S.No. | ZONE |
District
|
TKC | Total NCs reported | Complainces Submitted By TKCs | % Of Compliance Submitted | No. of bills processed without compliances (J) |
Remarks(Only Critical in few words) |
||||||
Critical (A) |
Major (B) |
Minor (C ) |
Total D = A+B+C |
Critical (E ) |
Major (F) |
Minor (G) |
Total H=E+F+G |
I = H*100/D | ||||||
1 | Agra |
Mathura |
NCC-APCO JV | 0 | 36 | 0 | 36 | 0 | 16 | 0 | 16 | 44.44 | 0 | |
Agra
|
Megha | 49 | 20 | 1 | 70 | 38 | 10 | 1 | 49 | 70.00 | 0 | |||
NCC-APCO JV | 12 | 5 | 4 | 21 | 9 | 5 | 4 | 18 | 85.71 | 0 | ||||
Firozabad
|
Larsen & Toubro Ltd | 5 | 95 | 7 | 107 | 5 | 47 | 7 | 59 | 55.14 | 0 | |||
NCC Ltd. | 0 | 50 | 1 | 51 | 0 | 10 | 0 | 10 | 19.61 | 0 | ||||
Mainpuri
|
NCC Ltd. | 12 | 30 | 3 | 45 | 10 | 24 | 3 | 37 | 82.22 | 0 | |||
2 | Aligarh |
Aligarh |
ION EXCHANGE | 11 | 34 | 13 | 58 | 8 | 11 | 8 | 27 | 46.55 | 0 | Quality of materials (Sand & Bricks) and workmanship not as per standard specifications. |
JMC - Lakshmi (JV) | 7 | 34 | 0 | 41 | 5 | 16 | 0 | 21 | 51.22 | 0 | Quality of materials (Sand & Bricks) and workmanship not as per standard specifications. | |||
PNC-SPML-JV | 14 | 69 | 7 | 90 | 11 | 32 | 7 | 50 | 55.56 | 0 | Quality of materials (Sand & Bricks) and workmanship not as per standard specifications. | |||
Hathras
|
BGCCPL-Ramky (JV) | 4 | 33 | 6 | 43 | 0 | 15 | 4 | 19 | 44.19 | 0 | Quality of materials ( Sand & Bricks ) not as per standard specification | ||
ION EXCHANGE | 5 | 26 | 1 | 32 | 3 | 21 | 1 | 25 | 78.13 | 0 | Work done without RFI & Reinstatement work not as per specification | |||
Etah
|
ION EXCHANGE | 0 | 2 | 0 | 2 | 0 | 0 | 0 | 0 | 0.00 | 0 | |||
JMC - Lakshmi (JV) | 0 | 3 | 2 | 5 | 0 | 3 | 2 | 5 | 100.00 | 0 | ||||
Power Mech Projects Ltd | 0 | 19 | 35 | 54 | 0 | 15 | 31 | 46 | 85.19 | 0 | ||||
Kasganj
|
ION EXCHANGE | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 0 | 0.00 | 0 | |||
PNC-SPML-JV | 18 | 29 | 51 | 98 | 17 | 27 | 42 | 86 | 87.76 | 0 | Proper layer wise compaction is not being performed which causes depression on road. | |||
3 | Ayodhya |
Barabanki |
Gayatri Projects LTD | 2 | 5 | 0 | 7 | 2 | 1 | 0 | 3 | 42.86 | 0 | |
Megha | 4 | 20 | 2 | 26 | 0 | 0 | 0 | 0 | 0.00 | 0 | ||||
PNC-SPML-JV | 4 | 7 | 0 | 11 | 1 | 2 | 0 | 3 | 27.27 | 0 | ||||
Vindhya-GAJA (JV) | 4 | 7 | 0 | 11 | 1 | 2 | 0 | 3 | 27.27 | 0 | ||||
VSA | 4 | 5 | 0 | 9 | 2 | 2 | 0 | 4 | 44.44 | 0 | ||||
Ayodhya
|
Gayatri Projects LTD | 0 | 2 | 4 | 6 | 0 | 2 | 3 | 5 | 83.33 | 0 | |||
UNIVERSAL MEP | 2 | 8 | 7 | 17 | 2 | 7 | 5 | 14 | 82.35 | 0 | ||||
Vindhya-GAJA (JV) | 4 | 7 | 4 | 15 | 1 | 2 | 2 | 5 | 33.33 | 0 | ||||
VSA | 12 | 19 | 12 | 43 | 1 | 5 | 5 | 11 | 25.58 | 0 | ||||
Ambedkar Nagar
|
Vindhya-GAJA (JV) | 15 | 44 | 2 | 61 | 6 | 20 | 1 | 27 | 44.26 | 0 | Cracks in boundary are found. | ||
WELSPUN | 3 | 10 | 0 | 13 | 3 | 8 | 0 | 11 | 84.62 | 0 | ||||
Sultanpur
|
Gayatri Projects LTD | 0 | 9 | 20 | 29 | 0 | 4 | 10 | 14 | 48.28 | 0 | |||
UNIVERSAL MEP | 0 | 11 | 9 | 20 | 0 | 6 | 4 | 10 | 50.00 | 0 | ||||
Vindhya-GAJA (JV) | 2 | 84 | 90 | 176 | 1 | 23 | 27 | 51 | 28.98 | 0 | ||||
Amethi
|
Gayatri Projects LTD | 9 | 11 | 10 | 30 | 6 | 7 | 0 | 13 | 43.33 | 0 | |||
Vindhya-GAJA (JV) | 11 | 18 | 20 | 49 | 3 | 12 | 10 | 25 | 51.02 | 0 | ||||
WELSPUN | 5 | 7 | 10 | 22 | 2 | 7 | 7 | 16 | 72.73 | 0 | ||||
4 | Azamgarh |
Azamgarh |
ECO PROTECTION ENGINEER | 72 | 206 | 3 | 281 | 40 | 133 | 0 | 173 | 61.57 | 0 | The depth of the trench was found 700 mm at many locations whereas as per IS standard it should be 1 meter+dia of pipe. |
GA INFRA - BABA (JV) | 246 | 885 | 44 | 1175 | 76 | 303 | 13 | 392 | 33.36 | 0 | 1.) Backfilling of trenches after pipe laying is not being done layer-wise which could cause major accidents. 2.)The dia of the reinforcement bar was used 6 mm instead of 8mm in pump house slab beam. 3.)Material testing are not being done as per the norms due to which inadequate materials are used at site and could cause major failure of structure | |||
GAJA - SGIPL (JV) | 80 | 449 | 14 | 543 | 1 | 16 | 1 | 18 | 3.31 | 0 | 1.) The oversized gravel was used at site for raft foundation. 2.) The spacing of the Shear stirrups were not provided properly In column and Brace Beam. | |||
LC INFRA | 1211 | 4733 | 216 | 6160 | 917 | 3366 | 177 | 4460 | 72.40 | 0 | 1.) Bricks are not being used as the approved BOQ i.e of 1st class for boundary wall, pump house & staff quarter works. 2.) Construction materials such as cement, sand, aggregate, bricks and shuttering materials were not found of satisfactory quality and standards. 3) honeycomb was observed in major area of the raft foundation. | |||
SIEPL – BRCCPL (JV) / SKYLARK | 70 | 256 | 17 | 343 | 8 | 32 | 1 | 41 | 11.95 | 0 | Proper layer wise compaction is not being performed which causes depression on road, resulting accidents | |||
M/s Sudhakara Infratech Pvt. Ltd | 731 | 2399 | 67 | 3197 | 422 | 1526 | 24 | 1972 | 61.68 | 0 | 1.) Bricks are not being used as the approved BOQ i.e of 1st class for boundary wall, pump house & staff quarter works. 2.)Rusted steel bars were used for slab and OHT work which Is not as per IS specifications. | |||
VIKRAN-VPRPL (JV) | 128 | 309 | 18 | 455 | 101 | 174 | 7 | 282 | 61.98 | 0 | Curing is not being done properly hence structure is not able to achieve its optimum strength. | |||
Mau
|
GA INFRA-VPL | 373 | 2235 | 13 | 2621 | 221 | 676 | 14 | 911 | 34.76 | 0 | 1.)End cap found open due to which insects are entering through the inlet of the pipe, it may cause various diseases in supplied water. 2.)Soil compaction of trenches after pipe laying is not being done layer-wise which could cause major accidents. | ||
KLSR - RAYS (JV) | 74 | 761 | 16 | 851 | 56 | 139 | 0 | 195 | 22.91 | 0 | 1.) Open trench was found, after laying HDPE pipe soil back filling was not done it's more than 3days; which may cause accidents. 2.) Dent was found over the screen pipe which may leads to collapse of assembly system. | |||
LC INFRA | 631 | 2999 | 137 | 3767 | 568 | 703 | 106 | 1377 | 36.55 | 0 | 1.) Severe cracks were observed in the boundary wall due to lack of curing work 2.)Multiple lapping is provided at a single section of the beam/raft which could reduce the strength of structure at those locations. | |||
Ballia
|
Larsen & Toubro Ltd | 179 | 257 | 3 | 439 | 78 | 114 | 2 | 194 | 44.19 | 0 | 1- Honey Combing in brace and In boundary wall plaster damage 2- Open trenches 3. End Cap not used | ||
GAJA - GAIPL JV | 96 | 476 | 0 | 572 | 26 | 136 | 0 | 162 | 28.32 | 0 | 1- 20mm Aggregate found Coarse in size and crack observed in boundary wall 2- Improper Backfilling 3. Open Trenches | |||
Eagle Infra- Sudhakara Infra JV | 88 | 324 | 10 | 422 | 66 | 224 | 3 | 293 | 69.43 | 0 | 1- Honey combing in raft of OHT. 2- Bulging found in OHT Column and brace . 3. Open Trenches | |||
5 | Banda |
Hamirpur |
PNC-SPML-JV | 6 | 4 | 68 | 78 | 2 | 1 | 37 | 40 | 51.28 | 0 | 1.Cube moulds are not cast at the time of POURING concrete it is necessary to do Non Destructive Test (NDT) to know the strength of concrete. 2.Hairline cracks are found at the time of site visit in the boundary wall it should be repaired by grouting at the earliest. 3.Line and level should be maintained of structure as per the approved design and drawing. 4.Curing must be done 3 times a day to pr |
JWIL | 5 | 4 | 86 | 95 | 2 | 2 | 47 | 51 | 53.68 | 0 | 1.Finishing not done properly in the over head tank, joints should be properly leveled and finish with smooth surface. 2.Honeycomb should be repaired at the earliest by spray grouting (GP 2 cement) with smooth surface. 3.leakage should be repaired at the earliest and water proofing by epoxy coating should be done to prevent leakage. 4.Curing must be done 3 times a day to prevent cracks in structu | |||
Mahoba
|
Larsen & Toubro Ltd | 6 | 14 | 12 | 32 | 4 | 2 | 0 | 6 | 18.75 | 0 | Disinfection process for Pipelines & Water Bearing Structures not done as per specifications | ||
JMC-JWIL (JV) | 13 | 27 | 24 | 64 | 6 | 5 | 0 | 11 | 17.19 | 0 | 1. Road restoration not done as per specification. 2. Work done without RFI. 3. Disinfection not done as per specification for pipe network. 4. Soil compaction not done as per specification. 5. Honeycomb found in structure, recommend for ultra pulse velocity test. | |||
N.K. Gupta & K.B. Gupta Contractors | 6 | 10 | 8 | 24 | 1 | 1 | 0 | 2 | 8.33 | 0 | Disinfection process for Pipelines & Water Bearing Structures not done as per specifications. Road restoration not done properly. Work done with out RFI | |||
SLC-SMC (JV) | 7 | 15 | 12 | 34 | 2 | 2 | 0 | 4 | 11.76 | 0 | 1. Road restoration not done as per specification. 2. Work done without RFI. 3. Disinfection not done as per specification for pipe network. | |||
Banda
|
Larsen & Toubro Ltd | 8 | 8 | 67 | 83 | 0 | 0 | 51 | 51 | 61.45 | 0 | Disinfection process for pipelines & water bearing structures not done as per specifications. Road restoration not done properly. Work done without RFI. Automation work for OHT not started by agency. | ||
NCC Ltd. | 8 | 12 | 28 | 48 | 0 | 1 | 41 | 42 | 87.50 | 0 | Road restoration not done properly. Work done without RFI. Automation work for OHT not started by agency.The Guide rail for pump lifting arrangement is not provided for Recirculation pump and Sludge pump | |||
Chitrakoot
|
GVPR | 25 | 368 | 310 | 703 | 25 | 230 | 310 | 565 | 80.37 | 0 | 1-Puddle is not provided during casting of filter house wall and bottom slab of back wash tank. 2- Socket position of DI pipe has been fixed in opposite direction. | ||
Larsen & Toubro Ltd | 40 | 673 | 426 | 1139 | 40 | 468 | 426 | 934 | 82.00 | 0 | 1. Major honeycomb found in Hinauta mafi pump house wall. 2. Verticality of Column of pump house not found proper below roof beam of height appox 0.5 m | |||
6 | Barielly |
Budaun |
NCC Ltd. | 2 | 4 | 2 | 8 | 2 | 4 | 2 | 8 | 100.00 | 0 | All compliances in respect of all NCs submitted by the agency have been scrutinized and found satisfactory. |
PNC-SPML-JV | 28 | 91 | 43 | 162 | 25 | 70 | 35 | 130 | 80.25 | 0 | Weigh Batcher not used for Design mix Concreting of OHT, RFI for work is not generated timely. | |||
Bareilly
|
NCC Ltd. | 29 | 51 | 36 | 116 | 29 | 51 | 36 | 116 | 100.00 | 0 | |||
Pilibhit
|
PNC-SPML-JV | 22 | 30 | 60 | 112 | 22 | 30 | 60 | 112 | 100.00 | 0 | All compliances in respect of all NCs submitted by the agency have been scrutinized and found satisfactory. | ||
VISHVARAJ | 10 | 16 | 48 | 74 | 10 | 16 | 48 | 74 | 100.00 | 0 | Contractor has submitted compliances in respect of all NCs. These are examined and found satisfactory. | |||
Shahjahanpur
|
NCC Ltd. | 13 | 22 | 24 | 59 | 13 | 22 | 24 | 59 | 100.00 | 0 | Contractor has submitted compliances in respect of all NCs. These are examined and found satisfactory. | ||
7 | Basti |
Siddharth Nagar |
JAKSON - VISHVARAJ (JV) | 22 | 49 | 3 | 74 | 1 | 1 | 2 | 4 | 5.41 | 0 | The Cube has not attained its target strength in 7 and 28 days after testing in lab. It is suggested for NDT test or any other appropriate method. |
Megha | 45 | 94 | 18 | 157 | 5 | 15 | 12 | 32 | 20.38 | 0 | The size of Ground Beam section observed (250 mm X 500 mm) in stead of (300 mm X 500 mm). Honey Combing is observed in the RCC of column & beam. The Cube has not attained its target strength in 28 days after testing in lab. It is suggested for NDT test or any other appropriate method. | |||
VSA | 16 | 16 | 2 | 34 | 1 | 0 | 0 | 1 | 2.94 | 0 | The size of Ground Beam section observed (250 mm X 500 mm) in stead of (300 mm X 500 mm). Honey Combing is observed in the RCC of column & beam. The Cube has not attained its target strength in 28 days after testing in lab. It is suggested for NDT test or any other appropriate method. | |||
Basti
|
JAKSON - VISHVARAJ (JV) | 0 | 9 | 6 | 15 | 0 | 5 | 3 | 8 | 53.33 | 0 | 1.Material use on site with field lab test and pipe laying work done without endcap uses. 2. H-frame is not provided for Tubewell supporting housing pipe. | ||
Megha | 46 | 77 | 122 | 245 | 29 | 43 | 26 | 98 | 40.00 | 0 | The contractor is using local sand of the boundary wall work and also brick found at the site is yellowish color. honeycomb structure is observed in the raft beam, local sand used in raft casted work, raft casted has been done in two three stages without rectification, OHT staircase work is started with approved Pri-cast structure design and Drawing . | |||
VSA | 2 | 9 | 12 | 23 | 2 | 9 | 11 | 22 | 95.65 | 0 | NC raised for used local sand in Boundary wall construction work and also not provide H frame for TW supporting. | |||
Sant Kabeer Nagar
|
JAKSON - VISHVARAJ (JV) | 12 | 26 | 23 | 61 | 1 | 7 | 2 | 10 | 16.39 | 0 | Concrete was being compacted using bamboo stick, whereas as per IS 3558/1983 clause 5.1, 60 mm needle required for compaction of concrete in general construction such as walls, columns, beams, precast piles, heavy floors, bridge deck and roof slabs. RFI was not raised before lowering in case of tube well. Rusted steel used in OHT work. Round aggregate used in pump house RCC slab casting & cube not | ||
Megha | 10 | 37 | 31 | 78 | 2 | 1 | 9 | 12 | 15.38 | 0 | Pond water was used during casting of column in OHT. RFI was not raised before lowering in case of tube well. Compressor machine was demobilized before inspection of well development. Lesser diameter house pipe was used in pump lowering. Reinstatement is not as per specification. | |||
8 | Etawah/ Kanpur |
Farrukhabad |
GVPR | 1 | 40 | 23 | 64 | 1 | 33 | 23 | 57 | 89.06 | 0 | Poor quality brick use in kadardadpur kaimganj and CC restoration pending MDPE pipe found over the ground. |
Vindhya-GAJA (JV) | 0 | 14 | 7 | 21 | 0 | 9 | 7 | 16 | 76.19 | 0 | restoration pending in shamshabad , and MDPE found in open and poor quality solar structure work. | |||
Kannauj
|
GVPR | 11 | 15 | 7 | 33 | 10 | 8 | 5 | 23 | 69.70 | 0 | 1. Road restoration work not done as per Specification. 2. Solar Work in progress without submitting Approved Drawing. | ||
VSA | 38 | 60 | 22 | 120 | 25 | 44 | 2 | 71 | 59.17 | 0 | 1. Road Reinstatement not done as per specification and against total dismantling length. 2. Availability of Quality documents during work or after work as required not provided. | |||
Etawah
|
Indian Hume Pipe | 21 | 28 | 14 | 63 | 21 | 28 | 14 | 63 | 100.00 | 0 | All compliance has been provided by the agency. work completed after final inspection of the raised query work checked and found proper. | ||
OMIL-JWIL (JV) | 5 | 3 | 1 | 9 | 0 | 1 | 1 | 2 | 22.22 | 0 | fixing of cover block was not proper due to which honeycomb occurred in the column during casting. It is suggested to Agency's Engineer InCharge to dismantle the column and cast again. No any information has been given to TPI during and before the casting. | |||
Auraiya
|
GVPR | 24 | 16 | 5 | 45 | 1 | 6 | 4 | 11 | 24.44 | 0 | |||
Indian Hume Pipe | 6 | 8 | 3 | 17 | 3 | 1 | 0 | 4 | 23.53 | 0 | 1-Honeycomb found in column and beam of OHT . 2-Curing work of OHT is not properly at site | |||
Kanpur Dehat
|
GVPR | 5 | 6 | 8 | 19 | 2 | 3 | 6 | 11 | 57.89 | 0 | quality of material not good. | ||
Indian Hume Pipe | 9 | 21 | 26 | 56 | 5 | 16 | 22 | 43 | 76.79 | 0 | quality of materials not as per standard. | |||
Vindhya-GAJA (JV) | 4 | 6 | 3 | 13 | 3 | 3 | 3 | 9 | 69.23 | 0 | trench depth not as per specification | |||
VSA | 7 | 6 | 6 | 19 | 2 | 3 | 3 | 8 | 42.11 | 0 | honeycomb found in concrete structure. | |||
Kanpur Nagar
|
Vindhya-GAJA (JV) | 2 | 23 | 30 | 55 | 2 | 20 | 27 | 49 | 89.09 | 0 | |||
VSA | 9 | 23 | 11 | 43 | 8 | 22 | 10 | 40 | 93.02 | 0 | ||||
9 | Gonda |
Bahraich |
GA INFRA-VPL | 9 | 14 | 8 | 31 | 5 | 12 | 8 | 25 | 80.65 | 0 | HDD Method is not implementing in possible site locations 2. Lack of proper road restoration works. 3. Lack of manpower, physical work progress is very slow. 4. As build drawing not submitted to UPJN office and to TPI also. |
PNC-SPML-JV | 44 | 78 | 16 | 138 | 35 | 72 | 16 | 123 | 89.13 | 0 | 1.Partial Water Supply Started without proper disinfection and flushing. 2. Plywood doors and windows have been installed in 55 Gram Panchayats. 3. Piling work is being done without approval of Methodology and concrete Design mix and initial Load test. 4. As build drawing not submitted to UPJN and TPI also | |||
Shravasti
|
GA INFRA-VPL | 10 | 14 | 8 | 32 | 7 | 11 | 8 | 26 | 81.25 | 0 | 1. Lack of proper road restoration works. 2. Established quality laboratory, but they don't have sufficient equipment's. 3. HDD Method is not implementing in possible site locations 4. As build drawing not submitted to UPJN and TPI. | ||
Larsen & Toubro Ltd | 13 | 18 | 13 | 44 | 11 | 15 | 13 | 39 | 88.64 | 0 | 1) Drinking Water is supplied without performing disinfection of distribution line, hydraulic structure. Many schemes HDPE Pipe distribution line is found open without providing end caps. 2. Site Order Book , Approved drawings are not available at site premise during execution. 3. As build drawing not submitted to UPJN and TPI. | |||
Balrampur
|
Dara- Eco Protection (JV) | 14 | 25 | 22 | 61 | 11 | 22 | 21 | 54 | 88.52 | 0 | Plywood doors have been installed in 17 Gram Panchayats. 2) HDD Method is not implementing in possible site locations. 3. Hydrotesting, disinfection, and flushing of the pipeline not done before water supply. 4. As build drawing not submitted to UPJN and TPI. | ||
Larsen & Toubro Ltd | 13 | 30 | 32 | 75 | 10 | 27 | 30 | 67 | 89.33 | 0 | Drinking Water is supplied without performing disinfection of distribution line, hydraulic structure. 2) Pump house finishing work is not proper. 3) Lot of road restoration work is pending from the agency and quality of road restoration is not as per standard. 4. As build drawing not submitted to UPJN and TPI. | |||
Gonda
|
KLSR - RAYS (JV) | 5 | 12 | 8 | 25 | 2 | 7 | 5 | 14 | 56.00 | 0 | 1. HDD Method is not implementing in possible site locations 2. Lack of proper road restoration works. 3. FHTC connection installing without Hydro testing. 4. As build drawing not submitted by vendor to UPJN and TPI team. | ||
Larsen & Toubro Ltd | 15 | 73 | 30 | 118 | 11 | 55 | 25 | 91 | 77.12 | 0 | 1) Drinking Water is supplied without performing disinfection of distribution line, hydraulic structure . 2) Lot of road restoration work is pending from the agency and quality of road restoration is not as per standard. 3) As build drawing not submitted to UPJN and TPI team. | |||
10 | Gorakhpur |
Maharajganj |
JMC - Lakshmi (JV) | 182 | 4912 | 10 | 5104 | 115 | 3532 | 3 | 3650 | 71.51 | 46 | 1.Pump house Varanda slab alignment is not linear. 2.Honeycomb obseved in the pump house roof slab and pump house verandah slab. 3Reinforcement is exposed in Pump house varandah beam due to improper cover. 4.Rusted steel used in OHT 1st lift Column. 5.20 mm MDPE pipe found in damaged condition due to poor workmanship by TKC. 6. Plinth protection not provided to the pump house. 7. Crack has been o |
Rithwik-Koya (JV) | 98 | 2222 | 11 | 2331 | 25 | 1058 | 1 | 1084 | 46.50 | 0 | 1- Reinforcement is visible in OHT 3rd brace beam due to improper cover block. 2 Pump house slab thickness is not uniform across its length. 3.Crack has been observed in boundary wall work. 4. Cracks observed in Pump house DPC. 5.Column is not in alignment. 6.Rusted steel is being used at OHT column work. 7.Backfilling of trenches are not done/properly done. 8.HDPE pipe found in exposed condition | |||
Gorakhpur
|
NCC Ltd. | 730 | 10642 | 357 | 11729 | 404 | 7976 | 304 | 8684 | 74.04 | 2557 | 1.The brace beam of the over head tank was not found in proper alignment. 2 Pump house plinth protection has been found Damaged Condition. 3. Drip Course not provided in Pump house Chajja. 4 Boundary wall coping work found damaged. 5.Crack has been observed on the boundary wall. 6Pump house slab has been found undulation.7.Water logging has been observed in OHT foundation work. 8. The alignment of | ||
Rithwik-Koya (JV) | 268 | 2731 | 35 | 3034 | 161 | 1845 | 16 | 2022 | 66.64 | 282 | "1.Pump house paint work found poor condition. Surface base not as per specification. 2.Undulation has been observed in boundary wall coping work. 3.Undulation has been observed in pump house slab. 4.Line No 309 , Pipe depth was found 0.80m as per DPR depth should be maintain 1.00m plus dia of pipe. 5CC road restoration work was not done properly. 6. Honeycomb was found in the Brace beam of the OH | |||
Kushi Nagar
|
NCC Ltd. | 1453 | 12908 | 118 | 14479 | 1370 | 12662 | 82 | 14114 | 97.48 | 621 | 1.Backfilling of trenches are not done properly. 2 . Boundary wall has been found settled due to weak base of the wall. 3.Vibrator is Not use During Casting Work. 4. During the site inspection OHT column not Proper Alignment. 5.There is a lot of water logging on the Site which may have bad effect on the OHT structure. So please Dewatering and separate the OHT Area immediately.. 6.There is a lot of | ||
Deoria
|
Gayatri Projects LTD | 649 | 4255 | 18 | 4922 | 318 | 2208 | 4 | 2530 | 51.40 | 1278 | 1.-Crack has been observed on the pump house brick work.2.-Drip course has not been found in Pump house chhajja.3.-Crack has been observed in Pump House wall.4.-Crack has been observed in DPC of Pump house. | ||
LC INFRA | 570 | 4857 | 44 | 5471 | 405 | 3256 | 28 | 3689 | 67.43 | 1830 | 1.-Crack has been observed in boundary wall.2.-Pump house plinth protection work not completed.3.-Pump house door fixing work proper not done.4.-Pump house verandah flooring work proper not done. | |||
Rithwik-Koya (JV) | 88 | 841 | 2 | 931 | 84 | 697 | 1 | 782 | 84.00 | 61 | 1.-In OHT conical wall ring beam hoops are not bent at 135°.2.-Conical wall bars are not bind as per specification.3.-Coping crack has been observed on the boundary wall.4.-Rough finish has been found on boundary wall Coping work. | |||
UNIVERSAL MEP | 66 | 306 | 3 | 375 | 13 | 111 | 0 | 124 | 33.07 | 4 | 1.-Cracks in DPC of boundary wall has been observed.2.-Crack has been observed on the boundary wall.3.-Plaster done on DPC level in boundary wall.4.-Drip course has been not provided in pump house lintel beam chajja. | |||
11 | Jhansi |
Jalaun |
BGCCPL-Ramky (JV) | 118 | 80 | 32 | 230 | 47 | 27 | 12 | 86 | 37.39 | 17 | Revised drawings are still awaited for approval. Approved drawings are often not available at site of work. |
GVPR | 40 | 40 | 16 | 96 | 29 | 26 | 12 | 67 | 69.79 | 18 | Revised drawings are still awaited for approval. Approved drawings are often not available at site of work. | |||
Jhansi
|
BGCCPL-Ramky (JV) | 51 | 27 | 37 | 115 | 20 | 14 | 16 | 50 | 43.48 | 14 | Revised drawings are still awaited for approval. Approved drawings are often not available at site of work. | ||
Indian Hume Pipe | 16 | 7 | 15 | 38 | 10 | 3 | 10 | 23 | 60.53 | 10 | Revised drawings are still awaited for approval. | |||
NCC Ltd. | 103 | 69 | 86 | 258 | 65 | 26 | 41 | 132 | 51.16 | 33 | Revised drawings are still awaited for approval. Approved drawings are often not available at site of work. | |||
DARA ENGINEERING | 19 | 8 | 18 | 45 | 11 | 4 | 11 | 26 | 57.78 | 8 | Revised drawings are still awaited for approval. | |||
Unipro | 20 | 17 | 16 | 53 | 12 | 10 | 11 | 33 | 62.26 | 10 | Revised drawings are still awaited for approval. Approved drawings are often not available at site of work. | |||
Lalitpur
|
M/s Sudhakara Infratech Pvt. Ltd | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0.00 | 0 | GPL (Terminated): Critical: 67/24, Major: 55/28, Minor: 13/7, Bill Processed w/o compliances : 9 Approved drawings not available at site. Stagging done without staircase. Work done without RFI. | ||
Brija Banco Pvt. Ltd | 10 | 18 | 12 | 40 | 5 | 8 | 4 | 17 | 42.50 | 1 | Approved drawings not available at site. Stagging done without staircase. | |||
DARA ENGINEERING | 45 | 79 | 23 | 147 | 20 | 44 | 5 | 69 | 46.94 | 7 | Approved drawings not available at site. Stagging done without staircase. | |||
JMC-JWIL (JV) | 48 | 66 | 25 | 139 | 23 | 34 | 14 | 71 | 51.08 | 5 | Approved drawings not available at site. Stagging done without staircase. | |||
Banko Ganga | 5 | 10 | 15 | 30 | 3 | 4 | 8 | 15 | 50.00 | 1 | Approved drawings not available at site. Stagging done without staircase. | |||
12 | Lucknow |
Lakhimpur Kheri |
NCC Ltd. | 1 | 0 | 0 | 1 | 0 | 0 | 0 | 0 | 0.00 | 0 | |
Vindhya-GAJA (JV) | 102 | 635 | 568 | 1305 | 75 | 422 | 501 | 998 | 76.48 | 0 | 1-Weigh Batcher not used for Design Mix Concreting of OHT. 2- End Cap of the HDPE pipeline not installed after completion of day work. 3- Electrical hazard safety sign board to be display at site. | |||
Sitapur
|
Larsen & Toubro Ltd | 18 | 125 | 72 | 215 | 16 | 76 | 18 | 110 | 51.16 | 0 | 1. Road Restoration pending of BOE Surface 2.Road Restoration pending of BT Surface 3.Poor quality of workmanship in Masonry work 4.Major vegetation has been grown in OHT campus due to negligence of House keeping | ||
NCC Ltd. | 19 | 167 | 76 | 262 | 19 | 109 | 71 | 199 | 75.95 | 0 | 1. End cap of HDPE pipeline not installed after completion of day. 2. Road Restoration pending of BOE 3.Poor quality of workmanship in Masonry work 4.Poor quality of bricks used in Pump house and boundary wall. | |||
Hardoi
|
NCC Ltd. | 1195 | 1415 | 1262 | 3872 | 903 | 1095 | 1135 | 3133 | 80.91 | 0 | 1)Major cracks seen on boundary wall. 2)Pea gravel not stacked properly at site. 3)FHTC installed outside the house. 3) Disinfection of pipe not done 4) Lifting appliances, lifting gears and Compressor was not inspected by competent agency 5) Test certificate scaffolding material not submitted.6) Nonstandard scaffolding used at site.7) Non-standard DG used at site. | ||
Lucknow
|
NCC Ltd. | 202 | 1679 | 553 | 2434 | 88 | 820 | 553 | 1461 | 60.02 | 0 | |||
Rae Bareli
|
NCC Ltd. | 11 | 190 | 65 | 266 | 5 | 160 | 57 | 222 | 83.46 | 0 | 1-Poor quality of workmanship in Masonry work. 2-Pipe Casing is not installed for culvert crossings due to which is chances of damage . 3-Road restoring not done as per Orginal Specification | ||
Vindhya-GAJA (JV) | 16 | 35 | 14 | 65 | 4 | 14 | 4 | 22 | 33.85 | 0 | 1-Distribution line is found open without providing end caps. 2-HDPE Pipes are left open and exposed from the ends which may cause the blockage and pressure issues if not dealt also it may get contaminated leading the severe health related issues. | |||
13 | Meerut |
Meerut |
Power Mech Projects Ltd | 3 | 33 | 1 | 37 | 3 | 32 | 1 | 36 | 97.30 | 0 | Uneven road restoration, Improper FHTC with MDPE pipe connections and Clamping. |
Baghpat
|
LC INFRA | 6 | 10 | 4 | 20 | 6 | 5 | 2 | 13 | 65.00 | 0 | |||
Ghaziabad
|
LC INFRA | 3 | 3 | 2 | 8 | 2 | 2 | 2 | 6 | 75.00 | 0 | |||
Gautam Buddha Nagar
|
LC INFRA | 1 | 8 | 3 | 12 | 0 | 5 | 2 | 7 | 58.33 | 0 | |||
Bulandshahr
|
JMC - Lakshmi (JV) | 1 | 20 | 1 | 22 | 1 | 12 | 1 | 14 | 63.64 | 0 | Bricks are not being used as per specification i.e., of 1st class for pump house & Boundary wall . Proper Bonding is not maintained between bricks & layers. 2. OHT Precast Member Erection not as per norms.Restoration not as per specification. | ||
Power Mech Projects Ltd | 2 | 9 | 0 | 11 | 2 | 7 | 0 | 9 | 81.82 | 0 | ||||
WELSPUN | 0 | 9 | 0 | 9 | 0 | 8 | 0 | 8 | 88.89 | 0 | ||||
Hapur
|
LC INFRA | 1 | 8 | 10 | 19 | 1 | 1 | 2 | 4 | 21.05 | 0 | |||
14 | Mirzapur |
Sant Ravidas Nagar |
GA INFRA - BABA (JV) | 471 | 1057 | 77 | 1605 | 170 | 574 | 28 | 772 | 48.10 | 1007 | 1) ESR Cubes test are not performed regularly in the lab. 2) Without intimation work is going on. |
WELSPUN | 710 | 1699 | 130 | 2539 | 405 | 1354 | 101 | 1860 | 73.26 | 1467 | 1) Rusted steel has been used in ESR work. 2) Working Quality of reinforcement is not as per TS. | |||
Mirzapur
|
GVPR | 95 | 1017 | 38 | 1150 | 48 | 397 | 11 | 456 | 39.65 | 20 | - | ||
Megha | 495 | 2339 | 81 | 2915 | 51 | 489 | 16 | 556 | 19.07 | 49 | 1 - The seepage has been found in cylindrical wall. 2 - Column work not done as per technical specifications. | |||
NCC Ltd. | 332 | 3074 | 274 | 3680 | 62 | 1032 | 125 | 1219 | 33.13 | 62 | 1 - The crack has been found Boundary wall. 2 - Lightning arrestor not installed. | |||
GA INFRA | 645 | 2820 | 120 | 3585 | 68 | 531 | 49 | 648 | 18.08 | 25 | 1 - Leakage has been observed on the bottom dom. 2 - Boundary wall Foundation found settled. | |||
Multiurban | 22 | 243 | 10 | 275 | 0 | 11 | 0 | 11 | 4.00 | 19 | - | |||
Ramky baba | 244 | 1871 | 146 | 2261 | 37 | 181 | 8 | 226 | 10.00 | 32 | 1 - The Leakage has been found in bottom dome near outlet pipe. 2 - The Crack has been found in boundary wall at many places. | |||
Sonbhadra
|
GVPR | 118 | 1190 | 26 | 1334 | 34 | 438 | 8 | 480 | 35.98 | 26 | 1. Pipe were not laid as per required Depth and left open. 2. Pipe laid directly on the surface. | ||
Larsen & Toubro Ltd | 42 | 1536 | 50 | 1628 | 6 | 547 | 18 | 571 | 35.07 | 76 | 1. Pipe joint is leakage from more than 4 months. 2. Flange is welded with pipe which is not acceptable at any cost. | |||
NCC Ltd. | 74 | 1319 | 14 | 1407 | 19 | 617 | 12 | 648 | 46.06 | 20 | 1.Waste slab thickness not found as per drawing specifications. 2. Rise and trade not found as per drawing specifications. | |||
Jain Const. | 8 | 170 | 15 | 193 | 8 | 149 | 13 | 170 | 88.08 | 18 | - | |||
VPRPL | 119 | 2454 | 89 | 2662 | 20 | 867 | 27 | 914 | 34.34 | 81 | After completion of pipe laying work BT road dismantled but it has not been restored. | |||
15 | Moradabad |
Bijnor |
LC INFRA | 64 | 10 | 22 | 96 | 8 | 7 | 18 | 33 | 34.38 | 0 | 1.Steel spacing, Cover not provided 2.Concrete mix not as per approved design 3.No Proper Road Restoration 4.Stirrups not found as per approved drawing 5.Materials Quality not found as per standard specifications 6.Honeycomb was found in concrete 7.Major cracks developed in structure 8.3rd class type bricks used in construction 9.Unapproved Materials used 10. Trench depth not found as per approve |
Vindhya-GAJA (JV) | 198 | 6 | 18 | 222 | 95 | 5 | 15 | 115 | 51.80 | 0 | 1.Steel spacing, Cover not provided 2.Concrete mix not as per approved design 3.No Proper Road Restoration 4.Stirrups not found as per approved drawing 5.Materials Quality not found as per standard specifications 6.Honeycomb was found in concrete 7.Major cracks developed in structure 8.3rd class type bricks used in construction 9.Unapproved Materials used 10. Trench depth not found as per approve | |||
Moradabad
|
LC INFRA | 20 | 120 | 40 | 180 | 17 | 115 | 32 | 164 | 91.11 | 0 | cube test not conduct Properly 7 days and 28 days Reinstatement work not properly | ||
NKG-PRIMUS (JV) | 10 | 11 | 3 | 24 | 9 | 9 | 2 | 20 | 83.33 | 0 | cube test not conduct proper 7 days and 28 days | |||
Rampur
|
LC INFRA | 1 | 1 | 0 | 2 | 0 | 0 | 0 | 0 | 0.00 | 0 | Brick Quality is not good 2.Poor workmanship3.Caution Tape not used 4.Safety belt not used 5.PPE kit not used. | ||
NKG-PRIMUS (JV) | 2 | 7 | 2 | 11 | 0 | 5 | 2 | 7 | 63.64 | 0 | 1-Quality of material not as per specification2-.Staging done without stair case construction. Safety norms not followed. | |||
OMIL-JWIL (JV) | 3 | 15 | 7 | 25 | 2 | 10 | 6 | 18 | 72.00 | 0 | RFI was not raised. 2.Quality of material not as per specification.3.Safety norms not followed, approved drawing not at site. | |||
SPML Infra | 4 | 18 | 14 | 36 | 1 | 6 | 10 | 17 | 47.22 | 0 | 1.RFI was Not raised.2.Staging done without stair case 3Road restoration not done properly 4.Safety belt not used 5.PPE kit not used.6.Safety net not used. | |||
Amroha
|
LC INFRA | 2 | 1 | 1 | 4 | 0 | 0 | 0 | 0 | 0.00 | 0 | Poor Quality of Materials like sand and Bricks are being used for Construction of Boundary Wall and Pump House | ||
OMIL-JWIL (JV) | 40 | 40 | 14 | 94 | 22 | 8 | 8 | 38 | 40.43 | 0 | 1) Poor Quality of Road Restoration 2) Corrosive steel is being used for OHT Construction 3) Poor Quality of Materials used for OHT Construction 4) PPE kit not available at site. 5) RFI was Not raised 6) Poor Quality of Materials like sand and aggregate are being used for Construction of OHT | |||
SPML Infra | 39 | 63 | 20 | 122 | 36 | 56 | 19 | 111 | 90.98 | 0 | ||||
Sambhal
|
LC INFRA | 1 | 9 | 0 | 10 | 1 | 3 | 0 | 4 | 40.00 | 0 | 20mm MDPE pipe find in exposed condition 2. Honeycomb found in structure It is suggested for NDT test or any other appropriate method. 3.The depth of the trench was found 600 mm at many locations whereas as per IS standard it should be 1 meter+dia of pipe. | ||
NKG-PRIMUS (JV) | 8 | 26 | 38 | 72 | 2 | 12 | 38 | 52 | 72.22 | 0 | 1. The depth of the trench was found 700 mm at many locations 2.Quality of Bricks is very poor for Boundary Wall works 3. Road restoration not done as per specification. | |||
SPML Infra | 6 | 44 | 34 | 84 | 3 | 28 | 30 | 61 | 72.62 | 0 | 1. FHTC Connection are not Installed as per specifications 2. Poor Quality of Material 3.The depth of the trench was found 700 mm at many locations whereas as per IS standard . 3. Road restoration not done as per specification | |||
16 | Prayagraj |
Fatehpur |
GA INFRA - BABA (JV) | 69 | 467 | 7 | 543 | 3 | 91 | 1 | 95 | 17.50 | 0 | stone boulder or stone chips use as cover block for clear cover instead of Pre-cast cover block.Expansion joint has not separated Coping,Rusted sheet is used in shuttering of bottom slab of OHT, mix quality of brick is stacking |
Gayatri Projects LTD | 190 | 6198 | 266 | 6654 | 12 | 1340 | 58 | 1410 | 21.19 | 0 | Due to soil settlement, a crack has developed in the boundary wall. Additionally, the chlorination room of the pump house is not level. Expansion joints should be included throughout the coping of the boundary wall. | |||
Power Mech Projects Ltd | 474 | 3838 | 138 | 4450 | 12 | 678 | 14 | 704 | 15.82 | 0 | The boundary wall, approximately 30 meters in length, has collapsed due to the settlement of the foundation. The dimensions of the veranda column do not match the specifications in the drawing. Additionally, the FHTC at the government school has been damaged, resulting in an interruption of the water supply to the school. | |||
Pratapgarh
|
JMC - Lakshmi (JV) | 439 | 3092 | 156 | 3687 | 266 | 2143 | 156 | 2565 | 69.57 | 0 | Poor quality bricks observed at site please remove this brick material and use first class brick in boundary wall. | ||
Power Mech Projects Ltd | 781 | 2426 | 19 | 3226 | 100 | 458 | 4 | 562 | 17.42 | 0 | Honeycomb observed in first lift column above second brace beam in OHT. | |||
Kaushambi
|
GA INFRA - BABA (JV) | 468 | 3166 | 252 | 3886 | 107 | 1711 | 170 | 1988 | 51.16 | 0 | The Hooks of shear stirrups has not bend at 135 degree. | ||
JMC - Lakshmi (JV) | 325 | 2292 | 163 | 2780 | 34 | 1291 | 104 | 1429 | 51.40 | 0 | Crack has been observed on the boundary wall. | |||
Prayagraj
|
Larsen & Toubro Ltd | 1150 | 10889 | 346 | 12385 | 782 | 10373 | 342 | 11497 | 92.83 | 0 | Reinstatement of IL road compaction after back-filling have not been done properly at Node no 112-134 . Ref. IS Code 7634 Part-2 (2012)6.1,6.4.1 | ||
VPRPL | 115 | 238 | 3 | 356 | 72 | 207 | 3 | 282 | 79.21 | 0 | Copping work has been found damaged at some places. | |||
GAJA - GAIPL JV | 155 | 131 | 1 | 287 | 75 | 62 | 1 | 138 | 48.08 | 0 | Back filling of trenches are not done/properly done at node - 76-77 | |||
17 | Saharanpur |
Saharanpur |
GA INFRA - BABA (JV) | 44 | 135 | 4 | 183 | 4 | 20 | 3 | 27 | 14.75 | 0 | Poor Quality work OHT 3rd brace beam & column not plumb. Without complete staircase work & plumb of brace beam Inappropriate size of staircase Poor Quality work OHT column found honeycomb |
Gayatri Projects LTD | 6 | 61 | 10 | 77 | 0 | 9 | 7 | 16 | 20.78 | 0 | Poor quality construction work pump house. CC road reinstatement poor workmanship. | |||
NKG-PRIMUS (JV) | 8 | 94 | 6 | 108 | 4 | 57 | 4 | 65 | 60.19 | 0 | OHT column to 3rd brace not plumb Honeycombing & cracks develop in staircase Poor functional house hold tap connection Cracks developed in boundary wall | |||
Muzaffarnagar
|
Gayatri Projects LTD | 2 | 4 | 0 | 6 | 1 | 0 | 0 | 1 | 16.67 | 0 | Poor construction of Boundary Wall | ||
JMC - Lakshmi (JV) | 105 | 71 | 9 | 185 | 33 | 16 | 0 | 49 | 26.49 | 0 | Road Restoration not proper, Work done without RFI, Quality not as per standards. | |||
NKG-PRIMUS (JV) | 44 | 17 | 2 | 63 | 12 | 1 | 0 | 13 | 20.63 | 0 | Work done without RFI. Quality of material not as per standard specification | |||
Shamli
|
Gayatri Projects LTD | 2 | 3 | 2 | 7 | 0 | 0 | 0 | 0 | 0.00 | 0 | 1.staircase is not being casted simultaneously along with staging. 2. water supply has been functional without chlorination | ||
JMC - Lakshmi (JV) | 36 | 43 | 9 | 88 | 17 | 12 | 6 | 35 | 39.77 | 0 | 1. Reinforcement not found as per drawing in OHT column Construction work 2. Staging done without stair case 3.chlorination systems have not been installed and Non-Chlorinating water is being supplied directly to the households which may cause health disease. 4.sounding of bore found 150m only and also the lowering was required 159m as per logging chart | |||
18 | Varanasi |
Jaunpur |
AFCONS | 1796 | 3561 | 81 | 5438 | 723 | 1437 | 38 | 2198 | 40.42 | 915 | Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow |
WELSPUN | 1786 | 4710 | 149 | 6645 | 1091 | 3011 | 102 | 4204 | 63.27 | 703 | Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow and Road restoration work slow | |||
Ghazipur
|
HFCL- JWIL (JV) | 1044 | 1551 | 58 | 2653 | 569 | 589 | 21 | 1179 | 44.44 | 140 | 1. Work done without generating proper RFI , Restoration work is not as per specification,Cracks are observed at some of the sites, End cape are not provided at the end of opening of pipes,Honey-comb present at the various OHT column. | ||
Larsen & Toubro Ltd | 2518 | 4318 | 225 | 7061 | 1190 | 1608 | 55 | 2853 | 40.41 | 169 | 1. Work done without generating proper RFI , Restoration work is not as per specification,Cracks are observed at some of the sites, End cape are not provided at the end of opening of pipes,Honey-comb present at the various OHT column. | |||
VSA | 2612 | 3461 | 58 | 6131 | 1387 | 1099 | 13 | 2499 | 40.76 | 15 | 1. Work done without generating proper RFI , Restoration work is not as per specification,Cracks are observed at some of the sites, End cape are not provided at the end of opening of pipes,Honey-comb present at the various OHT column. | |||
Chandauli
|
GA INFRA - BABA (JV) | 222 | 2809 | 45 | 3076 | 148 | 2115 | 12 | 2275 | 73.96 | 184 | "1-Hand concrete mixer is being used for concrete mixing instead of weightbatch concrete mixer. 2-Dirty water used for mixing of concreting, which is against clause 4.6 of IS;2250 3-Honeycomb observed in Pump house ( Chajja) 4-Rusted reinforcement use in pump house slab 5-100 percent old brick used for BOE road restoration work as per DPR it should be 50 percent old and 50 percent new brick for re | ||
HFCL- JWIL (JV) | 101 | 966 | 21 | 1088 | 51 | 846 | 8 | 905 | 83.18 | 0 | "1-Hand concrete mixer used for concrete mixing Instead of PLC based weighbatch concrete mixer. 2-Depth found 800mm found for 63mm dia HDPE Pipe laying as per DPR it should be 1000mm+Dia 3-Second class bricks are available at site , whereas per the DPR 1st class bricks should be used. 4-Curing of concrete of boundary wall coping casting work not done after de-shuttering . 5-MDPE pipe found above | |||
ION EXCHANGE | 570 | 4634 | 69 | 5273 | 403 | 3231 | 42 | 3676 | 69.71 | 211 | "1-10mm,20mm aggregate found failed during sieve analasys test 2-Depth of 140mm dia HDPE Pipe found 570mm whereas as per the DPR ,pipe should be laid at least 1.0m+Dia 3-100 percent old brick used for BOE road restoration work as per DPR it should be 50 percent old and 50 percent new Brick should be used for restoration work 4-Hand concrete mixer used for concrete mixing Instead of PLC based weig | |||
VSA | 987 | 5588 | 247 | 6822 | 779 | 4136 | 204 | 5119 | 75.04 | 307 | "1-Grouting of GI pipe not done 2-MDPE pipe found above GL level ( open condition) 3-100 percent old brick use for BOE road restoration work, As per DPR it should be 50 percent old and 50 percent new brick for BOE road restoration work 4-Depth of 63mm dia HDPE Pipe found 700mm, whereas as per the DPR depth should be 1m+dia 5-Reinstatement not done from last one month. Restoration work is being pe | |||
East India Udhyog- Kaveri JV | 8 | 145 | 1 | 154 | 0 | 0 | 0 | 0 | 0.00 | 0 | 1. Work done without generating proper RFI , Restoration work is not as per specification,Cracks are observed at some of the sites, End cape are not provided at the end of opening of pipes,Honey-comb present at the various OHT column. | |||
Varanasi
|
Larsen & Toubro Ltd | 2777 | 19134 | 795 | 22706 | 1421 | 10140 | 377 | 11938 | 52.58 | 1002 | Pump house Appron Found in Damaged Condition & cracks observed in boundary wall. | ||
© Copyright 2020 Jal Jeevan Mission - Uttar Pradesh | Design & Developed By SigmaIT Software Designers Pvt. Ltd |