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 01/30/24 EST. NO. 019 TIME 02:50 PM R.E. NAME: SELVENDRAN MANOHARAN 03-1H2704 --------------------------------------------------------------------------- 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 01/30/24 EST. NO. 019 TIME 02:50 PM R.E. NAME: SELVENDRAN MANOHARAN 03-1H2704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LIQ DAMAGES -340,000.00 008 LIQ DAMAGES 12/2022 -68,000.00 010 FPA DEDUCT -7,710.50 012 RTN LIQ DAMAGES 340,000.00 012 RTN LIQ DAMAGE 12/22 68,000.00 012 MSSG CEM-4401 2021 -10,000.00 016 MSSG CEM-4401 2022 -10,000.00 016 MSSG CEM-4401 2023 -10,000.00 016 RTN CEM-4401 2021 10,000.00 017 RTN CEM-4401 2022 10,000.00 017 RTN CEM-4401 2023 10,000.00 017 0.00 -7,710.50 EQUAL EMPLOYMENT OPPORTUNITY MSSG CEM-2402 -10,000.00 016 RTN CEM-2402 10,000.00 019 10,000.00 0.00 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 4/2022 -2,000.00 002 DEDUCT LTTR 5/2022 -5,000.00 003 RETURN LTTR 4/2022 2,000.00 003 DEDUCT LTTR 7/2022 -1,000.00 005 DEDUCT LTTR 8/2022 -10,000.00 006 RTN LTTR 7/2022 1,000.00 006 RTN LTTR 5/2022 5,000.00 006 DEDUCT LTTR 9/22 -6,000.00 007 DEDUCT LTTR 10/22 -8,000.00 008 RTN LTTR 8/2022 10,000.00 008 RTN LTTR 9/22 6,000.00 008 DEDUCT LTTR 11/22 -8,000.00 009 RTN LTTR 10/22 8,000.00 009 DEDUCT LTTR 12/22 -2,000.00 010 DEDUCT LTTR 1/23 -8,000.00 011 RTN LTTR 11/22 8,000.00 011 DEDUCT LTTR 2/23 -10,000.00 012 DEDUCT LTTR 3/23 -10,000.00 013 RTN LTTR 12/22 2,000.00 013 RTN LTTR 1/23 8,000.00 013 RTN LTTR 3/23 10,000.00 014 DEDUCT LTTR 5/23 -3,000.00 015 THRU COMP LTTR 7/23 -10,000.00 016 RTN LTTR 5/23 3,000.00 018 RTN LTTR 2/23 10,000.00 018 RTN THRU COMP 7/23 10,000.00 018 0.00 0.00 LIQUIDATED DAMAGES EXPIRED WORKING DAYS -102,000.00 011 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 01/30/24 EST. NO. 019 TIME 02:50 PM R.E. NAME: SELVENDRAN MANOHARAN 03-1H2704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LC OPEN DELAY -98,250.00 011 LIP DAMAGES 12/2022 -68,000.00 012 LIQ DAMAGES -340,000.00 012 2/23 & 3/23 -130,000.00 013 0.00 -738,250.00 TOTAL DEDUCTIONS 10,000.00 -745,960.50 PROGRAM CAS145 PAGE 1 DATE 01/30/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H2704 TIME 02:50 PM ESTIMATE NO. 019 BID OPENING 09/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/23 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/30/24 LOCATION SEMI-FINAL ESTIMATE 03-YUB-70-11.2/13.5 ------------------- BRIDGEWAY CIVIL CONSTRUCTORS, NEAR MARYSVILLE, AT FEATHER RIVER INC. BOULEVARD OVERCROSSING NO. 16-0033 3333 VACA VALLEY PARKWAY; (PM 13.01) AND SOUTH MARYSVILLE VACAVILLE CA 95688 UNDERCROSSING NO. 16-0035 (PM FED. AID NO. N O N E UPGRADE BRIDGE RAILS AND CONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,200.0000 1,200.00 1.000 1,200 003 TIME-RELATED OVERHEAD (LS) LS 400,000.0000 400,000.00 1.000 400,000 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 5.000 10,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 28.000 5,600 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 007 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 008 TYPE III BARRICADE EA 80.0000 800.00 10.000 800 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 26.0000 2,496.00 138.000 3,588 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 10,340.00 5,630.000 11,260 011 PLASTIC TRAFFIC DRUMS EA 95.0000 4,655.00 90.000 8,550 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 014 TEMPORARY RAILING (TYPE K) LF 15.0000 119,400.00 10,380.000 155,700 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,500.0000 58,500.00 14.000 63,000 016 TEMPORARY TRAFFIC SCREEN LF 2.0000 15,200.00 8,480.000 16,960 017 JOB SITE MANAGEMENT LS 60,000.0000 60,000.00 1.000 60,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 8,500.00 22.000 11,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 150.0000 3,900.00 24.000 3,600 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 022 MOVE-IN/MOVE-OUT EA 1,500.0000 6,000.00 4.000 6,000 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 01/30/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H2704 TIME 02:50 PM ESTIMATE NO. 019 BID OPENING 09/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/23 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/30/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 2,420.00 2,765.000 2,765 (BONDED FIBER MATRIX) 024 TEMPORARY COVER SQYD 1.0000 2,420.00 1,526.000 1,526 025 TEMPORARY CHECK DAM LF 2.0000 160.00 40.000 80 026 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 1,200.00 10.000 2,000 027 TEMPORARY FIBER ROLL LF 3.0000 3,000.00 1,715.000 5,145 028 TEMPORARY GRAVEL BAG BERM LF 3.0000 1,350.00 2,286.000 6,858 029 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 1.000 3,500 030 TEMPORARY CONSTRUCTION ROADWAY SQYD 1.5000 3,450.00 0.000 0 031 STREET SWEEPING LS 12,000.0000 12,000.00 1.000 12,000 032 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 1.000 10,000 033 TREATED WOOD WASTE LB 0.1500 5,820.00 61,220.000 9,183 034 BIRD EXCLUSION DEVICES LS 20,000.0000 20,000.00 1.000 20,000 035 REMOVE CONCRETE (SQYD) SQYD 2.0000 2,620.00 1,737.600 3,475 036 CLEARING AND GRUBBING (LS) LS 2,500.0000 2,500.00 1.000 2,500 037 ROADWAY EXCAVATION CY 150.0000 3,000.00 107.000 16,050 038 STRUCTURE EXCAVATION (BRIDGE) CY 300.0000 333,600.00 1,112.000 333,600 (F) 039 STRUCTURE BACKFILL (BRIDGE) CY 210.0000 191,520.00 912.000 191,520 (F) 040 FIBER ROLLS LF 6.0000 21,000.00 375.000 2,250 041 COMPOST (CY) CY 200.0000 48,000.00 286.000 57,200 042 FINISHING ROADWAY LS 8,000.0000 8,000.00 1.000 8,000 043 CLASS 2 AGGREGATE BASE (CY) CY 120.0000 36,000.00 168.000 20,160 044 HOT MIX ASPHALT (TYPE A) TON 164.0000 354,240.00 655.950 107,575 045 MINOR HOT MIX ASPHALT TON 110.0000 99.00 0.900 99 046 HOT MIX ASPHALT-OPEN GRADED TON 233.0000 62,910.00 0.000 0 (OPEN GRADED FRICTION COURSE) 047 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 17.0000 36,720.00 2,957.000 50,269 048 TACK COAT TON 1,800.0000 720.00 0.400 720 049 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 5,020.00 3,003.000 6,006 PROGRAM CAS145 PAGE 3 DATE 01/30/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H2704 TIME 02:50 PM ESTIMATE NO. 019 BID OPENING 09/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/23 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/30/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 31,400.00 0.000 0 051 JACKING SUPERSTRUCTURE (LOCATION A) LS 100,000.0000 100,000.00 1.000 100,000 052 JACKING SUPERSTRUCTURE (LOCATION B) LS 75,000.0000 75,000.00 1.000 75,000 053 FURNISH PILING (CLASS 200) LF 120.0000 275,880.00 2,172.000 260,640 (ALTERNATIVE W) 054 DRIVE PILE (CLASS 200) EA 3,500.0000 126,000.00 36.000 126,000 (ALTERNATIVE W) 055 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 58,000.00 145.000 58,000 (F) 056 STRUCTURAL CONCRETE, BRIDGE CY 1,300.0000 392,600.00 302.000 392,600 (F) 057 STRUCTURAL CONCRETE, BRIDGE CY 1,100.0000 86,900.00 79.000 86,900 (F) (POLYMER FIBER) 058 AGGREGATE BASE (APPROACH SLAB) CY 315.0000 16,695.00 0.000 0 059 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 151,800.00 138.000 151,800 (F) (TYPE N) 060 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 528,000.00 548.880 548,880 (TYPE R) 061 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 9,300.00 3.100 9,300 (F) 062 PAVING NOTCH EXTENSION CF 70.0000 22,120.00 313.930 21,975 063 DRILL AND BOND DOWEL LF 60.0000 42,900.00 719.000 43,140 064 JOINT SEAL (MR 1/2") LF 77.0000 16,940.00 220.000 16,940 065 BONDED JOINT SEAL (MR 1/2") LF 90.0000 28,890.00 321.000 28,890 066 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 207,777.00 138,518.000 207,777 067 PUBLIC SAFETY PLAN LS 8,400.0000 8,400.00 1.000 8,400 068 REMOVE ASPHALT CONCRETE SURFACING SQFT 9.0000 86,445.00 9,047.000 81,423 069 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.2500 32,748.75 26,886.000 33,607 070 FURNISH POLYESTER CONCRETE OVERLAY CF 89.0000 231,400.00 2,734.000 243,326 071 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.0000 157,116.00 26,873.000 161,238 (F) 072 BRIDGE REMOVAL (PORTION), LOCATION A LS 230,000.0000 230,000.00 1.000 230,000 073 BRIDGE REMOVAL (PORTION), LOCATION B LS 230,000.0000 230,000.00 1.000 230,000 074 REFINISH CONCRETE SURFACE SQFT 18.0000 2,322.00 128.000 2,304 075 18" REINFORCED CONCRETE PIPE LF 120.0000 18,000.00 162.000 19,440 076 REMOVE CULVERT (LF) LF 130.0000 23,400.00 230.000 29,900 PROGRAM CAS145 PAGE 4 DATE 01/30/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H2704 TIME 02:50 PM ESTIMATE NO. 019 BID OPENING 09/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/23 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/30/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE INLET EA 2,000.0000 6,000.00 1.000 2,000 078 CAP INLET EA 2,400.0000 7,200.00 3.000 7,200 079 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 670.0000 15,410.00 26.000 17,420 AND DRIVEWAY) 080 REMOVE CONCRETE (CURB AND GUTTER) LF 28.0000 9,240.00 355.000 9,940 081 REMOVE CONCRETE LF 68.0000 2,720.00 40.000 2,720 (CURB, GUTTER, AND SIDEWALK) (LF) 082 MISCELLANEOUS IRON AND STEEL LB 4.0000 3,912.00 978.000 3,912 (F) 083 DELINEATOR (CLASS 1) EA 91.0000 1,365.00 15.000 1,365 084 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 1,890.00 256.000 1,792 085 MILEPOST MARKER EA 91.0000 728.00 8.000 728 086 REMOVE ROADSIDE SIGN EA 112.0000 112.00 1.000 112 087 REMOVE ROADSIDE SIGN EA 57.0000 912.00 16.000 912 (STRAP AND SADDLE BRACKET METHOD) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 2,080.00 52.000 2,080 (0.063"-UNFRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 2,376.00 88.000 2,376 (0.080"-UNFRAMED) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 36.0000 900.00 25.000 900 (0.063"-FRAMED) 091 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 1,360.00 16.000 1,360 METHOD) 092 INSTALL SIGN BARRIER MOUNTED EA 1,300.0000 1,300.00 1.000 1,300 093 INSTALL ROADSIDE SIGN PANEL ON EA 170.0000 170.00 1.000 170 EXISTING POST 094 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 43,750.00 1,201.000 42,035 095 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 44.0000 84,920.00 1,978.000 87,032 096 VEGETATION CONTROL (MINOR CONCRETE) SQYD 52.0000 42,120.00 1,021.000 53,092 097 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 45.0000 14,850.00 330.000 14,850 098 TRANSITION RAILING (TYPE WB-31) EA 5,200.0000 26,000.00 5.000 26,000 099 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 4,500.00 5.000 4,500 100 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 13,200.00 4.000 17,600 101 CONCRETE BARRIER (TYPE 60MGA) LF 175.0000 21,350.00 122.000 21,350 102 CONCRETE BARRIER (TYPE 60MGC) LF 200.0000 210,000.00 1,050.000 210,000 103 CONCRETE BARRIER (TYPE 60MGF) LF 200.0000 5,000.00 25.000 5,000 PROGRAM CAS145 PAGE 5 DATE 01/30/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H2704 TIME 02:50 PM ESTIMATE NO. 019 BID OPENING 09/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/23 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/30/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE GUARDRAIL LF 14.0000 74,200.00 4,787.000 67,018 105 SALVAGE METAL BRIDGE RAILING LF 53.0000 51,993.00 981.000 51,993 106 REMOVE CONCRETE BARRIER LF 174.0000 7,830.00 45.000 7,830 107 CONCRETE BARRIER (TYPE 842R MODIFIED) LF 250.0000 155,750.00 623.000 155,750 (F) 108 THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 150.00 146.000 146 (ENHANCED WET NIGHT VISIBILITY) 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 370.00 342.000 342 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 110 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,400.00 3,088.000 3,088 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 111 4" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 840.00 265.000 795 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 112 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,960.00 1,059.000 2,118 (ENHANCED WET NIGHT VISIBILITY) 113 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 5,850.00 4,920.000 7,380 (ENHANCED WET NIGHT VISIBILITY) 114 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 1,260.00 321.000 1,926 (ENHANCED WET NIGHT VISIBILITY) 115 12" THERMOPLASTIC TRAFFIC STRIPE LF 8.0000 3,120.00 390.000 3,120 (ENHANCED WET NIGHT VISIBILITY) 116 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 10,150.00 4,020.000 10,050 (WATER BLASTING) 117 12" RUMBLE STRIP STA 335.0000 3,685.00 11.070 3,708 (ASPHALT CONCRETE PAVEMENT) 118 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 14.0000 7,420.00 530.000 7,420 119 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 17.0000 8,670.00 597.000 10,149 (WARRANTY) 120 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 29.0000 899.00 31.000 899 (WARRANTY) (BROKEN 17-7) 121 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.0000 3,710.00 484.000 3,388 (WARRANTY) (BROKEN 36-12) 122 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 29.0000 2,784.00 127.000 3,683 (WARRANTY) 123 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 124 LOCATING AND MAPPING UNDERGROUND LS 12,000.0000 12,000.00 1.000 12,000 FACILITIES 125 MODIFYING LIGHTING SYSTEMS LS 435,000.0000 435,000.00 1.000 435,000 PROGRAM CAS145 PAGE 6 DATE 01/30/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H2704 TIME 02:50 PM ESTIMATE NO. 019 BID OPENING 09/30/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/23 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 01/30/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 6,276,270.05 ADJUSTMENT OF COMPENSATION 0.00 466,465.84 EXTRA WORK 0.00 797,028.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 7,539,764.54 126 MOBILIZATION LS 720,000.0000 720,000.00 1.000 720,000 ORIGINAL CONTRACT AMOUNT 7,263,699.75 TOTAL WORK COMPLETED 0.00 8,259,764.54 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -745,960.50 TOTAL 10,000.00 7,513,804.04 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/12/21 120 02/23/22 02/28/22 06/09/23 274 49 54 0 100% 100% SELVENDRAN MANOHARAN RESIDENT ENGINEER