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 20086161 AGRA JJM SCHEME 20086161/01 No No No No No No Yes No No No No No No 1-Water stagnation was observed inside the OHT raft foundation. The agency engineer was clearly instructed to remove the accumulated water completely and proceed with concrete casting only after proper dewatering and inspection clearance. 2-Cover blocks were not placed properly at site. 3-Material test reports and approved drawing (hard copies) were not available at site during inspection. 4-During casting, the slump test was conducted twice; in the first test, the slump value was found to be 170 mm, whereas in the second test, zero slump was observed, which is also unsatisfactory. 5-It is a matter of serious concern that concrete casting of the OHT raft was carried out without rectification of the above observations and without inspection approval. Further, an RFI for column up to GL level was raised on 03 February 2026, which is procedurally incorrect and unacceptable, as the raft-related observations were not closed prior to proceeding with subsequent construction activities and all ongoing and further works are hereby stopped with immediate effect.
2 20086024 AINTHPUR, MARAUCHA, JJM SCHEME 20086024/01 No Yes No No No No No No No No No No No 1-Three OHT columns found misaligned, indicating deviation from vertical alignment tolerances.
3 20024689 ALLIPUR JJM SCHEME LK090 No No No Yes No No No No No No No No No 1-Projected rebars in Overhead Tank (OHT) Cylindrical wall were found heavily rusted. The construction work of OHT has been halted at Vertical wall for approximately 10-12 months.
4 20067773 Allipur, Behta JJM SCHEME 20067773/01 No No No No Yes No Yes No No No No No No 1-Deviation observed in staircase final lift beam compared to approved drawings, which may affect structural alignment and load transfer. 2-OHT top dome repairing, finishing, and painting work is pending. 3-Extra reinforcement steel is visible in the container wall.
5 20024687 UMARA JJM SCHEME LK025 No Yes No No No Yes No No No No No No No 1-Most of the beams are misaligned. Centre axis of column and beams are not coinciding. 2-Two columns are found to be out of plumb (vertically misaligned). 3-Overflow pipe is found to be misaligned.
6 20067778 Ambara ,Muda Bijurg JJM SCHEME 20067778/01 Yes Yes No No No No No No No No No No No 1-Major honeycombing observed in 1st brace beam of Overhead Tank (OHT), indicating poor compaction and workmanship. 2-OHT column found misaligned (not in plumb), indicating deviation from vertical alignment.
7 20062818 AMBUPUR BAHARWA JJM SCHEME LK005 No No No No No Yes Yes No No No No No No 1-Visible structural crack seen in OHT walkway slab & staircase, indicating potential weakness. 2-Shuttering material has been found embedded at the column and beam junction. 3-The ZnAl tank grouting work has not been completed, and bulging has been observed on the tank surface.
8 20029746 ASOUWA & SISNOUR JJM SCHEME LK089 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.
9 20067537 Atariya JJM SCHEME 20067537/01 No Yes No No No No No No No No No No Yes 1-By visual inspection, OHT columns appears to be not in proper vertical alignment.
10 20052062 BABARPUR JJM SCHEME 20052062/01 No Yes No Yes No No No No No No No No No 1-Projected rebars in Overhead Tank (OHT) Column were found heavily rusted above 1st brace beam . The construction work of OHT has been halted at 1st brace beam for approximately 10-12 months. 2-Two OHT columns have been found misaligned (not in plumb), indicating deviation from vertical alignment.
11 20096948 BAMNAGAR JJM SCHEME 20096948/01 No No No No Yes No No No No No No No No 1-Deviation in the cross-section size of column and beam at junctions below slab level, which may adversely affect structural alignment and load transfer.
12 20024490 BEHDA JJM SCHEME 20024490/01 Yes No No No No No No No No No No No No 1-Major honeycombing observed in OHT columns, indicating poor workmanship and inadequate compaction.
13 20038415 BEHDA MULTAN JJM SCHEME 20038415/01 No Yes No Yes No No Yes No No No No No Yes 1-By visual inspection, OHT columns appears to be not in proper vertical alignment. 2-A serious non-compliance has been observed in the OHT staircase construction. The reinforcement of the staircase beam at the 2nd and 3rd lifts was cut, and casting was carried out by adding steel without prior approval and without raising an RFI. After de-shuttering, the staircase has been found tilted and showing noticeable movement, indicating structural instability and a significant safety risk. 3-Improper bamboo shuttering has been used instead of standard formwork in the OHT structure. 4-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.
14 20028049 BHADAURA JJM SCHEME 20028049/01 Yes 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. 2-Major honeycombing has been observed in staircase waist slab of Overhead Tank (OHT), indicating poor compaction and workmanship.
15 20052127 BHADEHIA JJM SCHEME LK047 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.
16 20062907 Bhatpurwa Kalan & bhinjha JJM SCHEME 20062907/01 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 12-14 months.
17 20086187 DALRAJPUR JJM SCHEME LK062 No No Yes No No No No No No No No No No 1-During 28-day cube testing of M-30 grade concrete for the OHT slab at VTL laboratory, it was observed that 6 out of 9 cube specimens did not fall within the acceptance strength range, indicating failure of the cube test.
18 20086148 Dhundha Kalan,Jamdari JJM SCHEME 20086148/01 No Yes No No Yes No Yes No No No No No Yes 1-Two OHT columns have been found misaligned (not in plumb) above 2nd brace beam, indicating deviation from vertical alignment tolerances. 2-Deviation observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer. 3-Leakage has been observed in the ZnAl tank, and the tank nuts and bolts are found rusted.
19 20035206 DURGAPUR PADARI JJM SCHEME LK043 No No No No Yes Yes No No No No No No Yes 1-Deviation observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer. 2-ZnAl tank nuts and bolts are found rusted.
20 20021253 GANGAPUR GRANT JJM SCHEME 20021253/01 No Yes No Yes No No Yes No No No No No Yes 1-Projected rebars in Overhead Tank (OHT) Column were found heavily rusted. The construction work of OHT has been halted at above 3rd brace beam for approximately 12-14 months. 2-During site visit It has been observed staircase slab of OHT has been cast with a thickness of approximately 40-50 mm, which is significantly less than 130 mm thickness specified in approved structural drawing. 3-Misalignment observed in 3rd brace beam of OHT, potentially impacting structural stability and load distribution.
21 20062828 GAURA JJM SCHEME 20062828/01 No No No No No Yes No No No No No No Yes 1-ZnAl tank grouting work below the ZAT supports and along the slab side has not been carried out. 2-Misalignment has been observed in the OHT washout DI pipe. 3-Heavy rust has been observed on the nuts and bolts of the ZnAl tank. 4-OHT DI pipe has been installed without providing proper clamping.
22 20032008 GHUNSI, MUNDAPASI & SEHARUWA JJM SCHEME 20032008/01 No Yes No No No Yes No No No No No No Yes 1-Ground Level (GL) brace beam of OHT found out of alignment and not in level. 2-OHT column has found misaligned (not in plumb), indicating deviation from vertical alignment tolerances. 3-Rust has formed on the nuts and bolts of the zinc aluminum tank, and some bolts at the tank base don't meet the clearance length specified in the drawing 4-Grouting is required at the base of the zinc tank because there is a gap between the slab and the wall sheet, and the slab is not level. 5-The zinc alum tank’s wall sheet is misaligned, with uneven bulging in and out. 6-The nut attached to the hold-down bracket is not tightened properly.
23 20096815 GULRA JJM SCHEME LAK082 No Yes No No Yes Yes 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. 2-By visual inspection, OHT column appears to be not in proper alignment. 3-Slab load-bearing capacity has been reduced around the manhole. 4- Zn-Al tank MS nuts and bolts are severely rusted. 5-Grouting work remains incomplete. 6-The anchor bolts are not fixed properly.
24 20030236 HARDI & KHAGIYAPYR & KESHWAPUR KHURD JJM SCHEME 20030236/01 No Yes No No No No Yes No No No No No No 1-Visible structural crack seen in staircase and walkway slab, indicating potential weakness. 2-OHT column has been found misaligned (not in plumb), indicating deviation from vertical alignment.
25 20024623 HARI NAGAR GRANT JJM SCHEME 20024623/01 No Yes No No No No Yes No No No No No Yes 1-OHT 3rd brace beam casting work was completed 3 months ago; however, the shuttering has not been removed yet. 2-Misalignment has been observed in Staircase 3rd & 4th brace beam of OHT, potentially impacting structural stability and load distribution. 3-By visual inspection, one OHT column appears to be not in proper alignment.
26 20027925 JEGNAHA KHANAPUR JJM SCHEME 20027925/01 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.
27 20096813 JANGLE NO 13 JJM SCHEME 20096813/01 Yes Yes No No No No Yes No No No No No No 1-Shuttering ply has been embedded between OHT Column and Tie beam junction. 2-Major honeycombing observed in brace beam of Overhead Tank (OHT), indicating poor compaction and workmanship. 3-Centre alignment discrepancy has been observed at the column and tie beam junction; the tie beam is not properly cantered on the column.
28 20096814 KHAMAREYA JJM SCHEME LAK081 No Yes No No No No Yes No No No No No No 1-Two no’s Over Head Tenk (OHT) columns have found misaligned (not in plumb), indicating deviation from vertical alignment. 2-The Zn-Al storage tank grouting work has not been executed, resulting in improper anchorage and potential instability.
29 20035700 KIRTAPUR & DEWAPUR JJM SCHEME 20035700/01 No No No No No Yes No No No No No No No 1-Zinc tank liner is found damaged.
30 20067499 Koriya Loharama, Budheli Nankar , Jamunaha JJM SCHEME 20067499/01 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.
31 20067527 Lagadahan,Paraspur JJM SCHEME 20067527/01 No Yes No No Yes No No No No No No No No 1-Three OHT columns found misaligned (not in plumb), indicating deviation from vertical alignment tolerances. 2-Misalignment observed in brace beam of OHT, potentially impacting structural stability and load distribution. 3-Deviation observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer.
32 20042302 LAGUCHA & SHIVPURI JJM SCHEME 20042302/01 No No No No No No Yes No No No No No No 1-The requirement of conducting a test pile for the OHT foundation under JJM-III works has not been complied with at site.
33 20096921 LAKHIMPUR DEHATJJM SCHEME 20096921/01 No No No Yes No No No No No No No No No 1-Column end reinforcement bars have not been properly bent and tied inside the OHT slab ring beam. As per site observations the column reinforcement had been cut and left above the slab top layer rebars, which is not in accordance with IS 456:2000 and IS 2502:1963 provisions for proper anchorage and continuity of reinforcement.
34 20062851 Lakhpera & Khanwapur JJM SCHEME 20062851/01 No No No No Yes No Yes No No No No No Yes 1-Deviation observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer. 2-The staircase 3rd landing beam slab area surface has not been finished to proper level, and uneven slope.
35 20086020 MAHANGAPUR JJM SCHEME 20086020/01 No Yes No No No Yes No No No No No No No 1-By visual inspection, OHT column appears to be not in proper alignment. 2-Water is leaking continuously from Zinc Aluminium tank of OHT. 3-Anchor volt needs to be attained. 2-Gap is observed in the hold down bracket and slab Surface. 3- The zinc alum tank’s wall sheet is misaligned, with uneven bulging in and out. 4-The nut bolt in DI pipe is rusting, it should be replaced with GI nut bolts 5-Rust has formed on the nuts and bolts of the zinc aluminum tank, and some bolts at the tank base don't meet the clearance length specified in the drawing 6-Grouting is required at the base of the zinc tank because there is a gap between the slab and the wall sheet, and the slab is not level.
36 20067337 Mahurena & Kakori JJM SCHEME 20067337/01 No No No Yes No No Yes 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. 2-The pump house veranda slab has found sag down or bend indicates poor workmanship or waterlogging.
37 20028089 MUNJHA JJM SCHEME 20028089/01 No Yes No No No No Yes No No No No No No 1-The ring beam of Overhead Tank (OHT) is misaligned, and constructed level is not as per approved drawing. 2-The Zn-Al storage tank grouting work has not been executed, resulting in improper anchorage and potential instability.
38 20062826 MIDANIYA GARHI JJM SCHEME LK057 No No No No No No Yes No No No No No No 1-During the site visit, it was observed that the staircase slab has not been constructed as per the approved structural drawing.
39 20024685 MOHBATEYA BEHAD JJM SCHEME 20024685/01 No Yes No No Yes No No No No No No No Yes 1-By visual inspection, OHT column appears to be not in proper 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.
40 20096947 MURAR KHEDA JJM SCHEME 20096947/01 No Yes No No No No No No No No No No No 1-Two OHT columns have been found misaligned (not in plumb) above 3rd brace beam, indicating deviation from vertical alignment.
41 20062871 Nari Behar JJM SCHEME LK037 No No No No No Yes Yes No No No No No No 1-ZnAl tank grouting work below the ZAT supports and along the slab side has not been carried out. 2-Leakage has been observed at the bottom slab side of the ZnAl tank. 3-The MS angle handrailing provided for the OHT walkway and staircase is heavily rusted. 4-Misalignment has been observed in the OHT washout DI pipe.
42 20067666 Pakriya,Gulriya Rengwa JJM SCHEME 20067666/01 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 6-8 months.
43 20038770 PARASAN JJM SCHEME LK024 Yes No No No Yes No No No No No No No No 1-Severe honeycombing has been observed in OHT column & Beam with exposed reinforcement, indicating inadequate concrete compaction and serious workmanship deficiency. 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.
44 20042314 PRATAPPUR & PARSHERA KALAN JJM SCHEME 20042314/01 Yes Yes No No No Yes Yes No No No No No No 1-By visual inspection, OHT columns appears to be not in proper vertical alignment. 2-Major honeycombing has been observed in slab of Overhead Tank (OHT), indicating poor compaction and workmanship. 3-Major cracks have been observed on both the top and bottom surfaces of the walkway slab. 4-Shuttering material has been found embedded at the column and ring beam junction. 5-The ZnAl tank grouting work has not been completed, and bulging has been observed on the tank surface.
45 20030274 RASOOLPUR JJM SCHEME LK056 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 12-14 months.
46 20067157 RAY PUR JJM SCHEME LK029 No Yes No No Yes No No No No No No No No 1-By visual inspection, OHT column appears to be not in proper 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.
47 20035978 SAMARDAHARI JJM SCHEME LK020 No No No No Yes No Yes 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. 2-OHT staircase 5th lift landing beam width and height have not been constructed as per approved drawing.
48 20085812 SARPATAHA JJM SCHEME LK067 No No No No No Yes No No No No No No Yes 1-ZnAl tank grouting work below the ZAT supports and along the slab side has not been carried out. Anchor bolt length not specified as per drawing. 2-All anchoring bolts are in rusted conditions. It should be GI as per approved QAP and also clamping work not done in DI pipe. 3- Proper support not provided in washout DI pipe. 4- All anchoring bolts are in rusted conditions. It should be GI as per approved QAP.
49 20067704 Sikatia Rumwapur,Mohamadpur JJM SCHEME 20067704/01 No No No No No No Yes No No No No No Yes 1-Despite clear instructions to replace oversized material and to conduct mandatory material testing before casting, the contractor neither replaced nor tested the material. Further, slab casting was carried out without material testing and without prior intimation, which amounts to gross negligence, deliberate violation of specifications, and breach of contractual obligations. 2-In the event of any structural failure in future arising from this OHT, the entire responsibility shall rest solely with the contractor agency.
50 20096807 SISOURA JJM SCHEME LAK083 No No No Yes No No No No No No No No No 1-It is observed that the reinforcement bars for the staircase landing beam have been taken out from the wrong side of the column, which is not in conformity with the approved structural drawings and design specifications.
51 20096943 SURJANPUR JJM SCHEME LK021 No No No No Yes Yes Yes No No No No No Yes 1-Heavy rust has been observed on the nuts and bolts of the ZnAl tank. 2-Deviation observed in cross-section size of column & beam at junctions compared to approved drawings, which may affect structural alignment and load transfer.
52 20052130 TIHULIA & BAKKHARI JJM SCHEME 20052130/01 No Yes No No No Yes No No No No No No No 1- Zinc Alum OHT DI pipes nut bolts found rusted. Nut bolt properly not fixed in the roof sheet. 2- Bolts injecting in the Zinc Alum Tank sheet, it also should be rectified. 3- All anchoring bolts are in rusted conditions. It should be GI as per approved QAP. 4- provided support at the base of the Inlet, outlet, and overflow DI pipe 5- DI pipes are not clamping, due to not proper clamping during water supply its vibration will be mode and unsafe. 6- The zinc alum tank’s wall sheet is misaligned, with uneven bulging in and out. 7- Dust inside the tank should be clean. 8- Gap is observed in between the zinc tank sheet and the slab surface. 9-Two no’s Over Head Tank (OHT) columns have found misaligned (not in plumb), indicating deviation from vertical alignment.
53 20086042 UDAIPUR MAHEWA JJM SCHEME LK069 No No No Yes No No No No No No No No No 1-OHT columns found minor misaligned (not in plumb), indicating deviation from vertical alignment tolerances.
54 20044249 UMARIYA & JIGANIYAN JJM SCHEME 20044249/01 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.