| 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 | 20092785 | Firozpur WS | 20092785/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | |||||||||||||
| 2 | 20093632 | Nasartha WS | 20093632/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | |||||||||||||
| 3 | 20092676 | Sudaw WS | 20092676/01 | No | No | No | No | Yes | No | No | No | No | No | No | No | No | Resolved | |||||||||||||
| 4 | 20096777 | Khuchama WS | 20096777/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | |||||||||||||
| 5 | 20092657 | Majhawar Khas WS | 20092657/01 | No | No | No | No | No | No | No | No | No | No | Yes | No | No | Resolved | |||||||||||||
| 6 | 20101471 | Rampur WS | 20101471/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | The slab was broken to facilitate the installation of the DI pipe. However, the necessary grouting and sealing around the pipe have not been carried out. As a result, the structural integrity of the slab remains compromised, and the area is susceptible to water leakage and potential deterioration. | |||||||||||||
| 7 | 20095077 | Deori Kalan WS | 20095077/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | As per IS 456:2000 and standard structural engineering specifications, lapping in top main reinforcement bars should not be placed near support zones / column junctions where maximum negative bending moment occurs. Lapping must be provided at or near mid-span. | |||||||||||||
| 8 | 20093640 | Pandi WS | 20093640/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | Chipping has been observed in the OHT column, resulting in a reduction in its cross-sectional diameter. This may compromise the structural integrity and load-carrying capacity of the column. | |||||||||||||