A PRESENTATION OF ONTHLY QUALITY REPORTMQR APR-2024.pptx

MONTHLY QUALITY REPORT

1. MONTHLY QUALITY REPORT – APRIL-2024 PRAGATI INFRA SOLUTION PVT LTD NCR BIG BOX PATLI

2. TABLE OF CONTENTS S.No. Description Page 1 PROJECT OVERVIEW 3 2 CONTROL CHART 4-7 3 MATERIAL INSPECTION RECORD 8-15 4 CONCRETE DETAIL 16-19 5 CALIBRATION LOG 20-22 6 APPROVED METHOD STATMENTS 23-25 7 MATERIAL SUBMITTAL FOR APROVAL 26 8 CONCRETE CUBE COMPRESSIVE STRENGTH DETAIL 27-58 9 STEEL RECEIPT RECORD 59 10 ROLLING MARGIN 60 11 OBSRVATION & NCN DETAIL 61 12 GOOD PRACTICES 62-64 13 TRAINING/MEETING & PEP TALK 65-66

3. Project Team Name Client Instakart Service Pvt Ltd Project Management Consultancy Colliers India Pvt. Ltd. Architect Consultant P C Designs Structural Consultant P C Designs Main Civil Contractor Pragati Infra Solution Pvt Ltd PROJECT NAME NCR BIG BOX PATLI GURGAON PROJECT OVERVIEW

4. CONTROL CHART Sr. No Description For APRIL-2024 Cumulative status Sr. No No. of tests required as per approved ITP No. of tests done Pass No. of tests Pass Reject THIRD PARTY TEST 1 CONCRETE CUBE - COMPRESSIVE STRENGTH TEST (ACT) 03 03 2 STEEL – PHYSICAL AND CHEMICAL TEST 7 7 7 89 89 3 Drinking Water 03 03 4 Cement 3 3 3 19 19 5 AAC Block 01 01 6 Cover Block 06 06 7 WMM 02 02 8 GSB 02 02 9 C C Block 02 02 10 SOIL 02 02

5. CONTROL CHART Sr. No Description For APRIL-2024 Cumulative status Sr. No No. of tests required as per approved ITP No. of tests done Pass No. of tests Pass Reject THIRD PARTY TEST 11 KERB STONE 01 01 12 PAVER VLOCK 01 01 01 01 01 13 Construction Water 02 02 14 STP Water 01 01 15 Design Mix (Concrete) 15 15 16 Design Mix bitumen ( BC & DBM ) 02 02 COMMULATIVE TPI DETAIL 11 11 11 151 150 01

6. CONTROL CHART Sr. No Description For APRIL-2024 Cumulative status Sr. No Description No. of tests required as per approved ITP No. of tests done Pass No. of tests Pass Reject IN HOUSE TEST 1 CONCRETE CUBE – 28 DAY’S COMPRESSIVE STRENGTH 134 134 134 1188 1188 2 SLUMP TEST 427 427 427 3241 3241 3 CONCRETE CUBE – 07 DAY’S COMPRESSIVE STRENGTH 51 51 51 757 757 4 SOIL COMPACTION TEST 137 137 131 691 668 23 5 GSB COMPACTION TEST 40 39 01 6 WMM COMPACTION TEST 27 24 03 7 ROLLING MARGIN 7 7 7 72 72 8 Fly ash Bricks 2 02 2 75 73 02 9 Cement 11 11 11 94 94 10 RCC Pipe 11 MS Materials 03 03 12 Paver block & Kerb Stone 03 03 03 25 25

7. CONTROL CHART Sr. No Description For APRIL-2024 Cumulative status Sr. No Description No. of tests required as per approved ITP No. of tests done Pass No. of tests Pass Reject 13 Aggregate (20 MM) 13 13 13 127 122 05 14 Aggregate (10 MM) 23 23 22 131 126 05 15 M Sand 15 15 15 183 178 05 16 Fly ash 09 09 09 60 59 01 17 Reinforcement 04 04 04 36 36 18 Mislenius Items 03 03 03 42 42 COMMULATIVE IN HOUSE INSPECTION RECORD 839 839 832 6792 6747 45

8. MATERIAL INSPECTION RECORD MATERIAL INSPECTION RECORD S.No. Description Date Qty. Remarks 1 10MM 01.04.2024 138.96MT OM Infratech 2 10MM 02.04.2024 58.68MT Yaduvansi enterprises 3 PLYWOOD 02.04.2024 2400 SFT DNTT 4 PINEWOOD 02.04.2024 160.42 CFT DNTT 5 CEMENT OPC 53 03.04.2024 40.74MT ULTRATECH 6 10MM 04.04.2024 39.64 MT Yaduvansi enterprises 7 10MM 04.04.2024 40.12MT SS Enterprises 8 Paver block 04.04.2024 2600 N os Pavers India company 9 FLY ASH 04.04.2024 44.16 MT RS GROUP 10 CEMENT OPC 53 05.04.2024 79.86 MT ULTRATECH 11 FLY ASH 07.04.2024 43.54MT RS GROUP

9. MATERIAL INSPECTION RECORD MATERIAL INSPECTION RECORD S.No. Description Date Qty. Remarks 12 10MM 08.04.2024 40.17MT Yaduvansi Enterprises 13 FLY ASH 08.04.2024 36.50MT RS GROUP 14 PAVERS TILES 08.04.2024 2600 Nos Paver India Com. 15 M-SAND 09.04..2024 42.02MT SS Enterprises 16 10MM 09.04.2024 40.40MT Yaduvansi Enterprises 17 CEMENT OPC 53 09.04.2024 80.06 MT ULTRATECH 18 10MM 11.04.2024 39.91 MT Yaduvansi Enterprises 19 PAVERS TILES 11.04.2024 2600 Nos Paver India Com. 20 M SAND 11.04.2024 84.46 MT SS Enterprises 21 M sand 12.04.2024 82.08 MT SS Enterprises

10. MATERIAL INSPECTION RECORD MATERIAL INSPECTION RECORD S.No. Description Date Qty. Remarks 22 20MM 12.04.2024 39.73 MT Yaduvansi enterprises 23 10MM 12.04.2024 40.20 MT Yaduvansi enterprises 24 CEMENT OPC 53 12.04.2024 79.36 MT ULTRATECH 25 20MM 13.04.2024 78.97 MT Yaduvansi enterprises 26 10MM 14.04.2024 55.14 MT OM Infratech 27 20MM 14.04.2024 136.94 MT OM INFRATECH 28 M SAND 14.04.2024 81.78 MT SS Enterprises 29 10MM 15.04.2024 191.97 MT OM INFRATECH 30 20MM 15.04.2024 116.78 MT OM INFRATECH 31 FLY ASH 15.04.2024 44.0 MT ASH TECH 32 TMT BARS 15.04.2024 38.4MT KGPL GROUP 33 CEMENT OPC 53 15.04.2024 39.96MT ULTRATECH

11. MATERIAL INSPECTION RECORD MATERIAL INSPECTION RECORD S.No. Description Date Qty. Remarks 34 M SAND 15.04.2024 124.64 MT SS Enterprises 35 M SAND 16.04.2024 38.37 MT SS Enterprises 36 10MM 16.04.2024 61.81 MT OM INFRATECH 37 20MM 16.04.2024 70.47 MT OM INFRATECH 38 FOSROC AURAMIX 400 16.04.2024 10000 AAHNA INFRA PRAJECTS 39 20MM 17.04.2024 123.57 OM INFRATECH 40 20MM 18.04.2024 40.08 Yaduvansi enterprises 41 10MM 18.04.2024 79.84 Yaduvansi enterprises 42 FLY ASH 18.04.2024 40.0 MT ASH TECH 43 COVER BLOCK 19.04.2024 4050 Nos PANDIT SAFETY

12. MATERIAL INSPECTION RECORD MATERIAL INSPECTION RECORD S.No. Description Date Qty. Remarks 44 10MM 19.04.2024 119.22 MT Yaduvansi enterprises 45 TMT BARS 19.04.2024 35.28 MT KHANDELWAL GROUP 46 10MM 20.04.2024 116.55 MT OM INFRATECH 47 10MM 20.04.2024 123.11 MT Yaduvansi enterprises 48 M SAND 20.04.2024 123.28 MT SS ENTERPRISES 49 TMT BARS 20.04.2024 31.58 MT KGPL GROUP 50 20MM 21.04.2024 122.52 MT OM INFRATECH 51 20MM 21.04.2024 80.18 MT Yaduvansi enterprises 52 M SAND 21.04.2024 83.54 MT SS ENTERPRISES 53 10MM 21.04.2024 39.94 MT Yaduvansi enterprises 54 FLY ASH BRICKS 21.04.2024 6000NOS NKD & COM.

13. MATERIAL INSPECTION RECORD MATERIAL INSPECTION RECORD S.No. Description Date Qty. Remarks 55 M SAND 22.04.2024 41.67 MT SS ENTERPRISES 56 20MM 22.04.2024 59.35 MT OM INFRATECH 57 CEMENT OPC 53 22.04.2024 84.17 MT NUVOCO OPC - 53 58 10MM 22.04.2024 121.97 MT Yaduvansi Enterprises 59 10MM 22.04.2024 55.06 MT OM INFRATECH 60 FLY ASH BRICKS 22.04.2024 6000Nos NKD & CO. 61 CEMENT OPC 53 23.04.2024 42.44 MT NUVOCO OPC - 53 62 FLY ASH 23.04.2024 42.74 MT ASH TECH 63 M SAND 23.04.2024 80.46 MT SS Enterprises 64 TMT BARS 23.04.2024 37.35 MT KGPL GROUP 65 10MM 23.04.2024 119.45 MT Yaduvansi Enterprises 66 10MM 23.04.2024 120.01 MT OM INFRATECH

14. MATERIAL INSPECTION RECORD MATERIAL INSPECTION RECORD S.No. Description Date Qty. Remarks 67 20MM 23.04.2024 117.11 MT OM INFRATECH 68 FLY ASH 23.04.2024 45.00 MT ASHTECH 69 10MM 24.04.2024 143.4 MT Yaduvansi Enterprises 70 M SAND 24.04.2024 40.705 MT BABA BMS 71 M SAND 24.04.2024 39.34 MT Yaduvansi Enterprises 72 CEMENT OPC 53 24.04.2024 42.36 MT NUVOCO OPC - 53 73 10MM 25.04.2024 79.49 MT Yaduvansi Enterprises 74 M SAND 25.04.2024 40.06 MT Yaduvansi Enterprises 75 10MM 26.04.2024 119.29 MT Yaduvansi Enterprises 76 M SAND 26.04.2024 40.36 MT BABA BMS 77 M SAND 27.04.2024 124.1 MT SS Enterprises 78 20MM 27.04.2024 39.76 MT BABA BMS 79 FLY ASH 27.04.2024 42.50 MT ASHTECH

15. MATERIAL INSPECTION RECORD MATERIAL INSPECTION RECORD S.No. Description Date Qty. Remarks 80 CEMENT 27.04.2024 380 BAGS NUVOCO PPC 81 CEMENT OPC 53 28.04.2024 42.36MT NUVOCO OPC - 53 82 M SAND 28.04.2024 79.29MT SS Enterprises 83 SHUTTERING OIL 30.04.2024 600LTR JMD SALES 84 M SAND 30.04.2024 42.40MT SS Enterprises 85 M SAND 30.04.2024 80.74 MT SS Enterprises 86 CEMENT OPC 53 30.04.2024 81.32MT NUVOCO OPC - 53

16. CONCRETE DETAILS – APRIL- 2024 S. No. Date M7.5 M25 M30 M40 1 01.04.2024 8.5 103 2 02.04.2024 5.5 104.5 3 03.04.2024 9.5 111 4 04.04.2024 106 5 05.04.2024 13 107 6 06.04.2024 8.5 50 7 07.04.2024 74.5 Total 45 656   G. Total –701.0 Cum

17. CONCRETE DETAILS – APRIL- 2024 S. No. Date M7.5 M25 M30 M40 8 08.04.2024 6.5 57 9 09.04.2024 12 98 10 10.04.2024 5.5 137.5 11 11.04.2024 8.5 60.5 12 12.04.2024 19 76 13 13.04.2024 10.5 89.5 14 14.04.2024 10 13.5 Total 72 532   G. Total 604.0 Cum

18. CONCRETE DETAILS – APRIL- 2024 S. No. Date M7.5 M25 M30 M40 15 15.04.2024 14 89 16 16.04.2024 16 90.5 17 17.04.2024 14 101.5 18 18.04.2024 9.5 62.0 19 19.04.2024 7.0 100.5 20 20.04.2024 19 28.0 21 21.04.2024 11.5 Total 91 471.5 G. Total – 562.5 Cum

19. CONCRETE DETAILS – APRIL- 2024 S. No. Date M7.5 M25 M30 M40 22 22.04.2024 9.0 125.5 23 23.04.2024 1.5 91.5 24 24.04.2024 8.5 81 25 25.04.2024 6.5 76 26 26.04.2024 15 132.5 27 27.04.2024 2 91.5 28 28.04.2024 7 53.5 29 29.04.2024 2.5 65 30 30.04.2024 13.0 95.0 Total 65 811 G. Total –876 Cum TOTAL QTY MARCH-2024- 2743.5 CUM COMMULATIVE QTY OF PROJECT – 20209.5 CUM

20. S.No. Equipment Calibration Date Calibration Due Date Agency 1 Compression Testing Machine 12.09.2023 11.09.2024 DRS ENGINEERING 2 A.I.V 31.01.2024 30.01.2025 DRS ENGINEERING 3 Core Cutter dolly hammer 27.10.2023 26.10.2024 DRS ENGINEERING 4 Auto level 20.12.2023 19.12.2024 SOKKIA 5 Hot Plate 31.01.2024 30.01.2025 DRS ENGINEERING 6 Hot Air Oven 31.01.2024 30.01.2025 DRS ENGINEERING 7 Digital Thermometer (Pen Type) 31.01.2024 30.01.2025 DRS ENGINEERING 8 Digital Vernier Caliper 31.01.2024 30.01.2025 DRS ENGINEERING 9 Enamel tray 27.10.2023 26.10.2024 DRS ENGINEERING CALIBRATION LOG

21. S.No. Equipment Calibration Date Calibration Due Date Agency 10 Concrete Slump Cone 31.01.2024 30.01.2025 DRS ENGINEERING 11 Cube Mould (150mmX150mmX150mm) 31.01.2024 30.01.2025 DRS ENGINEERING 12 Rapid Moisture Meter 31.01.2024 30.01.2025 DRS ENGINEERING 13 GI Sieves 53,45,40,26.5,22.4, 20, 16,12.5, 11.2,4.75,2.36, 0.6, 0.075 pan & lid 31.01.2024 30.01.2025 DRS ENGINEERING 14 Brass Sieves, 4.75, 2.36, 1.18, 600, 300, 150, 90, 75, 45, pan & Lid. 31.01.2024 30.01.2025 DRS ENGINEERING 15 Measuring Cylinder Plastic 250 ml 27.10.2023 26.10.2024 DRS ENGINEERING 16 Measuring Cylinder Plastic 500 ml 27.10.2023 26.10.2024 DRS ENGINEERING 17 Total Station 26.06.2023 25.06.2024 DRS ENGINEERING 18 Sand replacement equipment 27.10.2023 26.10.2024 DRS ENGINEERING CALIBRATION LOG

22. S.No. Equipment Calibration Date Calibration Due Date Agency 19 Weight Balance 10 KG 27.10.2023 26.10.2024 DRS ENGINEERING 20 Weight Balance 30 KG 27.10.2023 26.10.2024 DRS ENGINEERING 21 Elongation & Flakiness Gauge 27.10.2023 26.10.2024 DRS ENGINEERING 22 Wire Gauge 27.10.2023 26.10.2024 DRS ENGINEERING 23 TOTAL STATION 26.06.2023 25.06.2024 DRS ENGINEERING CALIBRATION LOG

23. APPROVED METHOD STATMENTS S. NO. WORK METHODOLOGY APPROVED DATE 1 METHOD STATEMENT FOR EXAVATION WORK 29-Aug-22 2 METHOD STATEMENT FOR REINFORCEMENT 29-Aug-22 3 METHOD STATEMENT FOR PCC 29-Aug-22 4 METHOD STATEMENT FOR BRICK/BLOCK WORK 29-Aug-22 5 METHOD STATEMENT FOR FORMWORK 29-Aug-22 6 METHOD STATEMENT FOR PLASTERING 29-Aug-22 7 METHOD STATEMENT FOR RCC 29-Aug-22 8 METHOD STATEMENT FOR BACKFILLING 15-Sep-22 9 METHOD STATEMENT FOR SURVEY WORK 15-Sep-22 10 METHOD STATEMENT FOR BATCHING PLANT INSTALLATION & OPERATION 15-Sep-22

24. APPROVED METHOD STATMENTS S. NO. WORK METHODOLOGY APPROVED DATE 11 METHOD STATEMENT FOR ATT WORK 15-Sep-22 12 METHOD STATEMENT FOR GSB FILLING 10-Dec-22 13 METHOD STATEMENT FOR WMM WORK 16-FEB-23 14 METHOD STATEMENT FOR FUEL FILLING WORK 16-FEB-23 15 METHOD STATEMENT FOR LIFTING & SHIFTING WORK 16-FEB-23 16 METHOD STATEMENT FOR GP2 GROUTING WORK 16-FEB-23 17 METHOD STATEMENT FOR HUME PIPE LAYING 16-FEB-23 18 METHOD STATEMENT FOR RCC REPAIR WORK 22-MAR-23 19 METHOD STATEMENT FOR BARBED & CONCERTINA COIL WORK 22-MAR-23 20 METHOD STATEMENT FOR PVC RUNGS FIXING 22-MAR-23

25. APPROVED METHOD STATMENTS S. NO. WORK METHODOLOGY APPROVED DATE 21 METHOD STATEMENT FOR ROAD ACTIVITY 22-MAR-23 22 METHOD STATEMENT FOR WEEP HOLE COVERING WORK 02-APR-2023 23 METHOD STATEMENT FOR HOT WELDING WORK 02-APR-2023 24 METHOD STATEMENT FOR PRECAST BOUNDARY WALL WORK 30-APR-2023 25 METHOD STATEMENT FOR RECHARGE PIT WORK 30-APR-2023 26 METHOD STATEMENT FOR PATHWAY WORK 14-JUL-2023 27 METHOD STATEMENT FOR BITUMINOUS ROAD WORK 24-AUG-2023 28 METHOD STATEMENT FOR ANCHOR BOLT FIXING WORK 24-NOV-2023 29 METHOD STATEMENT FOR SPEED BREAKER FIXING WORK 06-DEC-2023

26. MATERIAL SUBMITTAL FOR APPROVAL S. NO. MSA APPROVED DATE 1 MSA FOR 20 MM AGGREGATE 20-JUNE-22 2 MSA FOR 10 MM AGGREGATE 20-JUNE-22 3 MSA FOR M SAND 20-JUNE-22 4 MSA FOR FLYASH BRICKS 27-SEP-2022 5 MSA FOR COVER BLOCK JMD SALES 27-SEP-2022 6 MSA FOR COVER BLOCK PANDIT SAFETY 27-SEP-2022 7 MSA FOR CC BLOCK 27-SEP-2022 8 MSA FOR SHUTTERING PLY 27-SEP-2022 9 MSA FOR AAC BLOCK 28-SEP-2022 10 MSA FOR ATT 11-OCT-2022 11 MSA FOR CICO SUPER 20-DEC-2022 12 MSA FOR WATER STOOPER 18- JAN-2023 13 MSA FOR PVC RUGS 15-MAR-2023 14 MSA FOR KERB STONE 07-AUG-2023 15 MSA FOR PAVER BLOCK 15- APRL-2024

27. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 1 BOX-02 Footing & Column casting grid-(5C/B-B1,7/M1,F1,5/A1-B,1/A) 04.03.2024 M25 PISL 110 01.04.2024 30.7 2950 2 BOX-02 Footing & Column casting grid-(5C/B-B1,7/M1,F1,5/A1-B,1/A) 04.03.2024 M25 PISL 125 01.04.2024 30.73 2953 3 BOX-02 Footing & Column casting grid-(5C/B-B1,7/M1,F1,5/A1-B,1/A) 04.03.2024 M25 PISL 115 01.04.2024 29.96 2956 4 BOX-02 Footing & Column casting grid-(5C/B-B1,7/M1,F1,5/A1-B,1/A) 04.03.2024 M25 PISL 110 01.04.2024 30.14 2959 5 BOX-02 Footing & Column casting grid-(5C/B-B1,7/M1,F1,5/A1-B,1/A) 04.03.2024 M25 PISL 125 01.04.2024 31.06 2965 6 BOX-02 Footing & Column casting grid-(1-1'/C3,2/C3/6/F1) 05.03.2024 M25 PISL 115 02.04.2024 29.84 2967

28. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 7 BOX-02 Footing & Column casting grid-(1-1'/C3,2/C3/6/F1) 05.03.2024 M25 PISL 115 02.04.2024 30.57 2969 8 BOX-02 Footing & Column casting grid-(1-1'/C3,2/C3/6/F1) 05.03.2024 M25 PISL 120 02.04.2024 30.75 2972 9 BOX-02 Footing & Column casting grid-(1-1'/C3,2/C3/6/F1) 05.03.2024 M25 PISL 115 02.04.2024 29.5 2975 10 BOX-02 Footing & Column casting grid-(4'/C-C1,5D/H1,7/J,4/E,7/M1-N,7/Q,5D/G1-H) 06.03.2024 M25 PISL 110 03.04.2024 30.96 2978 11 BOX-02 Footing & Column casting grid-(4'/C-C1,5D/H1,7/J,4/E,7/M1-N,7/Q,5D/G1-H) 06.03.2024 M25 PISL 120 03.04.2024 31.43 2982 12 BOX-02 Footing & Column casting grid-(4'/C-C1,5D/H1,7/J,4/E,7/M1-N,7/Q,5D/G1-H) 06.03.2024 M25 PISL 120 03.04.2024 30.8 2986

29. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 13 BOX-02 Footing & Column casting grid-(4'/C-C1,5D/H1,7/J,4/E,7/M1-N,7/Q,5D/G1-H) 06.03.2024 M25 PISL 120 03.04.2025 31.12 2989 14 BOX-02 Footing & Column casting grid-(4'/C-C1,5D/H1,7/J,4/E,7/M1-N,7/Q,5D/G1-H) 06.03.2024 M25 PISL 110 03.04.2024 30.55 2996 15 BOX-02 Footing & Column casting grid-(6/F-F1,7/F1) 07.03.2024 M25 PISL 115 04.04.2024 31.24 2998 16 BOX-02 Footing & Column casting grid-(6/F-F1,7/F1) 07.03.2024 M25 PISL 128 04.04.2024 30.96 3000 17 BOX-02 Footing & Column casting grid-(6/F-F1,7/F1) 07.03.2024 M25 PISL 135 04.04.2024 31.46 3003 18 BOX-02 Footing & Column casting grid-(6/F-F1,7/F1) 07.03.2024 M25 PISL 110 04.04.2024 31.23 3006

30. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 19 BOX-02 Footing & Column casting grid-(2/D,E) 08.03.2024 M25 PISL 130 05.04.2024 31.13 3011 20 BOX-02 Footing & Column casting grid-(2/D,E) 08.03.2024 M25 PISL 120 05.04.2024 30.38 3013 21 BOX-02 Footing & Column casting grid-(2/D,E) 08.03.2024 M25 PISL 125 05.04.2024 30.63 3015 22 BOX-02 Footing & Column casting grid-(2/D,E) 08.03.2024 M25 PISL 115 05.04.2024 30.75 3018 23 BOX-02 Footing & Column casting grid-(1/F1,2/F1,2C-3(A1-B),A/F1,2/F,3/A1) 09.03.2024 M25 PISL 120 06.04.2024 30.8 3019 24 BOX-02 Footing & Column casting grid-(1/F1,2/F1,2C-3(A1-B),A/F1,2/F,3/A1) 09.03.2024 M25 PISL 110 06.04.2024 30.59 3020

31. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 25 BOX-02 Footing & Column casting grid-(1/F1,2/F1,2C-3(A1-B),A/F1,2/F,3/A1) 09.03.2024 M25 PISL 115 06.04.2024 30.72 3023 26 BOX-02 Footing & Column casting grid-(1/F1,2/F1,2C-3(A1-B),A/F1,2/F,3/A1) 09.03.2024 M25 PISL 110 06.04.2024 30.62 3029 27 BOX-02 Footing & Column casting grid-(1/H1-J,5/A1) 10.03.2024 M25 PISL 110 07.04.2024 31.89 3031 28 BOX-02 Footing & Column casting grid-(1/H1-J,5/A1) 10.03.2024 M25 PISL 120 07.04.2024 31.9 3033 29 BOX-02 Footing & Column casting grid-(1/H1-J,5/A1) 10.03.2024 M25 PISL 110 07.04.2024 31.02 3035 30 BOX-02 Footing & Column casting grid-(1/H1-J,5/A1) 10.03.2024 M25 PISL 115 07.04.2024 30.56 3036

32. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 31 BOX-02 Footing & Column casting grid-(2B/Z2,Z3,3/A) 11.03.2024 M25 PISL 115 08.04.2024 30.27 3037 32 BOX-02 Footing & Column casting grid-(2B/Z2,Z3,3/A) 11.03.2024 M25 PISL 125 08.04.2024 31.55 3039 33 BOX-02 Footing & Column casting grid-(2B/Z2,Z3,3/A) 11.03.2024 M25 PISL 110 08.04.2024 31.24 3041 34 BOX-02 Footing & Column casting grid-(2B/Z2,Z3,3/A) 11.03.2024 M25 PISL 120 08.04.2024 30.56 3048 35 BOX-02 Footing & Column casting grid-(A/1,7/F-F1,Z1,Z2,6/F) 12.03.2024 M25 PISL 135 09.04.2024 31.66 3054 36 BOX-02 Footing & Column casting grid-(A/1,7/F-F1,Z1,Z2,6/F) 12.03.2024 M25 PISL 130 09.04.2024 31.04 3060

33. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 37 BOX-02 Footing & Column casting grid-(A/1,7/F-F1,Z1,Z2,6/F) 12.03.2024 M25 PISL 130 09.04.2024 30.94 3063 38 BOX-02 Footing & Column casting grid-(A/1,7/F-F1,Z1,Z2,6/F) 12.03.2024 M25 PISL 130 09.04.2024 31.27 3065 39 BOX-02 Footing & Column casting grid-(A/1,7/F-F1,Z1,Z2,6/F) 12.03.2024 M25 PISL 125 09.04.2024 31.02 3069 40 BOX-02 Footing & Column casting grid-(7/H1,J,7/TU,1/M,5/A1) 13.03.2024 M25 PISL 130 10.04.2024 31.48 3072 41 BOX-02 Footing & Column casting grid-(7/H1,J,7/TU,1/M,5/A1) 13.03.2024 M25 PISL 125 10.04.2024 31.24 3074 42 BOX-02 Footing & Column casting grid-(7/H1,J,7/TU,1/M,5/A1) 13.03.2024 M25 PISL 105 10.04.2024 31.94 3080

34. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 43 BOX-02 Footing & Column casting grid-(7/H1,J,7/TU,1/M,5/A1) 13.03.2024 M25 PISL 115 10.04.2024 31.14 3087 44 BOX-02 Footing & Column casting grid-(6/KL-L1,6/P,P1,Q,Q1,7/J1-M,KL& L1) 14.03.2024 M25 PISL 125 11.04.2024 31.89 3094 45 BOX-02 Footing & Column casting grid-(6/KL-L1,6/P,P1,Q,Q1,7/J1-M,KL& L1) 14.03.2024 M25 PISL 130 11.04.2024 30.46 3095 46 BOX-02 Footing & Column casting grid-(6/KL-L1,6/P,P1,Q,Q1,7/J1-M,KL& L1) 14.03.2024 M25 PISL 115 11.04.2024 30.22 3105 47 BOX-02 Footing & Column casting grid-(6/KL-L1,6/P,P1,Q,Q1,7/J1-M,KL& L1) 14.03.2024 M25 PISL 125 11.04.2024 30.07 3112 48 BOX-02 Footing & Column casting grid-(6/KL-L1,6/P,P1,Q,Q1,7/J1-M,KL& L1) 14.03.2024 M25 PISL 115 11.04.2024 30.77 3114 49 BOX-02 Footing & Column casting grid-(6/KL-L1,6/P,P1,Q,Q1,7/J1-M,KL& L1) 14.03.2024 M25 PISL 110 11.04.2024 30.6 3115

35. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 50 BOX-02 Footing & Column casting grid-(6/KL-L1,6/P,P1,Q,Q1,7/J1-M,KL& L1) 14.03.2024 M25 PISL 110 11.04.2024 31.07 3120 51 BOX-02 Footing & Column casting grid-(6/L1,N,M1,7/TU-U1,7/W1-X,2/M,1/Q1) 15.03.2024 M25 PISL 120 12.04.2024 31.73 3123 52 BOX-02 Footing & Column casting grid-(6/L1,N,M1,7/TU-U1,7/W1-X,2/M,1/Q1) 15.03.2024 M25 PISL 125 12.04.2024 31.48 3124 53 BOX-02 Footing & Column casting grid-(6/L1,N,M1,7/TU-U1,7/W1-X,2/M,1/Q1) 15.03.2024 M25 PISL 120 12.04.2024 31.99 3128 54 BOX-02 Footing & Column casting grid-(6/L1,N,M1,7/TU-U1,7/W1-X,2/M,1/Q1) 15.03.2024 M25 PISL 130 12.04.2024 31.81 3130 55 BOX-02 Footing & Column casting grid-(6/L1,N,M1,7/TU-U1,7/W1-X,2/M,1/Q1) 15.03.2024 M25 PISL 120 12.04.2024 31.8 3134

36. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 56 BOX-02 Footing & Column casting grid-(6/L1,N,M1,7/TU-U1,7/W1-X,2/M,1/Q1) 15.03.2024 M25 PISL 125 12.04.2024 31.88 3137 57 BOX-02 Footing & Column casting grid-(6/L1,N,M1,7/TU-U1,7/W1-X,2/M,1/Q1) 15.03.2024 M25 PISL 125 12.04.2024 31.39 3141 58 BOX-02 Footing & Column casting grid-4/R,R1,S,TU 16.03.2024 M25 PISL 105 13.04.2024 31.35 3142 59 BOX-02 Footing & Column casting grid-4/R,R1,S,TU 16.03.2024 M25 PISL 125 13.04.2024 30.41 3143 60 BOX-02 Footing & Column casting grid-4/R,R1,S,TU 16.03.2024 M25 PISL 120 13.04.2024 30.81 3144 61 BOX-02 Footing & Column casting grid-4/R,R1,S,TU 16.03.2024 M25 PISL 120 13.04.2024 31.55 3147

37. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 62 BOX-02 Footing & Column casting grid-(6/N,P,7/TU,W,Z3,Z4,2/M1,N,N1,1F-G,1/F,F1) 17.03.2024 M25 PISL 120 14.04.2024 31.89 3159 63 BOX-02 Footing & Column casting grid-(6/N,P,7/TU,W,Z3,Z4,2/M1,N,N1,1F-G,1/F,F1) 17.03.2024 M25 PISL 110 14.04.2024 31.2 3160 64 BOX-02 Footing & Column casting grid-(6/N,P,7/TU,W,Z3,Z4,2/M1,N,N1,1F-G,1/F,F1) 17.03.2024 M25 PISL 115 14.04.2024 30.61 3161 65 BOX-02 Footing & Column casting grid-(6/N,P,7/TU,W,Z3,Z4,2/M1,N,N1,1F-G,1/F,F1) 17.03.2024 M25 PISL 130 14.04.2024 30.89 3167 66 BOX-02 Footing & Column casting grid-(6/N,P,7/TU,W,Z3,Z4,2/M1,N,N1,1F-G,1/F,F1) 17.03.2024 M25 PISL 105 14.04.2024 30.44 3170

38. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 67 BOX-02 Footing & Column casting grid-(6/N,P,7/TU,W,Z3,Z4,2/M1,N,N1,1F-G,1/F,F1) 17.03.2024 M25 PISL 115 14.04.2024 30.39 3174 68 BOX-02 Footing & Column casting grid-(6/N,P,7/TU,W,Z3,Z4,2/M1,N,N1,1F-G,1/F,F1) 17.03.2024 M25 PISL 110 14.04.2024 31.58 3183 69 BOX-02 Footing & Column casting grid-(6,P1,Q,1/H,J6/R,R1,2/L1,P,2A/L1,M1,7/Q,Q1) 18.03.2024 M25 PISL 105 15.04.2024 30.74 3184 70 BOX-02 Footing & Column casting grid-(6,P1,Q,1/H,J6/R,R1,2/L1,P,2A/L1,M1,7/Q,Q1) 18.03.2024 M25 PISL 110 15.04.2024 30.44 3185 71 BOX-02 Footing & Column casting grid-(6,P1,Q,1/H,J6/R,R1,2/L1,P,2A/L1,M1,7/Q,Q1) 18.03.2024 M25 PISL 125 15.04.2024 31.18 3187 72 BOX-02 Footing & Column casting grid-(6,P1,Q,1/H,J6/R,R1,2/L1,P,2A/L1,M1,7/Q,Q1) 18.03.2024 M25 PISL 125 15.04.2024 31.53 3192

39. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 73 BOX-02 Footing & Column casting grid-(6,P1,Q,1/H,J6/R,R1,2/L1,P,2A/L1,M1,7/Q,Q1) 18.03.2024 M25 PISL 120 15.04.2024 31.58 3197 74 BOX-02 Footing & Column casting grid-(6,P1,Q,1/H,J6/R,R1,2/L1,P,2A/L1,M1,7/Q,Q1) 18.03.2024 M25 PISL 120 15.04.2024 30.90 3203 75 BOX 2 FOOTING COLUMN AND PLINTH BEAM(2B/Z4,2/P1,S,1/J1-KL) 19.03.2024 M25 PISL 120 16.04.2024 31.53 3206 76 BOX 2 FOOTING COLUMN AND PLINTH BEAM(2B/Z4,2/P1,S,1/J1-KL) 19.03.2024 M25 PISL 100 16.04.2024 30.47 3208 77 BOX 2 FOOTING COLUMN AND PLINTH BEAM(2B/Z4,2/P1,S,1/J1-KL) 19.03.2024 M25 PISL 115 16.04.2024 31.51 3212 78 BOX 2 FOOTING COLUMN AND PLINTH BEAM(2B/Z4,2/P1,S,1/J1-KL) 19.03.2024 M25 PISL 120 16.04.2024 31.05 3217 79 BOX 2 FOOTING COLUMN AND PLINTH BEAM(2B/Z4,2/P1,S,1/J1-KL) 19.03.2024 M25 PISL 115 16.04.2024 30.15 3219

40. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 80 BOX 2 FOOTING COLUMN AND PLINTH BEAM(2B/Z4,2/P1,S,1/J1-KL) 19.03.2024 M25 PISL 100 16.04.2024 30.62 3224 81 BOX 2 FOOTING COLUMN AND PLINTH BEAM(2/Q,Q1,1/Q-Q1,2/P1,S,2B/Z4,4/S) 20.03.2024 M25 PISL 110 17.04.2024 30.44 3225 82 BOX 2 FOOTING COLUMN AND PLINTH BEAM(2/Q,Q1,1/Q-Q1,2/P1,S,2B/Z4,4/S) 20.03.2024 M25 PISL 125 17.04.2024 30.47 3226 83 BOX 2 FOOTING COLUMN AND PLINTH BEAM(2/Q,Q1,1/Q-Q1,2/P1,S,2B/Z4,4/S) 20.03.2024 M25 PISL 120 17.04.2024 31.57 3229 84 BOX 2 FOOTING COLUMN AND PLINTH BEAM(2/Q,Q1,1/Q-Q1,2/P1,S,2B/Z4,4/S) 20.03.2024 M25 PISL 100 17.04.2024 30.86 3231 85 BOX 2 FOOTING COLUMN AND PLINTH BEAM(2/Q,Q1,1/Q-Q1,2/P1,S,2B/Z4,4/S) 20.03.2024 M25 PISL 100 17.04.2024 30.4 3234 86 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/L1,2/R,R1,S1,TU,7/M1,N,TU,W1,6/R1,2'/L1) 21.03.2024 M25 PISL 125 18.04.2024 31.32 3235

41. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 87 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/L1,2/R,R1,S1,TU,7/M1,N,TU,W1,6/R1,2'/L1) 21.03.2024 M25 PISL 110 18.04.2024 31.58 3236 88 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/L1,2/R,R1,S1,TU,7/M1,N,TU,W1,6/R1,2'/L1) 21.03.2024 M25 PISL 105 18.04.2024 30.68 3238 89 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/L1,2/R,R1,S1,TU,7/M1,N,) 21.03.2024 M25 PISL 125 18.04.2024 31.11 3241 90 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/L1,2/R,R1,S1,TU,7/M1,N,TU,W1,6/R1,2'/L1) 21.03.2024 M25 PISL 105 18.04.2024 31.69 3249 91 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/L1,2/R,R1,S1,TU,7/M1,N,TU,W1,6/R1,2'/L1) 21.03.2024 M25 PISL 120 18.04.2024 30.71 3256 92 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/L1,2/R,R1,S1,TU,7/M1,N,TU,W1,6/R1,2'/L1) 21.03.2024 M25 PISL 100 18.04.2024 31.98 3261

42. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength ( N/ Sqm ) Invoice No. 93 BOX 2 FOOTING COLUMN AND PLINTH BEAM(3/TU,7/H1-J1,6/KL-L1,7/H1-J1) 22.03.2024 M25 PISL 120 19.04.2024 31.59 3264 94 BOX 2 FOOTING COLUMN AND PLINTH BEAM(3/TU,7/H1-J1,6/KL-L1,7/H1-J1) 22.03.2024 M25 PISL 125 19.04.2024 31.85 3265 95 BOX 2 FOOTING COLUMN AND PLINTH BEAM(3/TU,7/H1-J1,6/KL-L1,7/H1-J1) 22.03.2024 M25 PISL 125 19.04.2024 30.92 3271 96 BOX 2 FOOTING COLUMN AND PLINTH BEAM(3/TU,7/H1-J1,6/KL-L1,7/H1-J1) 22.03.2024 M25 PISL 110 19.04.2024 31.42 3274 97 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/S,S1,1/M1-N,3/TU,6/S,S1) 23.03.2024 M25 PISL 115 20.04.2024 30.73 3276 98 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/S,S1,1/M1-N,3/TU,6/S,S1) 23.03.2024 M25 PISL 125 20.04.2024 30.77 3277 99 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/S,S1,1/M1-N,3/TU,6/S,S1) 23.03.2024 M25 PISL 105 20.04.2024 31.43 3278

43. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/ Sq.m ) Invoice No. 100 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/S,S1,1/M1-N,3/TU,6/S,S1) 23.03.2024 M25 PISL 100 20.04.2024 30.43 3282 101 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/S,S1,1/M1-N,3/TU,6/S,S1) 23.03.2024 M25 PISL 120 20.04.2024 32.06 3287 102 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/S,S1,1/M1-N,3/TU,6/S,S1) 23.03.2024 M25 PISL 115 20.04.2024 31.55 3295 103 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/S,S1,1/M1-N,3/TU,6/S,S1) 23.03.2024 M25 PISL 105 20.04.2024 31.66 3300 104 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/S,S1,1/M1-N,3/TU,6/S,S1) 23.03.2024 M25 PISL 115 20.04.2024 31.54 3303 105 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/U1,V,V1,W,W1) 24.03.2024 M25 PISL 125 21.04.2024 30.64 3308

44. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/ Sq.m ) Invoice No. 106 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/U1,V,V1,W,W1) 24.03.2024 M25 PISL 130 21.04.2024 30.59 3309 107 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/U1,V,V1,W,W1) 24.03.2024 M25 PISL 135 21.04.2024 31.00 3311 108 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/U1,V,V1,W,W1) 24.03.2024 M25 PISL 120 21.04.2024 32.04 3313 109 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/U1,V,V1,W,W1) 24.03.2024 M25 PISL 120 21.04.2024 31.76 3317 110 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/X,X1,Y,Y1),4/S1 26.03.2024 M25 PISL 115 23.04.2024 31.23 3319 111 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/X,X1,Y,Y1),4/S1 26.03.2024 M25 PISL 120 23.04.2024 30.86 3320 112 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/X,X1,Y,Y1),4/S1 26.03.2024 M25 PISL 140 23.04.2024 30.86 3322 113 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/X,X1,Y,Y1),4/S1 26.03.2024 M25 PISL 135 23.04.2024 30.92 3324

45. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 114 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/X,X1,Y,Y1),4/S1 26.03.2024 M25 PISL 110 23.04.2024 31.45 3329 115 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z,Z1,Z2, 7/M,N) 27.03.2024 M25 PISL 105 24.04.2024 31.58 3334 116 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z,Z1,Z2, 7/M,N) 27.03.2024 M25 PISL 110 24.04.2024 31.93 3337 117 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z,Z1,Z2, 7/M,N) 27.03.2024 M25 PISL 100 24.04.2024 31.42 3340 118 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z,Z1,Z2, 7/M,N) 27.03.2024 M25 PISL 105 24.04.2024 31.02 3342 119 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z,Z1,Z2, 7/M,N) 27.03.2024 M25 PISL 120 24.04.2024 31.54 3343

46. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 120 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z3,Z4,6/TU,4B/Z2,Z3,Z4,5/S1,TU,2''/L1,M) 28.03.2024 M25 PISL 105 25.04.2024 32.21 3342 121 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z3,Z4,6/TU,4B/Z2,Z3,Z4,5/S1,TU,2''/L1,M) 28.03.2024 M25 PISL 120 25.04.2024 31.66 3343 122 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z3,Z4,6/TU,4B/Z2,Z3,Z4,5/S1,TU,2''/L1,M) 28.03.2024 M25 PISL 115 25.04.2024 31.67 348 123 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z3,Z4,6/TU,4B/Z2,Z3,Z4,5/S1,TU,2''/L1,M) 28.03.2024 M25 PISL 110 25.04.2024 30.84 3351 124 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z3,Z4,6/TU,4B/Z2,Z3,Z4,5/S1,TU,2''/L1,M) 28.03.2024 M25 PISL 135 25.04.2024 31.54 3355 125 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z3,Z4,6/TU,4B/Z2,Z3,Z4,5/S1,TU,2''/L1,M) 28.03.2024 M25 PISL 115 25.04.2024 31.01 3360 126 BOX 2 FOOTING COLUMN AND PLINTH BEAM(7/Q,Q1) 29.03.2024 M25 PISL 115 26.04.2024 32.15 3365

47. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 127 BOX 2 FOOTING COLUMN AND PLINTH BEAM(7/Q,Q1) 29.03.2024 M25 PISL 120 26.04.2024 31.62 3367 128 BOX 2 FOOTING COLUMN AND PLINTH BEAM(7/Q,Q1) 29.03.2024 M25 PISL 115 26.04.2024 31.24 3369 129 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/TU,U,U1,4/U1,V) 30.03.2024 M25 PISL 115 27.04.2024 31.57 3372 130 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/TU,U,U1,4/U1,V) 30.03.2024 M25 PISL 130 27.04.2024 31.82 3374 131 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/TU,U,U1,4/U1,V) 30.03.2024 M25 PISL 110 27.04.2024 31.64 3376 132 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/TU,U,U1,4/U1,V) 30.03.2024 M25 PISL 115 27.04.2024 30.93 3381 133 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/TU,U,U1,4/U1,V) 30.03.2024 M25 PISL 125 27.04.2024 31.63 3386

48. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 134 BOX 2 FOOTING COLUMN AND PLINTH BEAM 31.03.2024 M25 PISL 130 28.04.2024 30.67 3389 135 BOX 2 FOOTING COLUMN AND PLINTH BEAM 31.03.2024 M25 PISL 115 28.04.2024 31.38 3390 136 BOX 2 FOOTING COLUMN AND PLINTH BEAM 31.03.2024 M25 PISL 125 28.04.2024 30.67 3395 137 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/W1,X,X1,Y,5E/S1,6/TU,7/Q-Q1,5B/Y,Y1,Z,1'/R,S) 01.04.2024 M30 PISL 125 29.04.2024 30.52 3396 138 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/W1,X,X1,Y,5E/S1,6/TU,7/Q-Q1,5B/Y,Y1,Z,1'/R,S) 01.04.2024 M25 PISL 110 29.04.2024 31.35 3398 139 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/W1,X,X1,Y,5E/S1,6/TU,7/Q-Q1,5B/Y,Y1,Z,1'/R,S) 01.04.2024 M25 PISL 130 29.04.2024 32.19 3401

49. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 126 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/W1,X,X1,Y,5E/S1,6/TU,7/Q-Q1,5B/Y,Y1,Z,1'/R,S) 01.04.2024 M25 PISL 110 29.04.2024 30.78 3404 127 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/W1,X,X1,Y,5E/S1,6/TU,7/Q-Q1,5B/Y,Y1,Z,1'/R,S) 01.04.2024 M25 PISL 105 29.04.2024 31.89 3410 128 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/W1,X,X1,Y,5E/S1,6/TU,7/Q-Q1,5B/Y,Y1,Z,1'/R,S) 01.04.2024 M25 PISL 135 29.04.2024 31.36 3415 129 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/V,W,Y,Z,5B/Z1,Z2) 02.04.2024 M25 PISL 120 30.04.2024 30.13 3417 130 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/V,W,Y,Z,5B/Z1,Z2) 02.04.2024 M25 PISL 105 30.04.2024 30.81 3419 131 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/V,W,Y,Z,5B/Z1,Z2) 02.04.2024 M25 PISL 125 30.04.2024 31.26 3423

50. CONCRETE CUBE COMPRESSIVE STRENGTH (28 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 28 days Avg 28 days Strength (N/Sq.mm) Invoice No. 132 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/V,W,Y,Z,5B/Z1,Z2) 02.04.2024 M25 PISL 130 30.04.2024 30.79 3427 133 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/V,W,Y,Z,5B/Z1,Z2) 02.04.2024 M25 PISL 120 30.04.2024 30.15 3430 134 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/V,W,Y,Z,5B/Z1,Z2) 02.04.2024 M25 PISL 130 30.04.2024 30.58 3434

51. CONCRETE CUBE COMPRESSIVE STRENGTH (7 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 7 days Avg 7 days Strength (N/Sq.mm) Invoice No. 1 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/X,X1,Y,Y1),4/S1 26.03.2024 M25 PISL 115 02.04.2024 20.82 3319 2 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z,Z1,Z2, 7/M,N) 27.03.2024 M25 PISL 120 03.04.2024 20.85 3332 3 BOX 2 FOOTING COLUMN AND PLINTH BEAM(5B/Z3,Z4,6/TU,4B/Z2,Z3,Z4,5/S1,TU,2''/L1,M) 28.03.2024 M25 PISL 105 04.04.2024 21.55 3343 4 BOX 2 FOOTING COLUMN AND PLINTH BEAM(7/Q,Q1) 29.03.2024 M25 PISL 125 05.04.2024 21.66 3363 5 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/TU,U,U1,4/U1,V) 30.03.2024 M25 PISL 115 06.04.2024 21.88 3372 6 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/TU,U,U1,4/U1,V) 30.03.2024 M25 PISL 130 06.04.2024 21.94 3374 7 BOX 2 FOOTING COLUMN AND PLINTH BEAM 31.03.2024 M25 PISL 130 07.04.2024 21.55 3389

52. CONCRETE CUBE COMPRESSIVE STRENGTH (7 DAYS) DETAIL APRIL - 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 7 days Avg 7 days Strength (N/Sq.mm) Invoice No. 8 BOX 2 FOOTING COLUMN AND PLINTH BEAM 31.03.2024 M25 PISL 115 07.04.2024 21.52 3390 9 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/W1,X,X1,Y,5E/S1,6/TU,7/Q-Q1,5B/Y,Y1,Z,1'/R,S) 01.04.2024 M25 PISL 125 08.04.2024 21.83 3396 10 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/W1,X,X1,Y,5E/S1,6/TU,7/Q-Q1,5B/Y,Y1,Z,1'/R,S) 01.04.2024 M25 PISL 110 08.04.2024 21.95 3398 11 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/V,W,Y,Z,5B/Z1,Z2) 02.04.2024 M25 PISL 120 09.04.2024 21.56 3417 12 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/V,W,Y,Z,5B/Z1,Z2) 02.04.2024 M25 PISL 105 09.04.2024 21.54 3419 13 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/Z1,Z2,Z3,2/L1,N1,N,P) 03.04.2024 M25 PISL 125 10.04.2024 22.12 3435

53. CONCRETE CUBE COMPRESSIVE STRENGTH (7 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 7 days Avg 7 days Strength (N/Sq.mm) Invoice No. 14 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4/Z1,Z2,Z3,2/L1,N1,N,P) 03.04.2024 M25 PISL 120 10.04.2024 22.4 3437 15 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6'/N,R,TU,6'/P,Q,1/Q-Q1,2/P,Q,Q1,R,R1,1/KL,L1) 04.04.2024 M25 PISL 125 11.04.2024 22.65 3458 16 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6'/N,R,TU,6'/P,Q,1/Q-Q1,2/P,Q,Q1,R,R1,1/KL,L1) 04.04.2024 M30 PISL 115 11.04.2024 21.73 3460 17 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1'/N,Q,P,6'/M,S,7/M,M1,N,2/M,6/M,4/U1,V,W) 05.04.2024 M25 PISL 130 12.04.2024 21.91 3476 18 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1'/N,Q,P,6'/M,S,7/M,M1,N,2/M,6/M,4/U1,V,W) 05.04.2024 M25 PISL 130 12.04.2024 21.57 3478

54. CONCRETE CUBE COMPRESSIVE STRENGTH (7 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 7 days Avg 7 days Strength (N/Sq.mm) Invoice No. 19 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6'/N,R,TU,4/W1,X,X1) 06.04.2024 M25 PISL 125 13.04.2024 22.59 3498 20 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6'/N,R,TU,4/W1,X,X1) 06.04.2024 M25 PISL 110 13.04.2024 22.25 3500 21 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1'/M,S,6'/M,N,3/R1,S,1'/N,P,7/Z4,6/M,2/M) 07.04.2024 M25 PISL 120 14.04.2024 22.77 3510 22 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1'/M,S,6'/M,N,3/R1,S,1'/N,P,7/Z4,6/M,2/M) 07.04.2024 M25 PISL 130 14.04.2024 22.67 3512 23 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1'/R,4/Z4,1/TU,6'/M,S,1'Q,R,S1) 08.04.2024 M25 PISL 125 15.04.2024 21.33 3522 24 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1'/R,4/Z4,1/TU,6'/M,S,1'Q,R,S1) 08.04.2024 M25 PISL 110 15.04.2024 21.36 3524

55. CONCRETE CUBE COMPRESSIVE STRENGTH (7 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 7 days Avg 7 days Strength(N/Sq.mm ) Invoice No. 25 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/V,1/W,X,1/M,Q,7/Q,R,4/Y,Y1,Z,6/R1,6'/Q,R) 09.04.2024 M25 PISL 115 16.04.2024 21.7 3535 26 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/V,1/W,X,1/M,Q,7/Q,R,4/Y,Y1,Z,6/R1,6'/Q,R) 09.04.2024 M25 PISL 120 16.04.2024 21.39 3536 27 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/U1,V,W,X,1/Q,Q1,2/S,4/Z1,Z2,Z3,7/R1,S) 10.04.2024 M25 PISL 120 17.04.2024 21.42 3553 28 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/U1,V,W,X,1/Q,Q1,2/S,4/Z1,Z2,Z3,7/R1,S) 10.04.2024 M25 PISL 115 17.04.2024 21.41 3554 29 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1'/TU,1/X,Y,Y1) 11.04.2024 M25 PISL 120 18.04.2024 22.62 3574 30 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1'/TU,1/X,Y,Y1) 11.04.2024 M25 PISL 135 18.04.2024 22.27 3576

56. CONCRETE CUBE COMPRESSIVE STRENGTH (7 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 7 days Avg 7 days Strength (N/Sq.mm) Invoice No. 31 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/Z1,Z3,Z4,1/TU,U1,V,6/S,TU,6'/N,P TU) 12.04.2024 M25 PISL 115 19.04.2024 22.72 3886 32 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/Z1,Z3,Z4,1/TU,U1,V,6/S,TU,6'/N,P TU) 12.04.2024 M25 PISL 125 19.04.2024 21.57 3587 33 BOX 2 FOOTING COLUMN AND PLINTH BEAM(3/U1,V,V1,1/Z1,Z2) 13.04.2024 M25 PISL 125 20.04.2024 21.66 3601 34 BOX 2 FOOTING COLUMN AND PLINTH BEAM(3/U1,V,V1,1/Z1,Z2) 13.04.2024 M25 PISL 130 20.04.2024 21.94 3603 35 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/V1,W,W1) 14.04.2024 M25 PISL 115 21.04.2024 21.66 3619 36 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/X,X1,6'/M,S,1'/N,P,Q) 15.04.2024 M25 PISL 125 22.04.2024 21.27 3623 37 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/X,X1,6'/M,S,1'/N,P,Q) 15.04.2024 M25 PISL 115 22.04.2024 21.63 3625

57. CONCRETE CUBE COMPRESSIVE STRENGTH (7 DAYS) DETAIL APRIL- 2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 7 days Avg 7 days Strength (N/Sq.mm) Invoice No. 38 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4-4A/P-P1,S-S1(P9),5B/TU) 16.04.2024 M25 PISL 120 23.04.2024 21.44 3642 39 BOX 2 FOOTING COLUMN AND PLINTH BEAM(4-4A/P-P1,S-S1(P9),5B/TU) 16.04.2024 M25 PISL 130 23.04.2024 21.64 3645 40 BOX 2 FOOTING COLUMN AND PLINTH BEAM(3/Y1,Z3,Z4,4/Z4, 1/Z,Z1,3/V,W,W1) 17.04.2024 M25 PISL 120 24.04.2024 20.95 3661 41 BOX 2 FOOTING COLUMN AND PLINTH BEAM(3/Y1,Z3,Z4,4/Z4, 1/Z,Z1,3/V,W,W1) 17.04.2024 M25 PISL 120 24.04.2024 21.82 3663 42 BOX 2 FOOTING COLUMN AND PLINTH BEAM(3/X,X1,Y1,Z3,Z4) 18.04.2024 M25 PISL 120 25.04.2024 22.92 3683 43 BOX 2 FOOTING COLUMN AND PLINTH BEAM(3/X,X1,Y1,Z3,Z4) 18.04.2024 M25 PISL 125 25.04.2024 22.46 3685

58. CONCRETE CUBE COMPRESSIVE STRENGTH (7 DAYS) DETAIL APRIL-2024 S.No Structure Date of Pour Grade of Concrete RMC Supplier Slump (mm) Date of testing – 7 days Avg 7 days Strength (N/Sq.mm) Invoice No. 44 BOX 2 FOOTING COLUMN AND PLINTH BEAM(3/Z1,Z2,Z3,1/TU,U1,6/U1,V,W1,X1) 19.04.2024 M25 PISL 130 26.04.2024 22.69 3698 45 BOX 2 FOOTING COLUMN AND PLINTH BEAM(3/Z1,Z2,Z3,1/TU,U1,6/U1,V,W1,X1) 19.04.2024 M25 PISL 135 26.04.2024 21.86 3700 46 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/W1-X,3/Z3,Z4) 20.04.2024 M25 PISL 125 27.04.2024 21.99 3717 47 BOX 2 FOOTING COLUMN AND PLINTH BEAM(1/W1-X,3/Z3,Z4) 20.04.2024 M25 PISL 115 27.04.2024 21.70 3720 48 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/Y,Y1,Z,Z1,Z2,Z3) 22.04.2024 M25 PISL 135 29.04.2028 21.55 3728 49 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/Y,Y1,Z,Z1,Z2,Z3) 22.04.2024 M25 PISL 120 29.04.2028 21.65 3730 50 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/U1,V,W) 23.04.2024 M25 PISL 125 30.04.2024 22.41 3749 51 BOX 2 FOOTING COLUMN AND PLINTH BEAM(6/U1,V,W) 23.04.2024 M25 PISL 115 30.04.2024 22.37 3751

59. REINFORCEMENT RECEIPT APRIL- 2024 Reinforcement Record Receipt Date Make Invoice No. Vendor Name Unit TMT STEEL (FE-500D/550D)   8 MM 10 MM 12 MM 16 MM 20 MM 25 MM TOTAL 16.04.2024 JSW (PANTHER) KGPL/24-25/00347 KGPL MT 12.44   25.96  0  0  0 38.40 19.04.2024 JSW (PANTHER KGPL/24-25/00452 KGPL MT  0   3.5  0   12.34 19.44  0 35.28 20.04.2024 SAIL KGPL/24-25/00474 KGPL MT  0  0 31.58  0  0  0 31.58 23.04.2024 JSW (PANTHER KGPL/24-25/00557 KGPL MT 2.5 31.4 2.4 1.05  0  0 37.35

60. S.No. Date Dia of Bar(mm) Wt./m (kg) Rolling Margin (%) Limits (%) 1 30.04.2024 08 MM 0.396 +0.253 +- 7 % 2 30.04.2024 10 MM 0.618 +0.162 +- 7 % 3 30.04.2024 10 MM 0.620 +0.486 +-7 % 4 30.04.2024 12 MM 0.895 +0.788 +- 5 % 5 30.04.2024 12 MM 0.898 +1.126 +-5 % 6 30.04.2024 16 MM 1.590 +0.633 +- 5 % 7 30.04.2024 20 MM 2.51 +1.619 +- 3 % STEEL ROLLING MARGIN APRIL- 2024

61. OBSRVATION & NCN DETAIL Description of Complaints Total Upto 30 .04.2024 Close Upto 30.04.2024 Open Upto 30.04.2024 OBSERVATION (PISL QC ) 257 250 07 OBSERVATION (ISPL) 07 07 NCN (PISL QC) 10 09 01 QUALITY WALK OBSERVATION (PISL QC) 224 200 24 NCN (ISPL)

62. Good Practices PLUMB CHECKING BEFORE POURING & AFTER DE-SHUTERRING

63. Good Practices CURING OF PCC USING PONDING METHOD & FOOTING FINISHING

64. Good Practices USING PROPER METHOD FOR COMPACTION

65. Training & Pep Talk TRAINING CONDUCTED FOR BRICK WORK

66. Training/Meeting & Pep Talk QUALITY AWARENESS MEETING

67. THANKS