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 11/22/23 EST. NO. 010 TIME 01:25 PM R.E. NAME: HADIPOUR, ROOZBEH 01-434804 --------------------------------------------------------------------------- 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 11/22/23 EST. NO. 010 TIME 01:25 PM R.E. NAME: HADIPOUR, ROOZBEH 01-434804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434804 TIME 01:25 PM ESTIMATE NO. 010 BID OPENING 09/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 11/22/23 LOCATION PROGRESS ESTIMATE 01-MEN-1-61.9/62.2 ----------------- MCM CONSTRUCTION, INC. IN MENDOCINO COUNTY IN FORT BRAGG PO BOX 620; FROM ELM STREE TO PUDDING CREEK RD NORTH HIGHLANDS CA 95660 -421 FED. AID NO. ACST-S001(658)E WIDEN BRIDGE AND UPGRADE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 8,000.0000 8,000.00 1.000 8,000 002 TIME-RELATED OVERHEAD (LS) LS 350,000.0000 350,000.00 0.022 7,700.00 0.966 338,100 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 3.000 6,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 3.000 600 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.200 2,000.00 1.000 10,000 006 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.022 2,200.00 0.966 96,600 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 240.00 169.000 1,690 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 2,090.00 1,930.000 1,930 009 CHANNELIZER (SURFACE MOUNTED) EA 120.0000 3,360.00 28.000 3,360 010 PORTABLE SIGNAL SYSTEMS (EA) EA 32,500.0000 65,000.00 2.000 65,000 011 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,000.0000 5,000.00 0.022 110.00 0.966 4,830 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 0.022 264.00 0.966 11,592 013 TEMPORARY RAILING (TYPE K) LF 55.0000 56,100.00 900.000 49,500 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,000.0000 30,000.00 6.000 30,000 015 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.022 1,100.00 0.966 48,300 016 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.750 2,250 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 3,500.00 8.000 4,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 925.0000 9,250.00 3.000 2,775 019 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 020 MOVE-IN/MOVE-OUT EA 1,000.0000 4,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 3.5000 4,620.00 0.000 0 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 6.0000 7,920.00 1,208.940 7,253 PROGRAM CAS145 PAGE 2 DATE 11/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434804 TIME 01:25 PM ESTIMATE NO. 010 BID OPENING 09/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 11/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 12.0000 2,160.00 142.000 1,704 024 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 4,550.00 10.000 3,500 025 TEMPORARY FIBER ROLL LF 6.0000 2,460.00 3,900.000 23,400 026 TEMPORARY GRAVEL BAG BERM LF 20.0000 8,800.00 110.000 2,200 027 TEMPORARY SILT FENCE LF 6.0000 7,800.00 1,165.000 6,990 028 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 30,000.00 1.000 7,500 029 STREET SWEEPING LS 25,000.0000 25,000.00 0.022 550.00 0.966 24,150 030 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.022 110.00 0.966 4,830 031 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,400.0000 7,000.00 0.000 0 032 WATER QUALITY MONITORING REPORT EA 1,000.0000 5,000.00 0.000 0 033 WATER QUALITY ANNUAL REPORT EA 1,100.0000 2,200.00 0.000 0 034 BAT AND BIRD EXCLUSION DEVICE LS 40,000.0000 40,000.00 1.000 40,000 035 TREATED WOOD WASTE LB 0.2500 2,625.00 2,720.000 680 036 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 35,000.0000 35,000.00 0.022 770.00 0.966 33,810 037 HYDROACOUSTIC MONITORING LS 25,000.0000 25,000.00 1.000 25,000 038 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 4,600.00 460.000 4,600 039 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 1.000 35,000 040 ROADWAY EXCAVATION CY 155.0000 26,350.00 212.030 32,864 041 ROADWAY EXCAVATION (TYPE Z-2) CY 320.0000 118,400.00 370.000 118,400 (AERIALLY DEPOSITED LEAD) 042 ROADWAY EXCAVATION (TYPE COM) CY 155.0000 7,130.00 46.000 7,130 (AERIALLY DEPOSITED LEAD) 043 SHOULDER BACKING TON 1,000.0000 2,500.00 2.500 2,500 044 STRUCTURE EXCAVATION (BRIDGE) CY 700.0000 114,100.00 163.000 114,100 (F) 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 300.0000 26,100.00 87.000 26,100 (F) 046 STRUCTURE EXCAVATION (TYPE Z-2) CY 1,600.0000 11,200.00 7.000 11,200 (AERIALLY DEPOSITED LEAD) 047 STRUCTURE BACKFILL (BRIDGE) CY 325.0000 44,850.00 138.000 44,850 (F) 048 STRUCTURE BACKFILL (RETAINING WALL) CY 350.0000 23,100.00 66.000 23,100 (F) 049 DITCH EXCAVATION CY 80.0000 62,400.00 771.000 61,680 PROGRAM CAS145 PAGE 3 DATE 11/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434804 TIME 01:25 PM ESTIMATE NO. 010 BID OPENING 09/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 11/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 IMPORTED BORROW (CY) CY 105.0000 42,000.00 411.000 43,155 051 ROCK MULCH SQFT 110.0000 5,500.00 14.000 1,540.00 57.000 6,270 052 WOOD MULCH CY 250.0000 3,250.00 13.000 3,250 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,200.0000 4,400.00 1.000 2,200.00 2.000 4,400 054 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 2.0000 5,720.00 2,860.000 5,720 055 HYDROMULCH SQFT 0.2000 7,220.00 4,000.000 800.00 36,000.000 7,200 056 FIBER ROLLS LF 6.0000 16,080.00 325.000 1,950.00 1,575.000 9,450 057 HYDROSEED SQFT 0.3000 10,830.00 4,000.000 1,200.00 36,000.000 10,800 058 COMPOST (CY) CY 80.0000 10,400.00 130.000 10,400 059 INCORPORATE MATERIALS SQFT 2.0000 4,500.00 2,250.000 4,500 060 CLASS 2 AGGREGATE BASE (CY) CY 155.0000 65,100.00 420.000 65,100 061 HOT MIX ASPHALT (TYPE A) TON 333.0000 243,090.00 912.500 303,862 062 ASPHALTIC EMULSION TON 5,000.0000 1,500.00 0.000 0 (BONDED WEARING COURSE) 063 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 20.0000 11,200.00 100.000 2,000.00 700.000 14,000 (PAVING FABRIC) 064 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 120.0000 4,200.00 43.000 5,160.00 43.000 5,160 065 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 120.0000 7,440.00 77.500 9,300.00 77.500 9,300 066 PLACE HOT MIX ASPHALT SQYD 10,000.0000 8,000.00 1.000 10,000.00 1.000 10,000 (MISCELLANEOUS AREA) 067 TACK COAT TON 1,100.0000 3,740.00 2.555 2,810 068 REMOVE ASPHALT CONCRETE DIKE LF 55.0000 1,925.00 35.000 1,925 069 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 51,590.00 210.000 2,310.00 4,900.000 53,900 070 RETAINING WALL (MASONRY WALL) SQFT 50.0000 31,450.00 629.000 31,450 (F) 071 FURNISH STEEL PILING (HP 12 X 84) LF 100.0000 56,400.00 564.000 56,400 072 DRIVE STEEL PILE (HP 12 X 84) EA 7,500.0000 60,000.00 8.000 60,000 073 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 2,000.0000 36,000.00 18.000 36,000 (F) 074 STRUCTURAL CONCRETE, BRIDGE CY 12,000.0000 540,000.00 45.000 540,000 (F) 075 STRUCTURAL CONCRETE, RETAINING WALL CY 1,400.0000 29,400.00 21.000 29,400 (F) 076 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 44,000.00 11.000 44,000 (F) PROGRAM CAS145 PAGE 4 DATE 11/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434804 TIME 01:25 PM ESTIMATE NO. 010 BID OPENING 09/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 11/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (MINOR STRUCTURE) CY 7,000.0000 35,000.00 1.320 9,240.00 5.000 35,000 (F) 078 DRILL AND BOND DOWEL LF 50.0000 60,600.00 1,212.000 60,600 079 CLEAN EXPANSION JOINT LF 50.0000 8,000.00 160.000 8,000.00 160.000 8,000 080 FURNISH PRECAST PRESTRESSED EA 30,500.0000 976,000.00 32.000 976,000 CONCRETE DECK UNIT (30'-40') 081 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 16,100.0000 515,200.00 32.000 515,200 UNIT 082 JOINT SEAL (MR 1/2") LF 65.0000 8,060.00 124.000 8,060.00 124.000 8,060 083 JOINT SEAL (MR 1") LF 75.0000 9,300.00 124.000 9,300.00 124.000 9,300 084 BAR REINFORCING STEEL (RETAINING WALL) LB 5.0000 12,000.00 2,400.000 12,000 (F) 085 BAR REINFORCING STEEL (EPOXY COATED) LB 2.0000 26,852.00 13,426.000 26,852 (F) (BRIDGE) 086 BAR REINFORCING STEEL LB 12.0000 58,824.00 4,902.000 58,824 (F) (STAINLESS STEEL) (BRIDGE) 087 PUBLIC SAFETY PLAN LS 12,000.0000 12,000.00 1.000 12,000 088 CORE AND PRESSURE GROUT DOWEL LF 200.0000 22,400.00 98.000 19,600 089 RAPID SETTING CONCRETE (PATCH) CF 80.0000 3,920.00 12.250 980 090 REMOVE UNSOUND CONCRETE CF 220.0000 10,780.00 30.000 6,600 091 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 4.0000 32,132.00 8,164.990 32,659 092 REFINISH CONCRETE SURFACE SQFT 75.0000 9,450.00 157.500 11,812 093 FURNISH POLYESTER CONCRETE OVERLAY CF 120.0000 80,400.00 837.500 100,500 094 PLACE POLYESTER CONCRETE OVERLAY SQFT 9.0000 72,297.00 8,033.000 72,297 (F) 095 CORE CONCRETE (3") LF 275.0000 63,250.00 93.200 25,630 096 CORE CONCRETE (1 1/2") LF 175.0000 10,850.00 62.000 10,850 097 BRIDGE REMOVAL (PORTION) LS 150,000.0000 150,000.00 1.000 150,000 098 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 099 CONCRETE BACKFILL (PIPE TRENCH) CY 300.0000 19,200.00 64.000 19,200 (F) 100 IMPORTED BIOFILTRATION SOIL CY 155.0000 4,495.00 29.000 4,495 101 18" PLASTIC PIPE LF 220.0000 85,800.00 390.000 85,800 102 18" HDPE (TYPE S) LF 250.0000 80,000.00 320.000 80,000 103 GEOCOMPOSITE DRAIN SQFT 75.0000 8,175.00 96.240 7,218 PROGRAM CAS145 PAGE 5 DATE 11/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434804 TIME 01:25 PM ESTIMATE NO. 010 BID OPENING 09/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 11/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 18" ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000 105 REMOVE CULVERT (LF) LF 50.0000 12,500.00 241.000 12,050 106 REMOVE INLET EA 1,500.0000 3,000.00 2.000 3,000 107 CULVERT SLURRY-CEMENT BACKFILL CY 2,000.0000 1,800.00 0.900 1,800 108 ROCK SLOPE PROTECTION CY 300.0000 3,900.00 10.000 3,000 (60 LB, CLASS II, METHOD B) (CY) 109 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 30.0000 1,140.00 31.800 954 110 MINOR CONCRETE (MISCELLANEOUS CY 850.0000 42,500.00 45.750 38,887 CONSTRUCTION) 111 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,000.0000 190,000.00 7.000 7,000.00 206.570 206,570 CURB RAMP) 112 PRE/POST CONSTRUCTION SURVEYS EA 10,000.0000 20,000.00 2.000 20,000 113 MISCELLANEOUS IRON AND STEEL LB 4.0000 7,788.00 2,903.000 11,612 (F) 114 WATER MAIN RELOCATION LS 780,000.0000 780,000.00 1.000 780,000 115 SANITARY SEWER FORCE MAIN RELOCATION LS 400,000.0000 400,000.00 1.000 400,000 116 STAIN GALVANIZED SURFACES (LS) LS 15,000.0000 15,000.00 1.000 15,000 117 REMOVE PAVEMENT MARKER EA 5.0000 300.00 68.000 340 118 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 2,030.00 290.000 2,030.00 290.000 2,030 119 RELOCATE ROADSIDE SIGN EA 500.0000 9,000.00 3.000 1,500.00 8.000 4,000 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 400.00 27.000 675.00 27.000 675 (0.080"-UNFRAMED) 121 ROADSIDE SIGN - ONE POST EA 500.0000 500.00 1.000 500.00 1.000 500 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 500.0000 500.00 1.000 500.00 1.000 500 METHOD) 123 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 55.0000 7,150.00 130.000 7,150 124 PEDESTRIAN RAILING LF 450.0000 305,100.00 678.000 305,100 (F) 125 CABLE RAILING LF 60.0000 14,640.00 335.000 20,100 (F) 126 TRANSITION RAILING (TYPE WB-31) EA 5,500.0000 22,000.00 4.000 22,000 127 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 20,000.00 4.000 20,000 128 CALIFORNIA ST-75 BRIDGE RAIL LF 575.0000 423,200.00 736.000 423,200 (F) (MODIFIED) 129 REMOVE GUARDRAIL LF 10.0000 4,800.00 375.000 3,750 130 THERMOPLASTIC PAVEMENT MARKING SQFT 9.0000 17,010.00 1,065.500 9,589.50 1,065.500 9,589 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 6 DATE 11/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434804 TIME 01:25 PM ESTIMATE NO. 010 BID OPENING 09/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 11/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 580.00 218.000 436.00 218.000 436 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 132 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 7,095.00 3,739.000 5,608.50 3,739.000 5,608 (ENHANCED WET NIGHT VISIBILITY) 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 300.00 245.000 490.00 245.000 490 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 134 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 1,230.00 396.000 1,188.00 396.000 1,188 (ENHANCED WET NIGHT VISIBILITY) 135 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 7,480.00 335.000 670.00 2,665.000 5,330 136 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 5,820.00 158.000 948 137 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 13.0000 16,900.00 1,340.000 17,420.00 1,340.000 17,420 138 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.022 110.00 0.966 4,830 SYSTEM ELEMENTS DURING CONSTRUCTION 139 LIGHTING SYSTEM LS 145,000.0000 145,000.00 1.000 145,000 140 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 40,000.0000 40,000.00 1.000 40,000 141 MODIFYING FLASHING BEACON SYSTEMS LS 45,000.0000 45,000.00 -0.183 -8,235.00 0.817 36,765 PROGRAM CAS145 PAGE 7 DATE 11/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434804 TIME 01:25 PM ESTIMATE NO. 010 BID OPENING 09/07/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/23 R.E. NAME: HADIPOUR, ROOZBEH DATE OF THIS ESTIMATE 11/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 125,346.00 7,638,824.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 33,292.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 125,346.00 7,672,117.17 142 MOBILIZATION LS 850,500.0000 850,500.00 1.000 850,500 ORIGINAL CONTRACT AMOUNT 8,529,488.00 TOTAL WORK COMPLETED 125,346.00 8,522,617.17 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 125,346.00 8,522,617.17 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 11/16/22 90 03/13/23 03/13/23 11/22/23 87 129 0 0 97% 97% PROGRESS IS SATISFACTORY *** SUSPENDED ON 01/10/23. HADIPOUR, ROOZBEH RESIDENT ENGINEER