Status Of NCs & Compliances

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 32 0 32 0 15 0 15 46.88 0
Agra
Megha 45 18 1 64 30 9 1 40 62.50 0
NCC-APCO JV 12 5 4 21 9 5 4 18 85.71 0
Firozabad
Larsen & Toubro Ltd 5 90 7 102 5 45 7 57 55.88 0
NCC Ltd. 0 50 1 51 0 6 0 6 11.76 0
Mainpuri
NCC Ltd. 10 29 3 42 9 22 3 34 80.95 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 3 20 2 25 0 0 0 0 0.00 0
PNC-SPML-JV 9 7 0 16 6 4 0 10 62.50 0
Vindhya-GAJA (JV) 2 7 0 9 1 2 0 3 33.33 0
VSA 6 3 0 9 2 2 0 4 44.44 0
Ayodhya
Gayatri Projects LTD 0 2 3 5 0 2 3 5 100.00 0
UNIVERSAL MEP 2 7 6 15 2 6 5 13 86.67 0
Vindhya-GAJA (JV) 3 7 4 14 1 2 2 5 35.71 0
VSA 6 14 9 29 1 4 4 9 31.03 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 12 16 55.17 0
UNIVERSAL MEP 0 9 8 17 0 8 6 14 82.35 0
Vindhya-GAJA (JV) 2 79 87 168 1 24 27 52 30.95 0
Amethi
Gayatri Projects LTD 8 9 8 25 6 7 0 13 52.00 0
Vindhya-GAJA (JV) 11 16 19 46 3 12 10 25 54.35 0
WELSPUN 5 7 9 21 1 7 7 15 71.43 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 7 65 80 0 0 49 49 61.25 0 Disinfection process for pipelines & water bearing structures not done as per specifications. Road restoration not done properly. Work done without RFI. Alum / lime dosing arrangement not started by agency.
NCC Ltd. 8 10 28 46 0 0 41 41 89.13 0 1-The dosing arrangement system is not started by agency and also Algae have been found in the raw water channel. 2-Hydro test/water Leakage test is not done for FCLF and Filter bed. 3-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) 6 15 2 23 1 0 0 1 4.35 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 28 55 21 104 6 14 9 29 27.88 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.
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 8 6 14 0 5 3 8 57.14 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 42 72 113 227 27 43 25 95 41.85 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) 170 4848 9 5027 115 3532 3 3650 72.61 46 1.A severe crack has been found in the pump house verandah from the DPC to the foundation wall. 2.Pump house lintel thickness has not been done proper. 3.Crack has been observed in Bypass chamber. 4.200mm HDPE pipe has been found in exposed condition on road side. 5. The Trench was left open due to which the road has settled. 6. The solar VFD is not installed. 7. Pump house verandah slab has been
Rithwik-Koya (JV) 87 2185 11 2283 25 1058 1 1084 47.48 0 1- Reinforcement is visible in OHT 2nd brace beam due to improper cover block. 2 Reinforcement is visible in OHT 2nd brace beam due to improper cover block. 3.Crack has been observed in boundary wall work. 4. Finishing work required in Brace beam. 5.During the site visit it has been sand & aggregate stored at site found mixed. 6.Crack has been observed on the boundary wall. 7.Backfilling of trench
Gorakhpur
NCC Ltd. 711 10448 353 11512 404 7976 304 8684 75.43 2557 1.Reinforcement of OHT Column has been left open without any precautions which will lead to corrosion and rusting of the same. 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. 6.The pea gravel is not proper filling at chamber.7. Pump house pli
Rithwik-Koya (JV) 266 2704 35 3005 161 1845 16 2022 67.29 282 "1.OHT work has been halted for an extended period, resulting in the reinforcement being exposed to rust, which could compromise the structure's stability. 2.Undulation has been observed in boundary wall coping work. 3.Pump house slab reinforcement has been found exposed due to improper cover block. 4. Severe crack has been found in the boundary wall. 5.Undulation has been found in pump house slab
Kushi Nagar
NCC Ltd. 1374 12716 117 14207 1370 12662 82 14114 99.35 621 1.During site inspection depth of HDPE pipe was found 650mm instead of 1m plus dia of pipe.(Node J202-J254). 2.During Site Inspection found crack on pump house chamber. 3.crack has been observed in DG foundation. 4.Severe Crack has been observed on the boundary wall. 5.Crack has been found in plinth protection of pump house. 6.During site inspection boundary wall found in damaged condition.
Deoria
Gayatri Projects LTD 639 4190 18 4847 313 2204 4 2521 52.01 1278 1.-Crack has been observed on the boundary Wall.2.-Coping of boundary Wall is not in straight alignment.3.-Crack has been observed on the top surface of Boundary Wall coping.4.-Plaster has been done on DPC of Boundary Wall.
LC INFRA 550 4787 44 5381 405 3251 28 3684 68.46 1830 1.-Pump house chajja not found in proper alignment.2.-Crack has been observed in boundary wall.3.-Boundary wall coping has been not found in straight alignment.4.-Honeycomb has been observed in OHT column.
Rithwik-Koya (JV) 87 836 2 925 81 696 1 778 84.11 61 1.-In pump house varandah slab lintel beam has not been provided one side.2.-Steel has been visible in pump house lintel beam.3.-Thickness of Pump house lintel beam found 70 mm instead of 150mm.4.-Pump house lintel beam thickness found 75mm instead of 150mm.
UNIVERSAL MEP 58 279 3 340 13 110 0 123 36.18 4 1.-Crack has been observed on the boundary wall.2.-Boundary wall has been found in damaged condition.3.-Proper ladder not provided in OHT for checking slab reinforcement at height level.
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. 151 945 761 1857 101 427 640 1168 62.90 0 1- Hydrotest disinfection and flushing of pipe line not done before Supply of water. 2- Road restoration work not done as per original specification. 3- Water tightness test of OHT is not done as per IS specification 10500.
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. 1092 1280 1220 3592 829 1007 1098 2934 81.68 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 scaffoldings not submitted.6) Nonstandard scaffolding used at site.7) Non-standard DG used at site.
Lucknow
NCC Ltd. 98 291 553 942 80 245 480 805 85.46 0 1-Disinfection of pipe line before the direct water supply is not conducted.2-In pipeline work Backfilling and post Compaction Test Report is not provided. 3-Proper Terminal Pressure is not maintained as per the requirement viz. 0.7kg/cm2 in most of the habitations / GPs.
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 9 4 19 6 5 2 13 68.42 0
Ghaziabad
LC INFRA 3 2 2 7 2 2 2 6 85.71 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 8 0 10 2 7 0 9 90.00 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 53 10 22 85 22 7 18 47 55.29 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 drawing
Vindhya-GAJA (JV) 189 6 18 213 71 5 15 91 42.72 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) 34 35 7 76 15 12 6 33 43.42 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 1751 3427 80 5258 723 1437 38 2198 41.80 912 "1-Slab of chajja not casted properly undulation found in slab it should be demolished and recasted again. Thickness of pump house slab not proper. 2-100% old bricks has been used instead of 50% new and 50% old bricks as per DPR, Reinstatements of BOE road not done properly undulation found at the site on restored BOE surface"
WELSPUN 1760 4686 148 6594 1091 3011 102 4204 63.75 699 "1-Honeycomb found in column and beam of OHT . 2-Curing work of OHT is not properly done, which may affect the strength of structure 3-WIdth of trench found 240mm which is not as per DPR. It should be 300mm +Dia of p"
Ghazipur
HFCL- JWIL (JV) 1024 1499 57 2580 461 437 18 916 35.50 0 "1-Width of the trench observed is 200mm at the top of the trench whereas as per DPR the width should be at least 600mm+ of pipe. 2-Quality of sand, 10mm, 20mm Aggregate not satisfactory 3- 75mm HDPE Pipe found laid in damage condition. 4-Depth of the trench is found 600mm at the top of the 63mm HDPE Pipe , whereas as per DPR the Depth should be at least 1000mm+ Dia of pipe. 5-MDPE pipe (20mm) f
Larsen & Toubro Ltd 2513 4293 224 7030 1169 1560 58 2787 39.64 169 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 2597 3425 57 6079 1390 1085 13 2488 40.93 140 "1-Rusted steel used in ground beam work 2-Honeycombing is found in the Ring/Tie beam , Columns of the OHT. 3-Rusted bars are using in the construction of OHT foundation. 4-Cracks are found in the slab of the pump house. 5-Cracks are found in the boundary wall."
Chandauli
GA INFRA - BABA (JV) 221 2802 45 3068 148 2115 12 2275 74.15 184 "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) 98 952 21 1071 45 778 8 831 77.59 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 563 4567 66 5196 403 3231 42 3676 70.75 211 "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 5556 247 6790 779 4076 204 5059 74.51 307 "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 7 135 1 143 0 0 0 0 0.00 0 "1-Honeycomb found in column and beam of OHT . 2-Curing work of OHT is not properly done, which may affect the strength of structure 3-WIdth of trench found 240mm which is not as per DPR. It should be 300mm +Dia of p" 
Varanasi
Larsen & Toubro Ltd 2736 18973 788 22497 1421 10140 377 11938 53.06 988 "1-Honeycomb found in column and beam of OHT . 2-Curing work of OHT is not properly done, which may affect the strength of structure 3-WIdth of trench found 240mm which is not as per DPR. It should be 300mm +Dia of p"