| 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 | 20070441 | DARIGAPUR WATER SUPPLY Merge SCHEME | 20070441/01 | Yes | No | No | No | No | No | No | No | No | No | No | No | No | Significant honeycombing has been found on the OHT structure | |||||||||||||
| 2 | 20069346 | ONAIY JANGAL WATER SUPPLY SCHEME | 20069346/01 | No | Yes | No | No | No | No | No | No | No | No | No | No | No | lt has been observed that the column above 1't brace beams have undergone extensive repairs and are misaligned. | |||||||||||||
| 3 | 20067268 | SEWALPUR WATER SUPPLY SCHEME | 20067268/01 | Yes | No | No | No | No | No | No | No | No | No | No | No | No | Steel reinforcement is exposed at the bottom of the OHT 3rd brace beam, and honeycombing is also observed in the concrete, which may affect durability and structural performance. | |||||||||||||
| 4 | 20065980 | HARDI Water Supply Scheme | 20065980/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Due to prolonged stoppage of work and the presence of a nearby high-tension electrical line, rusting has been observed on the reinforcement of the OHT columns. This condition poses both quality and safety concerns | |||||||||||||
| 5 | 20078774 | KRISHNAPUR TALA WATER SUPPLY SCHEME | 20078774/01 | No | Yes | No | No | No | No | No | No | No | No | No | No | No | From visual inspection,2 nos of columns appears to be misaligned. | |||||||||||||
| 6 | 20069484 | KEWALPUR MAFI WATER SUPPLY MERGE SCHEME | 20069484/01 | No | Yes | No | No | No | No | No | No | No | No | No | No | No | From visual inspection, the column appears to be misaligned. The change in its profile and the eccentricity near the beam connection suggest that the column may not be perfectly vertical or centered. | |||||||||||||
| 7 | 20067405 | JASUALI WATER SUPPLY SCHEME | 20067405/01 | No | No | No | Yes | No | No | No | No | No | No | No | No | No | Reinforcement bars are exposed in slab and slab beam. | |||||||||||||
| 8 | 20068493 | DHURAYEE WATER SUPPLY SCHEME | 20068493/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | 1.The reinforcement bars were thoroughly cleaned using wire brushes to remove loose rust, scale, and foreign materials. 2.After proper surface preparation, Nito Zinc Primer was applied as per manufacturer’s specifications | ||||||||||||
| 9 | 20059073 | Ranapur Urf Pahrauli WATER SUPPLY SCHEME | 20059073/01 | No | No | No | No | Yes | No | No | No | No | No | No | No | No | Resolved | Rectification has been carried out by dismantling the incorrect lap locations and correcting the lapping positions as per approved drawings. Rusted reinforcement bars were properly cleaned, and Nito Zinc Primer was applied before restarting the work. | ||||||||||||
| 10 | 20092603 | ATARHAR WSS | 20092603/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | 1.The reinforcement bars were thoroughly cleaned using wire brushes to remove loose rust, scale, and foreign materials. 2.After proper surface preparation, Nito Zinc Primer was applied as per manufacturer’s specifications | ||||||||||||
| 11 | 20067443 | CHAUNIYA WATER SUPPLY SCHEME | 20067443/01 | No | No | Yes | No | No | No | No | No | No | No | No | No | No | Resolved | An Ultrasonic Pulse Velocity (UPV) test was conducted in the presence of the TPIA representative, and the results were found to be satisfactory, confirming the quality and integrity of the repaired concrete. | ||||||||||||
| 12 | 20098506 | GHURHAT WSS | 20098506/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | 1.The reinforcement bars were thoroughly cleaned using wire brushes to remove loose rust, scale, and foreign materials. 2.After proper surface preparation, Nito Zinc Primer was applied as per manufacturer’s specifications | ||||||||||||
| 13 | 20066012 | BAGAHA Water Supply Scheme | 20066012/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | 1.The reinforcement bars were thoroughly cleaned using wire brushes to remove loose rust, scale, and foreign materials. 2.After proper surface preparation, Nito Zinc Primer was applied as per manufacturer’s specifications | ||||||||||||
| 14 | 20059849 | LODIPUR WATER SUPPLY SCHEME | 20059849/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | 1.The reinforcement bars were thoroughly cleaned using wire brushes to remove loose rust, scale, and foreign materials. 2.After proper surface preparation, Nito Zinc Primer was applied as per manufacturer’s specifications. | ||||||||||||
| 15 | 20059882 | KAHUWA WATER SUPPLY SCHEME | 20059882/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | 1.The reinforcement bars were thoroughly cleaned using wire brushes to remove loose rust, scale, and foreign materials. 2.After proper surface preparation, Nito Zinc Primer was applied as per manufacturer’s specifications | ||||||||||||
| 16 | 20059630 | SAWAYYA RAJE WATER SUPPLY SCHEME | 20059630/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | 1.The reinforcement bars were thoroughly cleaned using wire brushes to remove loose rust, scale, and foreign materials. 2.After proper surface preparation, Nito Zinc Primer was applied as per manufacturer’s specifications. | ||||||||||||
| 17 | 20066009 | ATAURA KHURD Water Supply Scheme | 20066009/01 | No | Yes | No | No | No | No | No | No | No | No | No | No | No | Resolved | Rectification has been carried out by dismantling the misaligned portions of the brace beams and reconstructing them as per the approved drawings and required alignment. Necessary quality checks were performed during reconstruction, and the overall alignment of the brace beams is found satisfactory. | ||||||||||||
| 18 | 20059173 | KALIKPUR KALA WATER SUPPLY SCHEME | 20059173/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | It was observed that the stair flight was cut during the installation of the Dl pipe, but the damaged portion has not been repaired. The Gl pipe joint appears cracked/damaged at the threaded connection and the supporting MS angle shows significant rusting, indicating improper joint fixing and lack of protective coating. The beam is not aligned properly due to incorrect shuttering placement, resulting in visible deviation from the intended alignment | |||||||||||||
| 19 | 20098488 | VISHUN PUR WSS | 20098488/01 | No | No | Yes | No | No | No | No | No | No | No | No | No | No | Resolved | An Ultrasonic Pulse Velocity (UPV) test was conducted in the presence of the TPIA representative, and the results were found to be satisfactory, confirming the quality and integrity of the repaired concrete. | ||||||||||||
| 20 | 20093254 | BHAWANIPUR1 Water Supply Scheme | 20093254/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | 1.The reinforcement bars were thoroughly cleaned using wire brushes to remove loose rust, scale, and foreign materials. 2.After proper surface preparation, Nito Zinc Primer was applied as per manufacturer’s specifications. | ||||||||||||
| 21 | 20078815 | BAIRAMPUR WATER SUPPLY MERGE SCHEME | 20078815/01 | No | Yes | No | No | No | No | No | No | No | No | No | No | No | Resolved | Dismantling of OHT Columns work in progress. | ||||||||||||
| 22 | 20059703 | RAJAPUR CHAK BIBI WATER SUPPLY SCHEME | 20059703/01 | No | Yes | No | No | No | No | No | No | No | No | No | No | No | Significant honeycombing has been observed in the OHT Column and Cracks were found in the column, and it appears to have been repaired. Additionally, the column size does not match the dimensions shown in the drawing | |||||||||||||
| 23 | 20059187 | Khanpur Urf Birbhanpur WATER SUPPLY SCHEME | 20059187/01 | No | Yes | No | No | No | No | No | No | No | No | No | No | No | The alignment of one column was not found in plumb . | |||||||||||||
| 24 | 20058996 | KAIRAWA WATER SUPPLY SCHEME | 20058996/01 | Yes | No | No | No | No | No | No | No | No | No | No | No | No | Resolved | Honeycombing was repaired by applying Nitobond as a bonding agent, filling cavities with Conbextra GP2. 2.After proper curing, an Ultrasonic Pulse Velocity (UPV) test was conducted | ||||||||||||
| 25 | 20093314 | BAHERAWA Water Supply Scheme | 20093314/01 | Yes | No | No | No | No | No | No | No | No | No | No | No | No | Resolved | Honeycombing was repaired by applying Nitobond as a bonding agent, filling cavities with Conbextra GP2. 2.After proper curing, an Ultrasonic Pulse Velocity (UPV) test was conducted | ||||||||||||
| 26 | 20065908 | THULWASA Water Supply Scheme | 20065908/01 | Yes | No | No | No | No | No | No | No | No | No | No | No | No | Resolved | 1. Honeycombing was repaired by applying Nitobond as a bonding agent, filling cavities with Conbextra GP2. 2.After proper curing, an Ultrasonic Pulse Velocity (UPV) test was conducted. | ||||||||||||
| 27 | 20059726 | MAJHIGAVAN KARAN WATER SUPPLY SCHEME | 20059726/01 | No | No | No | Yes | No | No | No | No | No | No | No | No | No | Resolved | 1. Honeycombing was repaired by applying Nitobond as a bonding agent, filling cavities with Conbextra GP2. 2.After proper curing, an Ultrasonic Pulse Velocity (UPV) test was conducted. | ||||||||||||
| 28 | 20074530 | GODWARA Water Supply Scheme | 20074530/01 | No | No | No | No | No | Yes | No | No | No | No | No | No | No | Resolved | The leakage observed in the Zinc–Alum water storage tanks has been successfully rectified. All seepage points were identified and repaired by tightening/replacing bolts, installing new neoprene/rubber washers, and applying food-grade internal sealant and external waterproof sealant to the affected joints. Stagnant water around the tank base was removed, the slab surface was cleaned and restored, and necessary waterproofing was carried out to prevent future seepage. | ||||||||||||