| 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 | 20088316 | SIPARI W/S SCHEME (HFCL) | 20088316/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation-"The provided development length of reinforcement was found to be insufficient and does not meet the prescribed specifications, which may compromise the structural integrity and load transfer efficiency. | ||||||||||||
| 2 | 20092034 | GOVINDPUR W/S SCHEME (HFCL) | 20092034/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation- Main bars of brace beam are merged at junction box which are not fit according to drawing. | ||||||||||||
| 3 | 20097691 | KHIJIRPUR W/S SCHEME (HFCL) | 20097691/01 | Yes | No | No | No | No | No | No | No | No | No | No | No | No | Resolved | TPI Observation- Honeycombing was observed in the column of OHT, indicating poor compaction or improper concrete placement, which may affect the structural integrity. Rectification Status- Rectified Observation- Honeycombing repaired by cement grouting. | ||||||||||||
| 4 | 20100544 | AMABANSI W/S SCHEME (HFCL) | 20100544/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation- Rusted reinforcement bars were being used in the Overhead Tank (OHT) construction. The use of corroded steel compromises the bond with concrete and adversely affects the structural strength and durability of the structure. Immediate corrective action . | ||||||||||||
| 5 | 20091456 | PATE PUR W/S SCHEME (HFCL) | 20091456/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation- The specified concrete cover of 50 mm was not maintained; only 25 mm cover was provided. This deviation from the design specification compromises durability and corrosion protection of the reinforcement, and must be rectified immediately." | ||||||||||||
| 6 | 20076123 | PAREWA W/S SCHEME (HFCL) | 20076123/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation- Rusted and corroded steel bars were being used for the OHT reinforcement work, which is against standard specifications and may compromise the structural integrity and durability of the structure. | ||||||||||||
| 7 | 20086391 | DHARI KHURD W/S SCHEME (HFCL) | 20086391/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation- Rusted steel reinforcement was used in the column, which may affect the bond strength with concrete and compromise the structural integrity. Rectification Status- Rectified Observation- Reinforcement is coated with cement slurry after instruction | ||||||||||||
| 8 | 20097093 | NEWADAA W/S SCHEME (HFCL) | 20097093/01 | No | Yes | No | No | No | No | No | No | No | No | No | No | No | Resolved | tpi Observation- OHT column and plinth beam are not in proper alignment. Honeycomb observed in OHT Column and plinth beam area. | ||||||||||||
| 9 | 20111029 | KHATIRPUR W/S SCHEME (HFCL) | 20111029/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation- Rusted reinforcement bars were used in column of OHT, which may adversely affect the bonding with concrete and the overall durability of the structure. Rectification Status- Rectified Observation- Photo of coating with anti-rust chemical provided by TKC. | ||||||||||||
| 10 | 20097769 | AHLADPUR W/S SCHEME (HFCL) | 20097769/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | tpi Observation- Reinforcement bar overlapping has not been executed as per the specified standards. Improper lapping may compromise the structural strength and durability of the component. Rectification is necessary to ensure compliance with IS codes and design requirement | ||||||||||||
| 11 | 20088188 | TODERPUR W/S SCHEME (HFCL) | 20088188/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation- 1. The cover block provided for the column reinforcement does not meet the specified thickness as per design and code requirements, which may lead to reduced durability and increased risk of reinforcement corrosion 2. Rusted steel was used in the OHT column reinforcement work works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | ||||||||||||
| 12 | 20094505 | KHANPUR RAGHUBAR RAI & KRITSINGH PUR W/S SCHEME (HFCL) | 20094505/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation- Hook bending of reinforcement bars at 135 degrees, as specified in IS 2502 and IS 456:2000, was not provided. This non-compliance may lead to inadequate anchorage and compromised structural integrity, particularly in seismic or high-stress zones." | ||||||||||||
| 13 | 20091435 | BELSARI W/S SCHEME (HFCL) | 20091435/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Rusted steel was used in the OHT raft casting reinforcement works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | ||||||||||||
| 14 | 20074381 | KANUWAN W/S SCHEME (HFCL) | 20074381/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation- The spacing of reinforcement steel bars was found to be inconsistent with the approved structural drawings. Such deviation may affect the structural performance and load distribution, and must be rectified to comply with design specifications. | ||||||||||||
| 15 | 20073704 | SUZNI PUR W/S SCHEME (HFCL) | 20073704/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation- 1. Proper bending of OHT column ring hook at 135 degrees was not provided. 2. Cover block of OHT raft foundation not provided as per specified thickness. | ||||||||||||
| 16 | 20097015 | MATH UCHORI W/S SCHEME (HFCL) | 20097015/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation- OHT Coloumn steel is found in damaged condition. | ||||||||||||
| 17 | 20073685 | KATGHRA W/S SCHEME (HFCL) | 20073685/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | TPI Observation- Rusted steel was used in the OHT reinforcement work works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | ||||||||||||
| 18 | 20086393 | UTTAMPUR W/S SCHEME (HFCL) | 20086393/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | Observation- During the inspection, reinforcement steel was observed getting rusted due to exposure to environmental conditions. This can compromise the bond with concrete and affect the structural durability if not addressed promptly. | |||||||||||||
| 19 | 20088552 | M RAFI ALIAS SHIVDASPUR W/S SCHEME (HFCL) | 20088552/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Observation- OHT Column steel found rusted. | |||||||||||||
| 20 | 20097737 | ALAMPUR & SONA W/S SCHEME (HFCL) | 20097737/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Observation- OHT Column steel found damage condition and all steel cut. | |||||||||||||
| 21 | 20088554 | KARAMPUR W/S SCHEME (HFCL) | 20088554/01 | Yes | No | No | No | No | No | No | No | No | No | No | No | No | Observation- Honeycomb visible in OHT Column area proper finishing required as per methodology. | |||||||||||||
| 22 | 20088202 | HASANPUR W/S SCHEME (HFCL) | 20088202/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Observation- OHT Column steel found Damage Condition and Steel Cut. | |||||||||||||
| 23 | 20086418 | TOKAWA W/S SCHEME (HFCL) | 20086418/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- OHT Ground brace beam Shuttering alignment not in center of column. | ||||||||||||
| 24 | 20086381 | MALA KHURD W/S SCHEME (HFCL) | 20086381/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Observation- Torq Rench Calibration certificate not available during inspection. | |||||||||||||
| 25 | 20088583 | DAULATPUR W/S SCHEME (HFCL) | 20088583/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Observation- OHT Column steel found rusted. | |||||||||||||
| 26 | 20091452 | MAKRSAN W/S SCHEME (HFCL) | 20091452/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Observation- OHT Column steel found damage Condition | |||||||||||||
| 27 | 20097760 | CIPAH W/S SCHEME (HFCL) | 20097760/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Observation- Overlapping found 400mm instead 800 at 1st brace beam | |||||||||||||
| 28 | 20097687 | BARAR & JANUPUR W/S SCHEME (HFCL) | 20097687/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Radial bars has been not provided at inner and outer portion according to specifications | ||||||||||||
| 29 | 20086255 | CHITORA W/S SCHEME (HFCL) | 20086255/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Observation- OHT Column steel found rusted. | |||||||||||||
| 30 | 20086199 | TARAW W/S SCHEME (HFCL) | 20086199/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | Observation- OHT Column steel found rusted. | |||||||||||||
| 31 | 20100562 | PIPNAR W/S SCHEME (HFCL) | 20100562/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | Observation- Proper support with Shuttering required in OHT Column works. | |||||||||||||
| 32 | 20100531 | HUSAYPUR W/S SCHEME (HFCL) | 20100531/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Rusted steel was used in the OHT first brace beam of column works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | ||||||||||||
| 33 | 20087154 | BIJAHARA W/S SCHEME (HFCL) | 20087154/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Rusted steel was used in the OHT first brace beam of coloumn works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | ||||||||||||
| 34 | 20086449 | MARDANPUR W/S SCHEME (HFCL) | 20086449/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Rusted steel was used in the OHT Plinth beam . This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | ||||||||||||
| 35 | 20075253 | KHETAABPUR W/S SCHEME (HFCL) | 20075253/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Rusted steel was used in the OHT Plinth beam. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | ||||||||||||
| 36 | 20092082 | TARKA & AMAROPUR W/S SCHEME (HFCL) | 20092082/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Ring beam Steel binding is not found as per drawing. Stirrups of the beam not hold with main bar of the beam. | ||||||||||||
| 37 | 20092051 | TISAURI W/S SCHEME (HFCL) | 20092051/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation-. Rusted steel was used in the OHT Raft column works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability 2. Rusted steel was used in the OHT Raft works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | ||||||||||||
| 38 | 20086444 | BHALA W/S SCHEME (HFCL) | 20086444/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Rusted steel was used in the OHT Brace beam works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability. | ||||||||||||
| 39 | 20106928 | USIA W/S SCHEME (HFCL) | 20106928/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Rusted steel was used in the OHT column works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | ||||||||||||
| 40 | 20088383 | LOHWA & HAZIPUR BARESAR & HASANPUR GAURA W/S SCHEME (HFCL) | 20088383/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- The beam of the OHT raft has been observed to be in an undulated shape. | ||||||||||||
| 41 | 20102083 | PURAN PUR W/S SCHEME (HFCL) | 20102083/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Rusted steel was used in the OHT slab casting works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability. | ||||||||||||
| 42 | 20088204 | DUDHAURA W/S SCHEME (HFCL) | 20088204/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Segregation was observed during concrete casting. | ||||||||||||
| 43 | 20093397 | CHAITHO BANDH W/S SCHEME (HFCL) | 20093397/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Segregation was observed during concrete casting | ||||||||||||
| 44 | 20074355 | BAHRAMPUR W/S SCHEME (HFCL) | 20074355/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Rusted steel was used in the OHT column works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | ||||||||||||
| 45 | 20086359 | ENDRAPUR CHHIRI W/S SCHEME (HFCL) | 20086359/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Rusted steel was used in the OHT plinth beam. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability. 2. OHT plinth beam shuttering is not aligned. 3. Rusted steel was used in the OHT column works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | ||||||||||||
| 46 | 20086345 | OTANA W/S SCHEME (HFCL) | 20086345/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- During the inspection of the OHT (Overhead Tank) column ring reinforcement work, it was observed that proper binding of ring hooks at 135 degrees was not provided as per standard detailing requirements. | ||||||||||||
| 47 | 20073711 | CHOKARI_W/S_SCHEME | 20073711/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- During the inspection of the OHT (Overhead Tank) column ring reinforcement work, it was observed that proper binding of ring hooks at 135 degrees was not provided as per standard detailing requirements. | ||||||||||||
| 48 | 20088191 | POOTA W/S SCHEME (HFCL) | 20088191/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Staggered bars were not used for lapping, which is against standard reinforcement practices. Spacing of Slab Steel Bars Not as per Approved Drawing | ||||||||||||
| 49 | 20086196 | VASILA & JAGMAL ZOT W/S SCHEME (HFCL) | 20086196/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | Observation- Rusted steel was used in the OHT coloumn reinforcement works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | |||||||||||||
| 50 | 20097732 | PAHARPUR TAUFIR W/S SCHEME (HFCL) | 20097732/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Alignment of the brace beam has not been executed as per design specifications. This misalignment can lead to structural inefficiency and potential stability concerns in the OHT framework. | ||||||||||||
| 51 | 20088558 | UCHORI W/S SCHEME (HFCL) | 20088558/01 | Yes | No | No | No | No | No | No | No | No | No | No | No | No | Resolved | Observation- Honeycomb visible in OHT Column area, proper finishing is required. | ||||||||||||
| 52 | 20086408 | SARAI BAHADUR W/S SCHEME (HFCL) | 20086408/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- Rusted steel was used in the OHT raft column reinforcement works. This compromises the bonding between concrete and steel and poses a serious risk to structural integrity and durability | ||||||||||||
| 53 | 20100532 | CHAK MUKURI BAREJPUR W/S SCHEME (HFCL) | 20100532/01 | No | No | No | No | No | No | Yes | No | No | No | No | No | No | Resolved | Observation- A visible crack has been observed on the OHT column. | ||||||||||||
| 54 | 20086425 | BURANPUR W/S SCHEME (HFCL) | 20086425/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 55 | 20086281 | ODASAN W/S SCHEME (HFCL) | 20086281/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 56 | 20100536 | SALEMPUR BAGHAI W/S SCHEME (HFCL) | 20100536/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 57 | 20074299 | DEVAPAR W/S SCHEME (HFCL) | 20074299/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 58 | 20100552 | CHAK PAHAR M.MURTAJPUR W/S SCHEME (HFCL) | 20100552/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 59 | 20097674 | CHAK JAINAB W/S SCHEME (HFCL) | 20097674/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 60 | 20075421 | JAHNI W/S SCHEME (HFCL) | 20075421/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 61 | 20088257 | GOPALPUR W/S SCHEME (HFCL) | 20088257/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 62 | 20076400 | SHAHPUR & MURERA BUZURG W/S SCHEME (HFCL) | 20076400/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 63 | 20073819 | AARIPUR W/S SCHEME (HFCL) | 20073819/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 64 | 20088430 | JAIRAMPUR MANGWAL W/S SCHEME (HFCL) | 20088430/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 65 | 20088221 | SARDARPUR W/S SCHEME (HFCL) | 20088221/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 66 | 20088470 | KANERI W/S SCHEME (HFCL) | 20088470/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 67 | 20075942 | BARAULI SULTAN SINGH W/S SCHEME (HFCL) | 20075942/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 68 | 20086207 | MOUDIHA & BARWA KHURD W/S SCHEME (HFCL) | 20086207/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 69 | 20088408 | MALIKPURA W/S SCHEME (HFCL) | 20088408/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 70 | 20100557 | BURANPUR W/S SCHEME (HFCL) | 20100557/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 71 | 20086446 | SONBARSA W/S SCHEME (HFCL) | 20086446/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 72 | 20092091 | SARAI DHANESH W/S SCHEME (HFCL) | 20092091/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 73 | 20074377 | JALALPUR DHANI W/S SCHEME (HFCL) | 20074377/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||
| 74 | 20092007 | KISHUN PUR W/S SCHEME (HFCL) | 20092007/01 | No | No | No | No | No | No | No | No | No | No | No | No | No | ||||||||||||||