Agency-wise Major/critical Ncs at OHT

S.No. Scheme ID Scheme Name OHT Code Non-Compliance Compliance(Current Status)
Description
Major Honey Comb Alignment Cube Test Exposure Deviation Tank Observation Other SBC Issue Demolish Partially Demolish Fully Under Examination Serious Observation Water Body Compliance Major Honey Comb Compliance Alignment Compliance Cube Test Compliance Exposure Compliance Deviation Compliance Tank Compliance Other Compliance SBC Issue Compliance Demolish Partially Compliance Demolish Fully Compliance Under Examination Compliance Serious Observation Compliance Water Body
1 20052286 ALI NAGAR JJM SCHEME 20052286/01 No No No Yes No No Yes No No No No No Yes 1.OHT column center to center distance is not found as per approved drawing. 2.Lap length of column reinforcement not provided as per standard. 3.Column bars rust is not cleaned properly.
2 20000064 Aliganj 20000064/01 Yes No No No No No No No No No No No No 1.Major honeycombing observed and OHT 2nd brace Beam, Bottom dome and 3rd brace Beam column steel expose exposed reinforcement and also found bulging in tie beam junction indicating inadequate concrete compaction and serious workmanship deficiency.
3 20033495 AMIRTA PATHELI & HARRNA NARAYANPUR JJM SCHEME 20033495/01 No No No Yes No No No No No No No No No 1.Projected rebars in Overhead Tank (OHT) Column were found heavily rusted. The construction work of OHT has been halted at ground level for approximately 12-15 months.
4 20010255 BASARA 20010255/01 No Yes No No No No No No No No No No No 1-OHT column has found misaligned (not in plumb), indicating deviation from vertical alignment.
5 20016672 ASIQ NAGAR JJM SCHEME 20016672/01 Yes No No No No No No No No No No No No 1.Severe honeycombing has been observed in OHT Ring beam, Staircase slab, conical wall with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency.
6 20000057 Ajan WS 20000057/01 No Yes No No No Yes No No No No No No No 1.OHT columns found misaligned (not in plumb), indicating deviation from vertical alignment tolerances. 2- Gap observed between slab and hold down bracket. 3-Water supply continued in village without chlorination.
7 20077548 Bacchepara & Rari JJM SCHEME 20077548/01 No Yes No No No No No No No No No No No 1.One column has found misaligned (not in plumb), indicating deviation from vertical alignment tolerances.
8 20066562 khakhra JJM SCHME 20066562/01 Yes No No No No Yes No No No No No No No 1.Major crack and honeycomb found in staircase beam 2.Severe honeycombing observed in OHT walkway slab with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 3- DI pipes are being fitted with bends which are not recommended. 4- Grouting is required at the base of the zinc alum tank."
9 20033539 BACHGAWAN JJM SCHEME 20033539/01 No Yes No No No No No No No No No No No 1.The spacing between OHT columns is not as per approved structural drawing and needs to be corrected to maintain proper alignment and structural stability.
10 20033549 BAGRETHI JJM SCHEME 20033549/01 Yes Yes No No No No Yes No No No No No No 1.Major leakage was observed from the cylindrical wall of the OHT, indicating structural or waterproofing failure. 2.Cracks were observed in the OHT walkway slab at three different locations, which may affect durability and safety. 3.By visual inspection, Two OHT columns appears to be not in proper vertical alignment. 4.Severe honeycombing has been observed in OHT staircase beam with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 5.Uneven surface has been observed on the OHT projection (chajja). 6.Visible structural cracks seen in walkway slab, indicating potential weakness. 7.Multiple leakages have been observed in the vertical wall of the OHT.
11 20016538 BAIKUAN JJM SCHEME 20016538/01 No Yes No No No No No No No No No No No 1.OHT column has been found misaligned (not in plumb), indicating deviation from vertical alignment tolerances.
12 20095579 BAIREYA JJM SCHEME 20095579/01 No No No No No No Yes No No No No No No 1.During site inspection, it was observed that landing bars were not incorporated into column C1, C2, and C3 during the initial construction phase. Due to this omission, these columns were subsequently cut and partially damaged to insert the required landing bars for staircase construction, which may adversely affect the structural integrity of the affected columns. 2.Visible structural crack seen in staircase above 2nd landing beam at column junction, indicating potential weakness.
13 20053008 BANWARIPUR JJM SCHEME 20053008/01 No Yes No No No No No No No No No No No 1.The Roof beam and bottom slab of OHT have become tilted & have sagged downward, and also honeycombing and cracks found in OHT bottom slab and beam.
14 20069724 Barkhera and Himmatpur JJM SCHEME 20069724/01 No No No Yes No No No No No No No No No 1.Severe honeycombing observed in OHT 3rd brace beam with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency.
15 20096799 BAROTHA JJM SCHEME 20096799/01 No Yes No No Yes No No No No No No No No 1.Deviation observed in cross-section size of column & beam at junctions, which may affect structural alignment and load transfer. 2.OHT column found misaligned, indicating deviation from vertical alignment tolerances. 3.Cement bags were found embedded at the junction between OHT column and tie beam below OHT slab, which is a serious deviation from standard construction practices.
16 20093363 BASARIA JJM SCHEME 20093363/01 Yes No No Yes No No No No No No No No No 1.Projected rebars in Overhead Tank (OHT) staircase were found heavily rusted. The construction work of OHT staircase has been halted at 5th landing for approximately 5-6 months. 2.Major honeycombing observed in 3rd brace beam of Overhead Tank (OHT), indicating poor compaction and workmanship.
17 20076591 BASHA BHOOR JJM SCHEME 20076591/01 No No No No No No Yes No No No No No No 1.Visible structural crack seen in staircase, vertical wall & walkway slab, indicating potential weakness. 2.During inspection, cracks were observed in the OHT plinth protection.
18 20023912 BUDHHIKHURD JJM SCHEME 20023912/01 No Yes No No No No No No No No No No No 1.By visual inspection, OHT columns appears to be not in proper vertical alignment.
19 20062458 Behara jorawar & jamuniya rana JJM SCHEME 20062458/01 No Yes No No No No No No No No No No No 1.OHT slab RB beam found shifted from Center of Column.
20 20066499 Belbudhi JJM SCHEME 20066499/01 No Yes No No Yes No No No No No No No No 1.By visual inspection, OHT columns appears to be not in proper vertical alignment. 2.Deviation has been observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer.
21 20100362 BELA KALAN JJM SCHEME 20100362/01 No Yes No No No No No No No No No No No 1.By visual inspection, OHT columns appears to be not in proper vertical alignment above 2nd brace beam.
22 20023873 BELWA JJM SCHEME 20023873/01 Yes No No No No No Yes No No No No No No 1.Cement bags embedded between OHT Column and Tie beam junction. 2.Major honeycombing has been observed in beam & column of Overhead Tank (OHT), indicating poor compaction and workmanship. 3.Visible structural crack seen in walkway slab of Overhead Tank (OHT), indicating potential weakness. 4.The OHT DI pipe has been laid in the wrong position.
23 20007624 BETI SAHADAVE 20007624/01 No Yes No No No No No No No No No No No 1.One OHT column has found misaligned (not in plumb) above 2nd brace beam, indicating deviation from vertical alignment.
24 20052492 BHADURI JJM SCHEME 20052492/01 No No No No No No Yes No No No No No No 1.Cracks have been observed in the OHT staircase beam.
25 20010797 BHANPURI COLONY SCHEME 20010797/01 Yes Yes No No No No No No No No No No No 1.Four OHT columns have been found misaligned (not in plumb) above 3rd brace beam, indicating deviation from vertical alignment. 2.Severe honeycombing observed in OHT 1st & 2nd lift staircase with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 3.Centre alignment discrepancy observed at column and tie beam junction; tie beam not centered on the column.
26 20076685 Bhikampur JJM SCHEME 20076685/01 No No No No No No Yes No No No No No No 1.It is observed that the OHT excavation work has not been backfilled after completion of the foundation and related construction activities. Leaving the excavation open for a prolonged period may lead to soil erosion, accumulation of water, loss of bearing capacity, and potential safety hazards.
27 20085386 BHUDA BHUDI JJM SCHEME 20085386/01 No Yes No No Yes No No No No No No No No 1.Misalignment observed in the ring beam of OHT, potentially impacting structural stability and load distribution. 2.Deviation observed 20 mm oversize in cross-section size of beam compared to approved drawings, which may affect structural alignment and load transfer.
28 20033444 UMARPUR JJM SCHEME 20033444/01 No No No No No No Yes No No No No No No 1-Visible structural crack has been observed in staircase Landing at the column junction, indicating potential weakness.
29 20096801 UCHAULIA JJM SCHEME 20096801/01 No Yes No No No No No No No No No No No The spacing between OHT columns is not as per approved structural drawing and needs to be corrected to maintain proper alignment and structural stability.
30 20059866 BILLAI JJM SCHEME 20059866/01 No Yes No No No No No No No No No No Yes 1.OHT column has found misaligned (not in plumb), indicating deviation from vertical alignment.
31 20096942 TELIYAR JJM SCHEME 20096942/01 No Yes No No No No Yes No No No No No No 1-So many leakage has been found in the RCC Overhead Tank (OHT). 2-Three no’s Over Head Tank (OHT) columns have found misaligned (not in plumb), indicating deviation from vertical alignment. 3-Leakage observed on inner and outer sides of OHT ring beam.
32 20061257 TENDHUUWA JJM SCHEME 20061257/01 Yes Yes No No Yes No No No No No No No Yes 1-Major honeycombing observed in column of Overhead Tank (OHT), indicating poor compaction and workmanship. 2-OHT columns found misaligned (not in plumb), indicating deviation from vertical alignment tolerances. 3-OHT column center-to-center distance has not been found as per the approved drawing.
33 20096904 VISHINGPURA JJM SCHEME 20096904/01 No Yes No No No No Yes No No No No No No 1.OHT DI pipe has been installed without providing proper clamping. 2.OHT column has found misaligned (not in plumb) above 1st brace beam, indicating deviation from vertical alignment tolerances.
34 20066512 TUSARA JJM SCHEME 20066512/01 No No No No Yes No No No No No No No No 1-Deviation observed in cross-section over size of beam at junctions compared to approved drawings, which may affect structural alignment and load transfer.
35 20061754 SURMA JJM SCHEME 20061754/01 Yes Yes No No No No No No No No No No No 1-Major honeycombing observed in all columns of Overhead Tank (OHT), indicating poor compaction and workmanship. 2-Misalignment observed in all brace beams of OHT, potentially impacting structural stability and load distribution.
36 20066883 SUHELA JJM SCHEME 20066883/01 Yes Yes No No Yes No No No No No No No No 1-Severe honeycombing has been observed in OHT walkway slab with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 2-Misalignment has been observed in 3rd brace beam of OHT, potentially impacting structural stability and load distribution. 3-Deviation has been observed in cross-section size of 3rd brace beam compared to approved drawings, which may affect structural alignment and load transfer.
37 20067066 SOHAK JJM SCHEME 20067066/01 No Yes No No No No No No No No No No No 1-Centre alignment discrepancy observed at column and tie beam junction; tie beam not centered on the column.
38 20054959 SISORA SAHAMAT JJM SCHEME 20054959/01 Yes No No No Yes No No No No No No No Yes 1-Major honeycombing observed in 2nd & 3rd brace beam of Overhead Tank (OHT), indicating poor compaction and workmanship. 2-Deviation observed in cross-section size of column & beam at 3rd brace junctions compared to approved drawings, which may affect structural alignment and load transfer.
39 20069327 SINGAWAR JJM SCHEME 20069327/01 Yes Yes No No No No Yes No No No No No No 1-OHT column found misaligned above 2nd brace beam, indicating deviation from vertical alignment tolerances. 2-Major honeycombing with visible steel reinforcement observed on the 2nd OHT brace beam, indicating poor concrete compaction and potential structural weakness. 3-The staircase slab of the OHT has been cast with a thickness of approximately 50–70 mm, which is significantly less than 120 mm thickness specified in the approved structural drawing. This deviation constitutes a Critical non-conformance and may compromise the structural integrity, load-bearing capacity, durability, and long-term safety of the staircase.
40 20061244 CHEDUI PATEYA JJM SCHEME 20061244/01 Yes Yes No Yes Yes No Yes No No No No No No 1.Visible structural crack observed in the staircase, indicating potential structural weakness and requiring immediate attention. 2.Major honeycombing observed in staircase of Overhead Tank (OHT), indicating poor compaction and workmanship. 3.Major honeycombing observed in cylindrical wall of Overhead Tank (OHT), indicating poor compaction and workmanship. 4.The external surface of the container wall is uneven, patchy, and undulated, with honeycombing. 5.Bottom surface of the staircase waist slab is uneven and honeycombed, with visible voids and exposed aggregates. 6.Thickness of the staircase 2nd lift waist slab measured at site is 80–90 mm, which is not as per the approved drawing and design specifications. 7.Visible structural crack seen in staircase above 2nd ,3rd brace beam at the column junction, indicating potential weakness. 8.By visual inspection, one OHT column appears to be not in proper alignment. 9.By visual inspection, one OHT column appears to be not in proper alignment. 10.Projected rebars in Overhead Tank (OHT) staircase were found heavily rusted. The construction work of OHT has been halted at 2nd lift staircase for approximately 8-10 months.
41 20010833 SINGHIYA JJM SCHEME 20010833/01 Yes Yes No No No No No No No No No No No 1-Three OHT columns found misaligned (not in plumb), indicating deviation from vertical alignment tolerances. 2-Severe honeycombing observed in OHT 3rd brace beam with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency.
42 20032911 SHIVPURI JJM SCHEME 20032911/01 Yes No No No No No No No No No No No No 1-Major honeycombing observed in column of Overhead Tank (OHT), indicating poor compaction and workmanship. 2-Cement bags embedded between OHT Column and Tie beam junction.
43 20010744 SHAHPUR RAJA SCHEME 20010744/01 Yes No No No Yes No Yes No No No No No No 1-Deviation has been observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer. 2-Severe honeycombing has been observed in OHT walkway slab & Staircase beam with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 3-Shuttering of staircase flights 7 & 8 has not been removed even after 6 months of casting.
44 20061225 SEMRAWAN JJM SCHEME 20061225/01 Yes No No No No No No No No No No No No 1-Major honeycombing observed in brace beam & Column of Overhead Tank (OHT), indicating poor compaction and workmanship.
45 20061220 CHHAUCHH JJM SCHEME 20061220/01 No No No No No No Yes No No No No No No 1.Plywood embedded at bottom of staircase slab. 2.During inspection, cracks were observed in the OHT plinth protection. 3.GI pipe handrail was found improperly welded. 4.DI pipe clamping arrangement is not proper as per standard practice.
46 20075575 SHEKHPUR JJM SCHEME 20075575/01 No Yes No No Yes No No No No No No No No 1-Deviation observed in cross-section size of column & beam at junctions compared to approved drawing, which may affect structural alignment and load transfer. 2-Center alignment discrepancy observed at column and tie beam junction; tie beam not centered on the column. 3-OHT column found misaligned, indicating deviation from vertical alignment tolerances.
47 20010804 SEDHAUNA SCHEME 20010804/01 No Yes No No No No No No No No No No No 1-By visual inspection, OHT columns appears to be not in proper vertical alignment.
48 20016597 SAUKHIA JJM SCHEME 20016597/01 No No No No Yes No No No No No No No No The vertical distance between the ground level and the first bracing beam of the OHT has been constructed higher than the level specified in the approved drawing, indicating a deviation from the sanctioned design and construction drawings.
49 20016514 CHORHA KHURRAM NAGAR JJM SCHEME 20016514/01 No No No No Yes No No No No No No No No 1.Deviation observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer.
50 20052920 SARWANGPUR & DULHAPUR CHAUBE JJM SCHEME 20052920/01 No No No Yes No No No No No No No No No 1-Projected rebars in Overhead Tank (OHT) Column were found heavily rusted. The construction work of OHT has been halted at ground level for approximately 10-12 months.
51 20010267 SARPTHA 20010267/01 No Yes No No No No No No No No No No No 1-OHT columns found misaligned (not in plumb), indicating deviation from vertical alignment tolerances.
52 20062409 Dahar, & ganeshpur grant JJM SCHEME 20062409/01 Yes No No No No No Yes No No No No No Yes 1.Severe honeycombing has been observed in OHT 2nd and 3rd brace beam with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 2.Crack has been observed in the pump house chlorine room wall.
53 20051199 SAMAISA JJM SCHEME 20051199/01 No No No No Yes No Yes No No No No No No 1-Deviation has been observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer. 2-The 3rd to 6th flights of the staircase has riser and tread dimensions not as per the approved drawing, and the base slab thickness is also not as per the drawing.
54 20067050 SALVANT NAGAR JJM SCHEME 20067050/01 Yes No No No No No No No No No No No No 1-Severe honeycombing observed in OHT Bottom dome with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 2-Major honeycombing observed in 5th staircase of Overhead Tank (OHT), indicating poor compaction and workmanship.
55 20016518 DARIYABAD JJM SCHEME 20016518/01 No No No No Yes No No No No No No No No 1.During inspection, the waist slab thickness of the OHT staircase at the 1st and 4th lift was found to be approximately 80–100 mm, whereas the approved drawing specifies a thickness of 120 mm. This is a deviation from the approved drawing. Necessary verification should be carried out and appropriate corrective action ensured.
56 20096953 SALLIYA JJM SCHEME 20096953/01 No Yes No Yes No No No No No No No No Yes 1-One OHT columns found misaligned (not in plumb), indicating deviation from vertical alignment tolerances. 2-Projected rebars in Overhead Tank (OHT) Column were found heavily rusted. The construction work of OHT has been halted at full staging for approximately 12-15 months.
57 20100014 SAIDHARI JJM SCHEME 20100014/01 No No No Yes No No No No No No No No No 1-Steel reinforcement is visible in the 3rd brace beam of the OHT.
58 20066605 SAIDAPUR DEVKALI JJM SCHEME 20066605/01 No Yes No No No No No No No No No No No 1-OHT column was found out of plumb, needed once recheck. 2-By visual inspection, OHT columns appears to be not in proper vertical alignment.
59 20010700 ROSHAN NAGAR SCHEME 20010700/01 No No No No Yes No No No No No No No No 1-Deviation observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer.
60 20052561 DHADHEL JJM SCHEME 20052561/01 No No No No No No Yes No No No No No No 1.Visible structural crack has been observed in staircase Landing at the column junction, indicating potential weakness.
61 20066455 Razaganj (Ghunghuchi) JJM SCHEME 20066455/01 No Yes No No Yes No No No No No No No No 1-One OHT column found misaligned (not in plumb), indicating deviation from vertical alignment tolerances. 2-Deviation observed in cross-section size of column compared to approved drawings, which may affect structural alignment and load transfer.
62 20069651 RATASIYA JJM SCHEME 20069651/01 Yes No No No No No Yes No No No No No Yes 1-The OHT DI pipe has been laid in the wrong position. 2-Major honeycombing has been observed in staircase slab & column of Overhead Tank (OHT), indicating poor compaction and workmanship. 3-Cement bags embedded between OHT Column and Tie beam junction.
63 20010794 DHAKA SCHEME 20010794/01 No No No No No No Yes No No No No No No 1.Visible structural crack seen in Overhead Tank (OHT) vertical wall, indicating potential weakness. 2.Visible structural crack seen in Overhead Tank (OHT) 2nd & 4th Staircase landing flight , indicating potential weakness.
64 20033537 RAMPUR MADARI JJM SCHEME 20033537/01 Yes Yes No No No No No No No No No No No 1-Misalignment observed in 3rd brace beam of OHT, potentially impacting structural stability and load distribution. 2-Severe honeycombing observed in OHT beam & Column with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 3-OHT columns found misaligned (not in plumb), indicating deviation from vertical alignment tolerances.
65 20052426 DOHAK JJM SCHEME 20052426/01 Yes No No No No No No No No No No No No 1.Major honeycombing observed in 2nd brace beam of Overhead Tank (OHT), indicating poor compaction and workmanship.
66 20069271 PRATAP PUR JJM SCHEME 20069271/01 Yes Yes No No No No Yes No No No No No No 1-Severe honeycombing observed in OHT staircase with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 2-OHT staircase landing beam with exposed reinforcement requires immediate attention to prevent further damage and ensure safety. 3-Major honeycombing has been observed in staircase beam of Overhead Tank (OHT), indicating poor compaction and workmanship. 4-Cement bags embedded between OHT Column and Tie beam junction. 5-Severe honeycombing has been observed in staircase slab with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 6-By visual inspection, OHT column appears to be not in proper alignment.
67 20059831 PIPRACHHIT JJM SCHEME 20059831/01 No Yes No No No No No No No No No No No 1-By visual inspection, OHT columns appears to be not in proper vertical alignment.
68 20033046 PARELI JJM SCHEME 20033046/01 Yes No No No No No Yes No No No No No No 1-Severe honeycombing has been observed in OHT 2nd and 3rd brace beam with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 2-All DI pipes have been installed without proper clamping/support arrangement. 3-Improper bamboo shuttering has been used instead of standard formwork in the OHT structure.
69 20032768 FAJAL NAGAR GRANT JJM SCHEME 20032768/01 Yes No No Yes No No No No No No No No No 1.Severe honeycombing observed in OHT 3rd brace beam with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 2.Projected rebars in Overhead Tank (OHT) 7th lift staircase were found heavily rusted. The construction work of OHT has been halted at 7th lift staircase for approximately 6 months.
70 20069324 PAKARIYA JJM SCHEME 20069324/01 Yes No No Yes No No Yes No No No No No No 1-The staircase slab of the OHT has been cast with a thickness of approximately 50–70 mm, which is significantly less than 120 mm thickness specified in the approved structural drawing. This deviation constitutes a Critical non-conformance and may compromise the structural integrity, load-bearing capacity, durability, and long-term safety of the staircase. 2-Projected rebars in Overhead Tank (OHT) 5th staircase were found heavily rusted. The construction work of OHT has been halted at staircase for approximately 5-6 months. 3-Major honeycombing observed in 2nd lift landing beam & staircase slab of Overhead Tank (OHT), indicating poor compaction and workmanship.
71 20085327 OEL DEHAT JJM SCHEME 20085327/01 No Yes No No No No No No No No No No No 1-By visual inspection, OHT columns appears to be not in proper vertical alignment.
72 20096950 GEDANIA JJM SCHEME 20096950/01 No Yes No No No Yes No No No No No No No 1.OHT column found misaligned, indicating deviation from vertical alignment tolerances. 2.The sructural repair work must be carried out properly before Zinc Alum Tank errection work.
73 20061747 NAURANGA BAD JJM SCHEME 20061747/01 No No No No No No Yes No No No No No No 1-Seepage has been observed at the conical wall near the ring beam of the OHT.
74 20087320 GARHAIYA JJM SCHEME 20087320/01 No No No No Yes No No No No No No No No 1.During site inspection, it was observed that 1nos column of OHT above the 2nd brace beam is not in proper vertical alignment. This deviation may affect structural stability and load transfer mechanism if not addressed. 2.During inspection, the OHT staircase waist slab thickness at the 1st and 2nd lift was found 80–100 mm against the required 120 mm as per drawing. This is a drawing deviation. This is a clear deviation from the approved design and may compromise structural strength and durability.
75 20052860 NAKERA & MOHAMMAPUR KAMI JJM SCHEME 20052860/01 Yes No No Yes No No Yes No No No No No No 1-Major honeycombing has been observed in staircase first flight waist slab of Overhead Tank (OHT), indicating poor compaction and workmanship. 2-Major honeycombing has been observed in column & first brace beam of Overhead Tank (OHT), indicating poor compaction and workmanship. 3-Shuttering ply has been embedded between OHT Column and Tie beam junction. 4-Visible structural crack seen in staircase landing flight at the column junction, indicating potential weakness. 5-Projected rebars in Overhead Tank (OHT) final staircase and walkway slab were found heavily rusted. The construction work of OHT final staircase has been halted for approximately 6-7 months.
76 20069359 GAURA JJM SCHEME 20069359/01 No Yes No No Yes No Yes No No No No No No 1.Deviation observed in cross-section size of ring beam compared to approved drawings, which may affect structural alignment and load transfer. 2.The ring beam of Overhead Tank (OHT) is misaligned, and constructed level is not as per approved drawing. 3.The top surface level of OHT slab is uneven and not executed as per specified levels. 4.A visible structural crack has been observed in staircase landing flight above the first brace beam at column junction, indicating a possible structural weakness. 5.The railing angles on the OHT slab are not fixed properly, and the members show significant rusting, affecting safety and durability. 6.The Zn-Al storage tank is installed off-center on the slab, which may lead to uneven load distribution and structural imbalance.
77 20062288 Ghoorkhera & Badriya JJM SCHEME 20062288/01 Yes No No No No Yes Yes No No No No No No 1.Severe honeycombing has been observed in OHT bottom slab beam with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 2.Plywood has been found embedded in the slab at locations where the DI pipe is installed. 3.OHT staircase and balcony handrailing have been found rusted. 4.Zinc-Aluminium tank grouting work is pending. 5.OHT DI pipe is found misaligned, and installation is not as per approved drawing.
78 20066885 GHUNGHUTTA BUZURG JJM SCHEME 20066885/01 No Yes No No No No No No No No No No No 1.One OHT column found misaligned (not in plumb), indicating deviation from vertical alignment tolerances.
79 20010584 GHUTNA BUZURG 20010584/01 No Yes No No No No No No No No No No No 1.OHT columns found misaligned (not in plumb), indicating deviation from vertical alignment tolerances.
80 20051200 GOPALAPUR JJM SCHEME 20051200/01 No Yes No No No No No No No No No No No 1.One OHT column found misaligned (not in plumb), indicating deviation from vertical alignment. 2.Misalignment observed in Staircase 3rd brace beam of OHT, potentially impacting structural stability and load distribution.
81 20101624 GRANT NO.10 JJM SCHEME 20101624/01 No No No No Yes No No No No No No No No 1.The vertical distance between the ground level and the first bracing beam of the OHT has been constructed higher than the level specified in the approved drawing, indicating a deviation from the sanctioned design and construction drawings.
82 20016975 GRANT NO 14 JJM SCHEME 20016975/01 No No No No No Yes Yes No No No No No No 1.Seepage is observed in the cylindrical wall of the OHT. 2.MS ladder installed but it should be Aluminum ladder as per approved DpR. Also due to not proper Gl painted the purity of water may deteriorate."
83 20093386 GRANT NO 3 JJM SCHEME 20093386/01 Yes Yes No No No No Yes No No No No No No 1.Reinforcement steel is visible in columns and beams due to inadequate concrete cover, indicating poor concreting and potential durability issues. 2.Major honeycombing has been observed in Column & beam of Overhead Tank (OHT), indicating poor compaction and workmanship. 3.Two OHT columns have been found misaligned (not in plumb) above 2nd brace beam, indicating deviation from vertical alignment.
84 20062487 HARNAHA JJM SCHEME 20062487/01 No Yes No No Yes No No No No No No No No 1.Slab beam is not aligned as per design, indicating deviation from structural layout. 2.Slab dimensions are not as per approved drawing, reflecting poor execution and lack of quality control.
85 20069344 HARSINGHPUR JJM SCHEME 20069344/01 No Yes No No No Yes No No No No No No No 1.Three of the OHT columns is majorly out from its axis above second brace beam. Other one column is misaligned and tilted inside from second brace beam 2.Lightning protection system is not installed
86 20055304 IBRAHIMPUR JJM SCHEME 20055304/01 No Yes No No No No No No No No No No Yes 1.Misalignment observed in 2 tie beams of 3rd brace beam of OHT, potentially impacting structural stability and load distribution. 2.Centre alignment discrepancy observed at column and tie beam junction; tie beam not centered on the column.
87 20076937 Jaiti JJM SCHEME 20076937/01 No No No No No No Yes No No No No No No 1.The staircase slab of the OHT has been cast with a thickness of approximately 60–80 mm, which is significantly less than 130 mm thickness specified in the approved structural drawing. This deviation constitutes a Critical non-conformance and may compromise the structural integrity, load-bearing capacity, durability, and long-term safety of the staircase.
88 20086407 JAMAITHA JJM SCHEME 20086407/01 No Yes No No Yes No Yes No No No No No No 1.OHT column has found misaligned (not in plumb), indicating deviation from vertical alignment tolerances. 2.OHT Inlet and outlet pipe clamping has not been fixed. 3.The OHT staircase has not been constructed as per the approved drawing. 4.Visible structural crack seen in staircase, Walkway slab, indicating potential weakness. 5.By visual inspection, one OHT column appears to be not in proper alignment. 6.Deviation observed in cross-section size of column below ring beam compared to approved drawings, which may affect structural alignment and load transfer. 7.Bulging has been observed in the ZnAl tank panels. 8.Staircase construction has been found not as per approved drawing and design details.
89 20069340 JAMHAURA 20069340/01 No No No Yes No No No No No No No No No 1.Projected rebars in Overhead Tank (OHT) column above 1st brace beam were found heavily rusted. The construction work of OHT has been halted at 1st brace beam for approximately 10-12 months.
90 20052572 KAIMA KHURD JJM SCHEME 20052572/01 No Yes No No No No No No No No No No No 1.By visual inspection, OHT columns appears to be not in proper vertical alignment.
91 20066599 KHAMBOL JJM SCHEME 20066599/01 No Yes No Yes No No Yes No No No No No No 1.Major honeycombing observed in OHT 2nd brace beam with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 2.By visual inspection, OHT columns appears to be not in proper vertical alignment. 3.Major honeycombing has been observed in beam & column of Overhead Tank (OHT), indicating poor compaction and workmanship. 4.Cement bags have been embedded between OHT Column and Tie beam junction. 5.Visible structural crack seen in ring beam at the column junction & vertical wall, indicating potential weakness.
92 20052974 KHANPUR GURAILA JJM SCHEME 20052974/01 No Yes No No Yes No No No No No No No No 1.By visual inspection, OHT one column appears to be not in proper vertical alignment. 2.Deviation observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer.
93 20016585 KHARWAHIYA NO-2 JJM SCHEME 20016585/01 No Yes No No Yes Yes No No No No No No No 1.Misalignment is observed in the one column of OHT from above 3rd brace beam. 2.Most of the beams are misaligned. Centre axis of column and beams are not coinciding. 3.Thickness of beams is not uniform across the structure. 4.Lightning protection system is not installed.
94 20052612 KHUNTI BUZURG JJM SCHEME 20052612/01 No No No No No No Yes No No No No No No 1.Visible structural crack seen in staircase landing beam, indicating potential weakness.
95 20096643 KAORAIYA CHAMRU & PIPRA KARAMCHANAD JJM SCHEME 20096643/01 No Yes No No No No Yes No No No No No No 1.Visible structural crack seen in staircase, Walkway slab & Column, indicating potential weakness. 2.Leakage has been observed in the ZnAl tank liner 3.By visual inspection, one OHT column appears to be not in proper alignment. 4.The DI pipe has been routed by breaking the staircase beam, which is not as per approved drawings and standard construction practice.
96 20066558 KORIYA JUNGLE JJM SCHEME 20066558/01 No No No No No No Yes No No No No No No 1.Visible structural crack seen in staircase landing flight at the column junction, indicating potential weakness. 2.The DI pipe has been installed by breaking/cutting the staircase beam.
97 20017043 KUNWARPUR JJM SCHEME 20017043/01 No Yes No No Yes No No No No No No No No 1.OHT columns found misaligned (not in plumb), indicating deviation from vertical alignment. 2.It is observed that Non-Conformance (NC) was already issued earlier for this item. During Total Station survey of OHT columns, Column C1 is found deviated by more than 51 mm and Column C4 by more than 35 mm from their approved centreline positions, indicating significant deviation from the approved drawings.
98 20076680 Kusmauri JJM SCHEME 20076680/01 Yes No No No No Yes Yes No No No No No No 1.Severe honeycombing has been observed in OHT 3rd brace beam with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 2.Major honeycombing has been observed in bottom dome of Overhead Tank (OHT), indicating poor compaction and workmanship. 3.Repair work in the OHT column has been executed without adherence to SWSM methodology and without prior RFI approval, leading to the development of cracks at the repaired portion of column, indicating poor workmanship and improper repair procedure. 4. Electrically operated valves at the outlet are manual working. 5. Lightning arrestor has not been installed as per design specifications. 6. Seepage was detected at the bottom slab of the overhead tank."
99 20053245 LAUKA JJM SCHEME 20053245/01 No Yes No No No No No No No No No No No 1-3 no’s OHT columns found misaligned (not in plumb), indicating deviation from vertical alignment tolerances.
100 20085332 MEDIYA JJM SCHEME 20085332/01 No Yes No No No No Yes No No No No No No 1-By visual inspection, OHT columns appears to be not in proper vertical alignment. 2-Shuttering material has been found embedded at the column and ring beam junction.
101 20086644 MAHAMADABAD JJM SCHEME 20086644/01 No Yes No No No No No No No No No No Yes 1-RCC Slab and beam tilted or sag down
102 20017293 MAHARIA JJM SCHEME 20017293/01 No No No No No No Yes No No No No No No 1-Visible structural crack seen in staircase balcony landing slab, indicating potential weakness. 2-Grouting work has not been carried out below the ZnAl tank base and along the slab side, which may affect proper load transfer and durability.
103 20010801 MAHESHPUR SCHEME 20010801/01 No Yes No No No No No No No No No No No 1-One OHT columns found misaligned (not in plumb), indicating deviation from vertical alignment tolerances.
104 20069357 MAKSOHA JJM SCHEME 20069357/01 No Yes No No Yes No No No No No No No No 1-Misalignment has been observed in brace beam of OHT, potentially impacting structural stability and load distribution. 2-Deviation has been observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer.
105 20010822 MALL BEHER SCHEME 20010822/01 No No No No No No Yes No No No No No No 1-Leakage has been observed from the RCC OHT conical wall near the ring beam portion.
106 20096672 MATAIHIYA JJM SCHEME 20096672/01 No Yes No No No No No No No No No No No 1-By visual inspection, OHT column appears to be not in proper alignment above 3rd brace beam.
107 20053328 MIRZAPUR SUNAORA JJM SCHEME 20053328/01 Yes No No No Yes No Yes No No No No No No 1-Major honeycombing has been observed in 1st brace beam of Overhead Tank (OHT), indicating poor compaction and workmanship. 2-Shuttering ply has been embedded between OHT Column and Tie beam junction. 3-Visible structural cracks have been observed in vertical wall and walkway slab, indicating potential weakness. 4-Bulging and surface unevenness observed on the vertical wall. 5-Deviation observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer. 6-Cracks have been observed in boundary wall panels, indicating poor workmanship.
108 20017190 MIYANPUR JJM SCHEME 20017190/01 No Yes No No Yes No Yes No No No No No No 1-By visual inspection, OHT columns appears to be not in proper vertical alignment. 2-During the site visit, it was observed that the staircase slab has not been constructed as per the approved structural drawing. 3-Deviation has been observed in cross-section size of ring beam compared to approved drawings, which may affect structural alignment and load transfer. 4-During the site visit, seepage was observed in the conical wall of the OHT.
109 20023884 MOHAMMADAPUR JJM SCHEME 20023884/01 No Yes No No No No Yes No No No No No No 1-By visual inspection, OHT column appears to be not in proper alignment. 2-Staircase steps are damaged, and finishing is not proper. 3-ZAT slab side RCC grouting is not done / gaps observed. 4-DI pipe clamping arrangement is not proper as per standard practice.
110 20053097 MOHAMMADPUR MAHEWA AND RUDARPUR KALAN JJM SCHEME 20053097/01 No Yes No No No No Yes No No No No No No 1-The DI pipe has been routed by breaking the staircase beam, which is not as per approved drawings and standard construction practice. 2-Visible structural multiple cracks have been observed in OHT staircase beam, staircase landing, and walkway slab, indicating potential weakness. 3-OHT columns have been found misaligned (not in plumb), indicating deviation from vertical alignment tolerances. 4-The DI pipe has not been properly fixed with an adequate thrust block. 5-Rusting has been observed on the DI pipe surface.
111 20010818 MUSHEPUR SCHEME 20010818/01 No No No No No No Yes No No No No No No 1-OHT Ring Beam Concrete Casting had been left incomplete in an unprofessional way which is totally unacceptable according to the civil engineering construction standards. 2-OHT Slab Reinforcement Placement: -As per engineering standards, the end of column steel bars should have been bent and placed inside & below the ring beam top reinforcement, but the contractor bent and placed the column end rebars above the beam top reinforcement in an unprofessional way - which is a serious structural deviation.
112 20033514 MUDANIZAM JJM SCHEME 20033514/01 Yes No No Yes No No No No No No No No No 1-Honeycombing has been observed at various locations in the OHT structure, which is not as per standard construction practices. 2-Reinforcement steel is visible in the OHT walkway slab and cylindrical wall at multiple locations, indicating inadequate cover and poor concreting.
113 20088022 MUKREHTA JJM SCHEME 20088022/01 Yes No No No No No No No No No No No No 1-Severe honeycombing observed in OHT slab beam with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency.
114 20061824 MURA DHAMU JJM SCHEME 20061824/01 No No No No Yes No No No No No No No Yes 1-Deviation has been observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer.
115 20059800 MURIA JJM SCHEME 20059800/01 No Yes No No No No No No No No No No No 1-By visual inspection, OHT columns appears to be not in proper vertical alignment.
116 20016599 MURTIHA JJM SCHEME 20016599/01 No No No Yes No No No No No No No No No 1-Steel reinforcement is visible in the 2nd and 3rd brace beam of the OHT.
117 20066892 ADLISHPUR JJM SCHEME 20066892/01 No Yes No No No No No No No No No No No Misalignment observed in 3rd brace beam of OHT, potentially impacting structural stability and load distribution.
118 20088743 ATRAULI JJM SCHEME 20088743/01 No Yes No No Yes No No No No No No No No 1.Deviation observed in cross-section size of ring beam compared to approved drawings, which may affect structural alignment and load transfer. 2.The ring beam of Overhead Tank (OHT) is misaligned, and constructed level is not as per approved drawing.