYPE E) LF 24.0000 70,320.00 3,037.500 72,900 095 MINOR CONCRETE (PCC DIKE, TYPE F) LF 22.0000 25,740.00 150.000 3,300 096 MINOR CONCRETE (PCC DIKE, TYPE C) LF 21.0000 1,575.00 75.000 1,575 097 MINOR CONCRETE (CURB) (CY) CY 710.0000 15,620.00 22.240 15,790 098 REMOVE PAVEMENT MARKER EA 0.9500 14,060.00 7,780.000 7,391 099 DELINEATOR (CLASS 1) EA 50.0000 10,500.00 210.000 10,500 100 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 12,360.00 3,107.000 9,321 101 OBJECT MARKER (TYPE P) EA 69.0000 621.00 8.000 552 102 REMOVE ROADSIDE SIGN EA 108.0000 20,520.00 190.000 20,520 103 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 19.0000 7,030.00 416.100 7,905 PROGRAM CAS145 PAGE 5 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 11:16 AM ESTIMATE NO. 021 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,200.00 150.000 1,200 (0.063"-UNFRAMED) 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 4,230.00 470.000 4,230 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 1,260.00 140.000 1,260 (0.080"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 2,520.00 280.000 2,520 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 477.00 60.400 543 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 4,230.00 930.100 8,370 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 110 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 2.5000 5,400.00 2,222.700 5,556 111 ROADSIDE SIGN - ONE POST EA 250.0000 19,500.00 112.000 28,000 112 ROADSIDE SIGN - TWO POST EA 375.0000 6,000.00 16.000 6,000 113 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 95.0000 570.00 6.000 570 METHOD) 114 INSTALL ROADSIDE SIGN EA 1,400.0000 11,200.00 8.000 11,200 (LAMINATED WOOD BOX POST) 115 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 2,100.0000 12,600.00 4.000 8,400 116 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 1,700.0000 20,400.00 12.000 20,400 117 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 31.0000 178,870.00 4,287.500 132,912 118 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 162,000.00 2,954.830 147,741 119 TRANSITION RAILING (TYPE WB-31) EA 4,600.0000 27,600.00 8.000 36,800 120 END CAP (TYPE A) EA 250.0000 750.00 3.000 750 121 END CAP (TYPE TC) EA 250.0000 1,500.00 7.000 1,750 122 END ANCHOR ASSEMBLY (TYPE SFT) EA 990.0000 24,750.00 23.000 22,770 123 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 85,800.00 28.000 92,400 124 ALTERNATIVE CRASH CUSHION SYSTEM EA 52,000.0000 52,000.00 0.000 0 125 CONCRETE BARRIER (TYPE 60M) LF 91.0000 394,940.00 4,354.910 396,296 126 CONCRETE BARRIER (TYPE 60R) LF 400.0000 116,000.00 280.000 112,000 127 CONCRETE BARRIER (TYPE 60SD) LF 891.0000 178,200.00 256.500 228,541 128 CONCRETE BARRIER TRANSITION LF 1,440.0000 5,040.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 11:16 AM ESTIMATE NO. 021 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 REMOVE GUARDRAIL LF 5.0000 29,850.00 6,227.750 31,138 130 REMOVE CONCRETE BARRIER LF 21.0000 96,600.00 4,567.000 95,907 131 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 9,130.00 1,921.000 10,565 132 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,750.00 2,070.000 2,070 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 280.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 134 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.2500 155,350.00 45,067.000 146,467 135 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 31,300.00 30,718.000 30,718 (ENHANCED WET NIGHT VISIBILITY) 136 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 8,310.00 5,710.000 8,565 (ENHANCED WET NIGHT VISIBILITY) 137 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 21,200.00 143,771.000 57,508 138 12" RUMBLE STRIP STA 187.0000 100,980.00 504.200 94,285 (CONCRETE PAVEMENT) 139 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 177,200.00 46,397.000 185,588 (WARRANTY) 140 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 15,660.00 2,715.000 16,290 (WARRANTY) 141 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 1.7500 178,500.00 81,113.000 141,947 (BROKEN 36-12)(WARRANTY) 142 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,300.0000 1,300.00 1.000 1,300 SYSTEM ELEMENTS DURING CONSTRUCTION 143 MODIFYING EXISTING ELECTRICAL SYSTEM LS 970,000.0000 970,000.00 0.988 958,360 PROGRAM CAS145 PAGE 7 DATE 12/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 11:16 AM ESTIMATE NO. 021 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 12/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 9,060.00 27,142,263.45 ADJUSTMENT OF COMPENSATION 0.00 567,627.59 EXTRA WORK 12,578.91 3,939,391.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 21,638.91 31,649,282.18 144 MOBILIZATION LS 2,823,000.0000 2,823,000.00 1.000 2,823,000 ORIGINAL CONTRACT AMOUNT 32,597,806.00 TOTAL WORK COMPLETED 21,638.91 34,472,282.18 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -60,000.00 TOTAL 21,638.91 34,412,282.18 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 12/24/19 240 04/06/20 04/06/20 04/14/22 344 82 28 0 100% 100% PROGRESS IS SATISFACTORY MOHAMMAD SAMIMI RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/21