| S.No. | Scheme ID | Scheme Name | OHT Code | Non-Compliance | Compliance(Current Status) | Description
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|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 8362906 | BAKEWAR BUJURG | 8362906/01 | No | Yes | No | No | No | No | No | No | No | No | No | No | No | Vertical alignment and orientation of one of the column is not proper after 1st brace(Alignment/ verticality issue recommended for Total station method or Dismantle) | |||||||||||||
| 2 | 20000746 | Musarfa WSS Scheme | 20000746/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | In OHT brace beam severe crack has been observed. Kindly conduct NDT test of this member and rectify it.(NDT test performed on dated 16.07.2025. result found satisfactory) | ||||||||||||
| 3 | 20026275 | MALAKA | 20026275/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Seepage has been observed from the bottom dome of over head tank. | |||||||||||||
| 4 | 20033606 | Ojhi Kharagsenpur | 20033606/01 | Yes | Yes | No | Yes | Yes | No | No | No | No | No | No | No | No | 1.Shape of Column has not been found as per drawing.(recommendation for reconstruct as per design and drawing) 2.Steel bars have been exposed at the bottom surface of top ring beam. 3.Undulation has been found at the cylindrical wall . And also not observed vertically aligned.(recommended repairing & dismantle) 4.Steel bars have been exposed at the junction point of conical wall and cantilever beam for staircase.(recommended for NDT test after repairing/dismantle) 5.Hollow space observed between the beam and landing slab of staircase. While should have been casted together.(recommended for NDT test after repairing/dismantle) 6.Steel bars have been exposed at the bottom surface of walkway.(recommended for NDT test after repairing/dismantle) | |||||||||||||
| 5 | 20058666 | ALAMPUR,MATHURAPUR | 20058666/01 | No | Yes | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Resolved | 1.It has been observed that cylindrical wall of OHT not aligned properly during site visit.(Alignment checked and found ok) 2.Water seepage has been occurred from the conical dome.(surface sealing and water proofing) | |||||||||||
| 6 | 20061187 | Kudwari | 20061187/01 | Yes | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | 1.Honeycomb has been found in many places of bottom dome. which is not acceptable as per IS code 456:2000(NDT test conducted on dated 16.08.2025. found satisfactory) 2.Crack has been developed at the top surface of staircase landing. | ||||||||||||
| 7 | 20061197 | Bahera sadat | 20061197/01 | No | No | No | Yes | No | No | No | No | No | No | No | No | No | Resolved | Steel bar exposed and concrete pouring was not done properly at the junction of walkway slab and column.(NDT test has been performed) | ||||||||||||
| 8 | 20063827 | KHEIRAI | 20063827/01 | No | No | No | No | Yes | No | No | No | No | No | No | No | No | Resolved | The overlap has not been provided by TKC as per approved drawing at top of bottom ring beam of OHT at site. It should be provide at mid span of beam as per approved drawing. ( overlap has been provided as per approved drawing at top of bottom ring beam of OHT) | ||||||||||||
| 9 | 20063840 | Tani water supply scheme | 20063840/01 | No | No | No | No | Yes | No | No | No | No | No | No | No | No | Steel bars has been cut at face of column which were left for staircase reinforcement. It is difficult to provide another steel bars. Take corrective action regarding this issues.(Recommended dismantling/ Rebaring of steel/ coupling of steel bar.) | |||||||||||||
| 10 | 20101120 | Saray Udai | 20101120/01 | No | No | No | No | Yes | No | No | No | No | No | No | No | No | Steel bars of OHT staircase at plinth level have been cut. It is difficult to provide steel bars with proper development length. It's suggested to TKC representative kindly take corrective action.(Recommended Rebaring of steel/ coupling of steel bar.) | |||||||||||||
| 11 | 20016855 | BAVANRA | 20016855/01 | No | Yes | No | No | No | No | No | No | Yes | No | No | Yes | No | it has been observed that the verticality of column below 2nd brace beam has not been found properly at site. | |||||||||||||
| 12 | 20026703 | DAVATPUR | 20026703/01 | No | Yes | No | No | No | No | No | No | No | No | No | No | No | Resolved | Sagging has been observed in the first brace beam of OHT. | ||||||||||||
| 13 | 20063860 | DHAMINA | 20063860/01 | No | No | No | No | Yes | No | No | No | Yes | No | No | Yes | No | Resolved | Resolved | Resolved | Distance b/w column to column not found equal for every column.(All column of OHT dismantled) | ||||||||||
| 14 | 20026697 | PAHARDPUR | 20026697/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 15 | 8360138 | Sarsai Buzurg | 8360138/01 | No | No | No | No | Yes | No | No | No | No | No | No | No | No | Reinforcement of beam has not been overlapped at corner joint of the beam. | |||||||||||||
| 16 | 8360197 | Narauli Khurd | 8360197/01 | No | Yes | No | No | No | No | No | No | No | No | No | No | No | Resolved | As per visual inspection it has come to our notice that the verticality of Over Head Tank is improper. TKC is instructed to take necessary steps in this regard.(by plumbing verticality check found ok) | ||||||||||||
| 17 | 8360213 | Chakheri | 8360213/01 | No | No | No | No | Yes | No | No | No | No | No | No | No | No | Many numbers of steel bars of column of OHT has been cut at plinth level . It is difficult to provide steel bar with proper development length . Take corrective action regarding this and dont do further work on OHT before rectification of this critical issue.(Recommended dismantling) | |||||||||||||
| 18 | 8361237 | Jagannathpur | 8361237/01 | No | Yes | No | No | No | No | No | No | Yes | No | No | Yes | No | 3rd lift column above 2nd brace beam was found tilted. Dismantle the column and reconstruct it properly.(Recommended for dismantle last lift of column) | |||||||||||||
| 19 | 20026270 | FATEHPUR MATIYA | 20026270/01 | No | No | Yes | No | No | No | No | No | No | No | No | No | No | Resolved | The compressive strength test of concrete cube of bottom dome at 28 days has been found failed as per Cl. 16.1 IS 456 : 2000. Kindly conduct NDT test as per guideline.( NDT test has been performed) | ||||||||||||
| 20 | 8360134 | Samerahta | 8360134/01 | No | No | No | Yes | No | No | No | No | No | No | No | No | No | Steel bars have been exposed and severe honeycomb has been developed in the bottom dome of OHT. | |||||||||||||