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 03/24/23 EST. NO. 013 TIME 11:33 AM 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 --------------------------------------------------------------------------- 001 0011 11,168.80 E.W. @ F.A.(+) 101722 N 0363.1 0012 4,472.58 110722 N 0368.0 0014 16,936.95 021523 N 0387.0 0015 750.89 021623 N 0388.0 0016 1,642.93 101722 N 0389.0 004 0001 32,827.30 E.W. @ F.A.(+) 031523 N 0391.0 010 0001 1,989.00 E.W. @ F.A.(+) 021023 N 0372.0 0002 531.65 020823 N 0373.0 70,320.10 TOTAL THIS ESTIMATE 359,856.58 TOTAL PREVIOUS ESTIMATE 430,176.68 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 03/24/23 EST. NO. 013 TIME 11:33 AM 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 0.00 -7,710.50 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 0.00 -20,000.00 LIQUIDATED DAMAGES EXPIRED WORKING DAYS -102,000.00 011 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 -130,000.00 -738,250.00 TOTAL DEDUCTIONS -130,000.00 -765,960.50 PROGRAM CAS145 PAGE 1 DATE 03/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H2704 TIME 11:33 AM ESTIMATE NO. 013 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 03/20/23 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 03/24/23 LOCATION RERUN PROGRESS 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 0.990 1,188 003 TIME-RELATED OVERHEAD (LS) LS 400,000.0000 400,000.00 0.990 396,000 004 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 0.500 5,000 007 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.990 99,000 008 TYPE III BARRICADE EA 80.0000 800.00 8.000 640 009 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 0.990 9,900 SYSTEM 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.990 19,800 014 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 0.990 59,400 018 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 4.000 2,000.00 19.000 9,500 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 150.0000 3,900.00 12.000 1,800 021 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 022 MOVE-IN/MOVE-OUT EA 1,500.0000 6,000.00 3.000 4,500 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 03/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H2704 TIME 11:33 AM ESTIMATE NO. 013 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 03/20/23 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 03/24/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,420.00 622.000 622.00 1,082.000 1,082 025 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 3,000.00 515.000 1,545.00 1,715.000 5,145 028 TEMPORARY GRAVEL BAG BERM LF 3.0000 1,350.00 2,286.000 6,858.00 2,286.000 6,858 029 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 0.000 0 030 TEMPORARY CONSTRUCTION ROADWAY SQYD 1.5000 3,450.00 0.000 0 031 STREET SWEEPING LS 12,000.0000 12,000.00 0.990 11,880 032 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.720 7,200 033 TREATED WOOD WASTE LB 0.1500 5,820.00 16,416.000 2,462 034 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 0.800 2,000 037 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 0.000 0 041 COMPOST (CY) CY 200.0000 48,000.00 0.000 0 042 FINISHING ROADWAY LS 8,000.0000 8,000.00 0.000 0 043 CLASS 2 AGGREGATE BASE (CY) CY 120.0000 36,000.00 168.000 20,160 044 HOT MIX ASPHALT (TYPE A) TON 164.0000 354,240.00 606.100 99,400 045 MINOR HOT MIX ASPHALT TON 110.0000 99.00 0.000 0 046 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 0.000 0 048 TACK COAT TON 1,800.0000 720.00 0.000 0 049 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 5,020.00 3,003.000 6,006 PROGRAM CAS145 PAGE 3 DATE 03/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H2704 TIME 11:33 AM ESTIMATE NO. 013 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 03/20/23 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 03/24/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 528,000.00 415.780 415,780 (TYPE R) 061 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 9,300.00 3.070 9,210 (F) 062 PAVING NOTCH EXTENSION CF 70.0000 22,120.00 214.580 15,020 063 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 0.000 0 065 BONDED JOINT SEAL (MR 1/2") LF 90.0000 28,890.00 0.000 0 066 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 0.000 0 070 FURNISH POLYESTER CONCRETE OVERLAY CF 89.0000 231,400.00 0.000 0 071 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.0000 157,116.00 0.000 0 (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 0.000 0 075 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 03/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H2704 TIME 11:33 AM ESTIMATE NO. 013 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 03/20/23 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 03/24/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 084 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 1,890.00 0.000 0 085 MILEPOST MARKER EA 91.0000 728.00 0.000 0 086 REMOVE ROADSIDE SIGN EA 112.0000 112.00 0.000 0 087 REMOVE ROADSIDE SIGN EA 57.0000 912.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 2,080.00 0.000 0 (0.063"-UNFRAMED) 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 2,376.00 0.000 0 (0.080"-UNFRAMED) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 36.0000 900.00 0.000 0 (0.063"-FRAMED) 091 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 1,360.00 0.000 0 METHOD) 092 INSTALL SIGN BARRIER MOUNTED EA 1,300.0000 1,300.00 0.000 0 093 INSTALL ROADSIDE SIGN PANEL ON EA 170.0000 170.00 0.000 0 EXISTING POST 094 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 43,750.00 973.000 34,055.00 973.000 34,055 095 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 44.0000 84,920.00 990.000 43,560.00 990.000 43,560 096 VEGETATION CONTROL (MINOR CONCRETE) SQYD 52.0000 42,120.00 0.000 0 097 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 45.0000 14,850.00 0.000 0 098 TRANSITION RAILING (TYPE WB-31) EA 5,200.0000 26,000.00 4.000 20,800.00 4.000 20,800 099 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 4,500.00 4.000 3,600.00 4.000 3,600 100 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,400.0000 13,200.00 3.000 13,200.00 3.000 13,200 101 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 03/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H2704 TIME 11:33 AM ESTIMATE NO. 013 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 03/20/23 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 03/24/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,963.000 27,482.00 3,787.000 53,018 105 SALVAGE METAL BRIDGE RAILING LF 53.0000 51,993.00 490.000 25,970 106 REMOVE CONCRETE BARRIER LF 174.0000 7,830.00 45.000 7,830 107 CONCRETE BARRIER (TYPE 842R MODIFIED) LF 250.0000 155,750.00 606.000 151,500 (F) 108 THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 150.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 370.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 110 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 111 4" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 840.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 112 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,960.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 113 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 5,850.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 114 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 1,260.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 115 12" THERMOPLASTIC TRAFFIC STRIPE LF 8.0000 3,120.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 116 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 10,150.00 2,766.000 6,915 (WATER BLASTING) 117 12" RUMBLE STRIP STA 335.0000 3,685.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 118 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 14.0000 7,420.00 0.000 0 119 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 17.0000 8,670.00 0.000 0 (WARRANTY) 120 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 29.0000 899.00 0.000 0 (WARRANTY) (BROKEN 17-7) 121 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 7.0000 3,710.00 0.000 0 (WARRANTY) (BROKEN 36-12) 122 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 29.0000 2,784.00 0.000 0 (WARRANTY) 123 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.750 3,750 SYSTEM ELEMENTS DURING CONSTRUCTION 124 LOCATING AND MAPPING UNDERGROUND LS 12,000.0000 12,000.00 0.750 9,000 FACILITIES 125 MODIFYING LIGHTING SYSTEMS LS 435,000.0000 435,000.00 0.870 378,450 PROGRAM CAS145 PAGE 6 DATE 03/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H2704 TIME 11:33 AM ESTIMATE NO. 013 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 03/20/23 R.E. NAME: SELVENDRAN MANOHARAN DATE OF THIS ESTIMATE 03/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 153,722.00 5,191,790.60 ADJUSTMENT OF COMPENSATION 0.00 315,741.60 EXTRA WORK 70,320.10 114,435.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 224,042.10 5,621,967.28 126 MOBILIZATION LS 720,000.0000 720,000.00 1.000 720,000 ORIGINAL CONTRACT AMOUNT 7,263,699.75 TOTAL WORK COMPLETED 224,042.10 6,341,967.28 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -130,000.00 -765,960.50 TOTAL 94,042.10 5,576,006.78 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 11/12/21 120 02/23/22 02/28/22 04/28/23 221 44 21 0 80% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU RE REQUEST SELVENDRAN MANOHARAN RESIDENT ENGINEER