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 4 0 4 0 0 0 0 0.00 0
Agra
Megha 2 3 1 6 2 1 0 3 50.00 0
NCC-APCO JV 0 0 1 1 0 0 0 0 0.00 0
Firozabad
Larsen & Toubro Ltd 1 6 2 9 0 1 2 3 33.33 0
Mainpuri
NCC Ltd. 8 26 3 37 7 19 3 29 78.38 0
2 Aligarh Aligarh
ION EXCHANGE 10 22 13 45 6 7 8 21 46.67 0 Quality of materials is not as per standard specifications- Local fine sand and bad quality bricks was being used in brick masonry work. Work done without RFI
JMC - Lakshmi (JV) 5 1 0 6 4 1 0 5 83.33 0 Quality of materials (Sand & Bricks) not as per standard specifications
PNC-SPML-JV 12 14 7 33 6 6 6 18 54.55 0 Quality of material not as per standard specification
Hathras
BGCCPL-Ramky (JV) 0 6 1 7 0 0 0 0 0.00 0
ION EXCHANGE 5 21 1 27 2 9 0 11 40.74 0 work done without RFI & restoration 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 15 35 50 0 15 26 41 82.00 0
Kasganj
ION EXCHANGE 0 1 0 1 0 0 0 0 0.00 0
PNC-SPML-JV 20 32 30 82 13 19 20 52 63.41 0 Reinstatement work not as per specification.
3 Ayodhya Barabanki
Gayatri Projects LTD 1 3 0 4 1 1 0 2 50.00 0
Megha 0 10 1 11 0 0 0 0 0.00 0
PNC-SPML-JV 0 3 0 3 0 1 0 1 33.33 0
Vindhya-GAJA (JV) 0 2 0 2 0 2 0 2 100.00 0
VSA 0 2 0 2 0 1 0 1 50.00 0
Ayodhya
Gayatri Projects LTD 0 0 2 2 0 0 1 1 50.00 0
UNIVERSAL MEP 2 3 2 7 2 3 2 7 100.00 0
Vindhya-GAJA (JV) 3 2 2 7 1 0 0 1 14.29 0
VSA 2 8 5 15 0 1 1 2 13.33 0
Ambedkar Nagar
Vindhya-GAJA (JV) 6 12 1 19 3 3 1 7 36.84 0 Depth found below the specification and cracks developed in boundary wall and pump house, Cube failed on testing of 7 days strength. 3r Class Bricks used boundary wall masonry work. thickness in pcc, cracks in columns are found
WELSPUN 3 6 0 9 3 5 0 8 88.89 0 Boundary wall is not constructed as per drawings,
Sultanpur
Gayatri Projects LTD 0 1 12 13 0 0 9 9 69.23 0
UNIVERSAL MEP 0 1 3 4 0 1 2 3 75.00 0
Vindhya-GAJA (JV) 0 20 11 31 0 11 7 18 58.06 0
Amethi
Gayatri Projects LTD 3 7 0 10 3 5 0 8 80.00 0
Vindhya-GAJA (JV) 2 10 6 18 2 5 2 9 50.00 0
WELSPUN 0 7 6 13 0 6 6 12 92.31 0
4 Azamgarh Azamgarh
ECO PROTECTION ENGINEER 14 83 3 100 5 63 0 68 68.00 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) 173 619 36 828 66 249 13 328 39.61 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) 31 155 6 192 1 16 1 18 9.38 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 981 3788 186 4955 805 2863 162 3830 77.30 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 23 67 4 94 0 4 0 4 4.26 0 Proper layer wise compaction is not being performed which causes depression on road, resulting accidents
M/s Sudhakara Infratech Pvt. Ltd 383 1117 48 1548 253 739 20 1012 65.37 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 specificatons.
VIKRAN-VPRPL (JV) 80 153 11 244 54 79 3 136 55.74 0 Curing is not being done properly hence structure is not able to achieve its optimum strength.
Mau
GA INFRA-VPL 232 934 8 1174 185 295 9 489 41.65 4 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) 68 285 16 369 56 53 0 109 29.54 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 582 2019 137 2738 563 388 105 1056 38.57 186 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.
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 25 82 38 145 25 78 38 141 97.24 0 1)Major concreting work of overhead tank are carried out in absence of technical staff 2)Approved drawings not available at site 3)Weigh Batcher not used for Design mix Concreting of OHT 4)Cube tests are not done on regular basis. also Lab testing of materials using at site are not being done timely
Bareilly
NCC Ltd. 29 51 35 115 29 51 34 114 99.13 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) 1 5 2 8 1 0 0 1 12.50 0 Brick bats and PPC cement used in the construction of Boundary wall.
Megha 16 37 18 71 6 14 5 25 35.21 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 6 11 2 19 1 0 0 1 5.26 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 2 2 4 0 0 0 0 0.00 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 17 54 38 109 5 6 5 16 14.68 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 . Local sand used in campus work.
VSA 1 8 7 16 1 6 3 10 62.50 0 NC raised for used local sand in Boundary wall construction work and also not provide H frame for TW supporting.local sand used in campus develop work
Sant Kabeer Nagar
JAKSON - VISHVARAJ (JV) 3 14 5 22 0 0 0 0 0.00 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 7 28 22 57 2 0 9 11 19.30 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.
8 Etawah/ Kanpur Farrukhabad
GVPR 0 1 0 1 0 0 0 0 0.00 0 HSC found outside the house GP Tusore Rajepur block.
Vindhya-GAJA (JV) 0 2 0 2 0 0 0 0 0.00 0 HSC found outside of the house and MDPE found over the ground Hasnapur and Ashgarpur GP block Shamshabad.
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) 4 3 1 8 0 1 1 2 25.00 0 During the casting of OHT structure GL brace beam shuttering was not proper due to which spacing is not proper in column bars. Honey comb has been occurred in the junction. Patching has been completed by the agency without information and no any RFI has been raised by the agency to TPI for inspection before and after casting.
Auraiya
GVPR 2 11 12 25 1 9 10 20 80.00 0
Indian Hume Pipe 1 4 6 11 1 3 5 9 81.82 0
Kanpur Dehat
GVPR 4 5 7 16 2 3 5 10 62.50 0 quality of materials not as per standard specification.
Indian Hume Pipe 8 20 25 53 4 16 21 41 77.36 0 road restoration not proper.
Vindhya-GAJA (JV) 3 5 2 10 3 3 2 8 80.00 0 WORK DONE WITHOUT RFI
VSA 6 5 5 16 0 2 3 5 31.25 0 STAGING DONE WITHOUT STAIRCASE
Kanpur Nagar
Vindhya-GAJA (JV) 2 20 27 49 2 20 27 49 100.00 0 Stirrups were not as per design and drawing.
VSA 8 22 10 40 8 22 10 40 100.00 0 The work not done as per the approved design and drawing of the Pump House
9 Gonda Bahraich
GA INFRA-VPL 5 14 8 27 1 6 4 11 40.74 0 1. Lack of manpower, physical work progress is very slow. 2. Established quality laboratory, but they don't have sufficient equipment's.
PNC-SPML-JV 42 78 16 136 21 62 14 97 71.32 0 1. Partial Water Supply Started without proper disinfection and flushing. 2. Plywood doors and windows have been installed in 55 Gram Panchayats. Despite repeated instructions to the executing agency, no action is being taken on their behalf.
Shravasti
GA INFRA-VPL 4 5 6 15 3 2 2 7 46.67 0 1. Lack of manpower, physical work progress is very slow. 2. Established quality laboratory, but they don't have sufficient equipment's. 3. Contractor has not submitted any work plan, methodology before starting the work.
Larsen & Toubro Ltd 12 18 13 43 10 14 10 34 79.07 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.
Balrampur
Dara- Eco Protection (JV) 12 25 22 59 5 11 15 31 52.54 0 1. Lack of manpower and slow work progress 2. Interlocking work for road restoration was left incomplete. 3. Hydrotesting, disinfection, and flushing of the pipeline not done before water supply.
Larsen & Toubro Ltd 12 30 32 74 9 23 28 60 81.08 0 1) Drinking Water is supplied without performing disinfection of distribution line, hydraulic structure. 2) Pump house finishing work is not proper. 2) Lot of road restoration work is pending from the agency and quality of road restoration is not as per standard
Gonda
KLSR - RAYS (JV) 4 10 5 19 1 4 3 8 42.11 0 1. Lack of manpower, physical work progress is very slow. 2. Established quality laboratory, but they don't have sufficient equipment's. 3. Contractor has not submitted any work plan, methodology before starting the work.
Larsen & Toubro Ltd 14 73 29 116 11 45 20 76 65.52 0 1) Drinking Water is supplied without performing disinfection of distribution line, hydraulic structure . Many schemes distribution line is found open without providing end caps. 2) Lot of road restoration work is pending from the agency and quality of road restoration is not as per standard. 3) Soil compaction is not performed for pump house construction and as well as in pipe laying. 4) Fine s
10 Gorakhpur Maharajganj
JMC - Lakshmi (JV) 121 3785 8 3914 99 3357 3 3459 88.38 46 1. Hydrotest of Pipes are not performed parrellely after laying of pipes. 2. Fine sand(White sand) used in boundary wall and plaster work. 3.Proper depth & width of trenching for pipe line is not being maintained, also layer-wise back filling is not being done. 4.Solar pannels pedestals concrete found honeycomb. 5-Honeycombs in structures are found due to improper shuttering and compaction.
Rithwik-Koya (JV) 44 1116 10 1170 11 666 1 678 57.95 0 "1-Proper depth & width of trenching for pipe line is not being maintained, also layer-wise back filling is not being done. 2 Hydrotest of Pipes are not performed parrellely after laying of pipes. 3. Fine sand(White sand) used in boundary wall and plaster work
Gorakhpur
NCC Ltd. 387 7721 315 8423 309 6763 287 7359 87.37 1923 "1-White sands are being used in construction 2-Road restoration work is very slow and even quality of road restoration work is not as per the existing, proper layer wise compaction is not being performed. 3-Depth of pipe layings are not found as per the specification. 4. Hydrotest of Pipes are not performed parrellely
Rithwik-Koya (JV) 137 1680 18 1835 101 1332 15 1448 78.91 275 "1-Honeycombs in structures are found due to improper shuttering and compaction. 2-Proper depth & width of trenching for pipe line is not being maintained, also layer-wise back filling is not being done. 3. Hydrotest of Pipes are not performed parrellely after laying of pipes.
Kushi Nagar
NCC Ltd. 770 9675 85 10530 357 9257 43 9657 91.71 509 "1- Honeycombs in structures are found due to improper shuttering and compaction. 2- 3rd class bricks is being used in boundary wall foundation work. 3. Cube test result not found as per IS code 456-2000(2013 amended). 4. Hydrotest of Pipes are not performed parrellely
Deoria
Gayatri Projects LTD 330 2689 6 3025 233 1835 2 2070 68.43 1203 "1-Fine sand is being used in Construction work of boundary wall. 2- Solar pannels found damaged. 3- Honey comb observed at pump house slab. 4- Earthing has not been done propely and no earthing test has been conducted so far. 5.Hydrotest of Pipes are not performed parrellely after laying of pipes and no hydro test has been conducted.
LC INFRA 410 3942 39 4391 267 1477 8 1752 39.90 1800 "1- Depth of foundation of Solar Structure is not as per drawing. 2- Bracing beams of some OHT not fond aligned. 3- Rusted steels are being used in columns of OHT. 4.Hydrotest of Pipes are not performed parrellely after laying of pipes. 5.Hon
Rithwik-Koya (JV) 9 348 0 357 6 183 0 189 52.94 16 "1-Poor quality of bricks found at site. 2-Crack has been observed in boundary wall. 3.Hydrotest of Pipes are not performed parrellely after laying of pipes and no hydro test has been conducted. "
UNIVERSAL MEP 9 62 0 71 0 14 0 14 19.72 0 1.Welding on MS socket was not properly done. 2. Welding rod are not being used as per specification and as per IS code 6013. 3. Clamp thickness was found 10mm instead of 16mm as per specification.
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. 103 430 342 875 95 409 300 804 91.89 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) 57 249 258 564 53 222 229 504 89.36 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 16 94 76 186 15 70 65 150 80.65 0 1.Road Restoration pending of BOE Surface 2..Road Restoration pending of BT Surface.3.End Cap of the HDPE pipeline not installed after completion of day
NCC Ltd. 19 137 74 230 18 103 71 192 83.48 0 1.End Cap of the HDPE pipeline not installed after completion of day .2.Road Restoration pending of BOE Surface 3.Road Restoration pending of BT Surface
Hardoi
NCC Ltd. 595 777 947 2319 463 614 842 1919 82.75 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) Bamboos and Ballies used for scaffolding erection by Building Division.
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 31 1 35 3 30 1 34 97.14 0 Pending of road restoration , improper clamping, grouting and fixing of FHTC
Baghpat
LC INFRA 6 6 4 16 6 4 2 12 75.00 0
Ghaziabad
LC INFRA 2 1 2 5 2 1 2 5 100.00 0
Gautam Buddha Nagar
LC INFRA 1 5 3 9 0 5 1 6 66.67 0 Staircase riser and tread has not been found as per design & drawing during site inspection.
Bulandshahr
JMC - Lakshmi (JV) 1 11 1 13 1 9 1 11 84.62 0
Power Mech Projects Ltd 2 5 1 8 1 4 1 6 75.00 0 1- Raft casting not done in one time.
WELSPUN 0 4 0 4 0 2 0 2 50.00 0
Hapur
LC INFRA 1 8 10 19 1 1 2 4 21.05 0
14 Mirzapur Sant Ravidas Nagar
GA INFRA - BABA (JV) 272 781 52 1105 160 534 23 717 64.89 1099 1) Calibration of CTM machine is pending and ESR Cubes test are not performed in the lab. 2) Crack has been observed in the most of Boundary wall.
WELSPUN 381 1306 95 1782 303 1106 70 1479 83.00 1908 1) End cap is not provided to prevent ingress of materials in the pipe. 2) Backfilling of trenches are not done properly.
Mirzapur
GVPR 67 836 33 936 48 397 11 456 48.72 20 Stair case of OHT is not as per drawing.
Megha 276 1827 67 2170 51 489 16 556 25.62 49 Leakage has been observed in CWR-3
NCC Ltd. 200 2504 239 2943 33 508 4 545 18.52 62 Leakage has been observed in conical wall.
GA INFRA 259 2082 109 2450 60 477 49 586 23.92 25 Leakage/Seepage has been found in ESR bottom dome.
Multiurban 12 216 8 236 0 11 0 11 4.66 19 -
Ramky baba 162 1438 138 1738 37 181 2 220 12.66 32 -
Sonbhadra
GVPR 107 1105 24 1236 29 407 8 444 35.92 24 1. Pipe were not laid as per required Depth and left open. 2. Pipe laid directly on the surface.
Larsen & Toubro Ltd 23 1225 34 1282 6 547 18 571 44.54 73 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. 30 1123 8 1161 6 416 2 424 36.52 18 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 17 -
VPRPL 94 2071 84 2249 20 812 27 859 38.19 78 After repairing of water leaking, excess soil had dumped on road surface.
15 Moradabad Bijnor
LC INFRA 21 10 37 68 2 4 15 21 30.88 0 1. Steel spacing, Cover not provided 2. Concrete mix work not done as per approved design and drawing 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 at Construc
Vindhya-GAJA (JV) 49 6 17 72 34 5 15 54 75.00 0 1.Steel spacing, Cover not provided 2.Concrete mix work not done as per approved design and drawing 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 in Construction
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 1) Quality of constructions material being used at site is poor such as bricks, and cement.
NKG-PRIMUS (JV) 3 6 6 15 2 4 6 12 80.00 0 Settlement was observed in road,Depth of MDPE pipe was not as per specification,Hydrotest not conducted to encounter leakeges in the distribution network etc at some places.
OMIL-JWIL (JV) 3 7 6 16 2 3 5 10 62.50 0 plaster work is undulated and low grade,poor quality of bricks and workmanship found at site,FHTC connections left outsides the premises,proper clamping not provided,MDPE pipe left open,No proper road reinstatement.
SPML Infra 10 15 6 31 2 8 6 16 51.61 0 weighbatcher machine not available to ensure Design Mix,Safety Norms not following during const.work at site,Steel bar not as per drawing,TBM not fixed at OHT location,settlement in road reinstatement etc.
Amroha
LC INFRA 0 1 0 1 0 0 0 0 0.00 0 Poor Quality of Materials like sand and Bricks are being used for Construction of Boundary Wall
OMIL-JWIL (JV) 15 9 2 26 10 7 2 19 73.08 0 1) Poor Quality of Road Restoration 2) Corrosive steel is being used for OHT Construction
SPML Infra 20 16 24 60 11 9 19 39 65.00 0 1) Poor Quality of Road Restoration 2) At few locations Depth is less than 1m 3) Steel Erosion is observed in OHT Works
Sambhal
LC INFRA 2 0 0 2 0 0 0 0 0.00 0 Road restoration not done properly & work done with out RFI
NKG-PRIMUS (JV) 8 14 36 58 0 2 34 36 62.07 0
SPML Infra 6 19 22 47 1 16 18 35 74.47 0
16 Prayagraj Fatehpur
GA INFRA - BABA (JV) 12 237 7 256 0 63 0 63 24.61 95 1.)Proper depth & width of trenching for pipe line is not being maintained also layer-wise backfilling is not being done. 2.)Bricks are not being used as the approved BOQ i.e of 1st class for boundary wall, pump house & staff quarter works.
Gayatri Projects LTD 41 4749 119 4909 2 1080 4 1086 22.12 502 1.) The oversized gravel was used at site for raft foundation. 2.)Rusted steel bars were found at site due improper stacking of material,It may effects the strength of the steel bars. 3.) Cracks are developed in masonary works due to improper curing and incorrect mix ratio of mortar.
Power Mech Projects Ltd 64 2471 128 2663 2 694 0 696 26.14 240 1.)Multiple lapping is provided at a single section of the beam/raft which could reduce the strength of structure at those locations 2.)Rusted Pipe Was found working site during a lowering work. 3.)Fittings found in the store yard were not of approved make. Invoice presented was of different supplier. Bill of supply of the item was suggested to return
Pratapgarh
JMC - Lakshmi (JV) 149 2360 113 2622 18 1015 13 1046 39.89 366 1.) The depth of the trench was found 100mm and width 200mm which is not as per specification 2.) Construction materials such as cement, sand, aggregate, bricks and shuttering materials were not found of satisfactory quality and standards. 3.)Proper curing is not being carried out, leading to cracks in masonry works and major and critical honeycomb are observed this compromises the structural s
Power Mech Projects Ltd 104 1785 12 1901 21 205 0 226 11.89 553 1.) Shear stirrups was not provided properly In column and Brace Beam. 2.) The boundary wall was not properly aligned also the cracked were observed in some areas. 3.)Bricks are not being used as the approved BOQ i.e of 1st class for boundary wall, pump house & staff quarter works.
Kaushambi
GA INFRA - BABA (JV) 129 2690 217 3036 21 1476 39 1536 50.59 72 1.) Bricks are not being used as the approved BOQ i.e of 1st class for boundary wall, pump house & staff quarter works. 2.)Proper depth & width of trenching for pipe line is not being maintained also layer-wise backfilling is not being done 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.
JMC - Lakshmi (JV) 63 2084 124 2271 11 977 57 1045 46.01 236 1.) Rusted steel bars were used for slab and OHT work which Is not as per IS specificatons. 2.)Shear stirrups was not provided properly In column and Brace Beam. 3.) lap were not provided in the column bars also it was not found in staggered form.
Prayagraj
Larsen & Toubro Ltd 470 9623 370 10463 258 7676 168 8102 77.43 558 1.) Verticality of columns was not found satisfactory, additional rings were suggested to add in columns before starting of casting. 2.)Adequate extra length in L shape at the bottom of the column was not provided which is responsible for uniform distribution of the acting load on the member 3.)The size of the Concrete Cover was found 25 mm in raft foundation, as per IS code it should 50 mm .
VPRPL 12 76 6 94 0 65 2 67 71.28 0
17 Saharanpur Saharanpur
GA INFRA - BABA (JV) 3 17 3 23 0 0 0 0 0.00 0 1. OHT Raft Cube Failure 2. OHT Raft foundation casting done without permission & Steel checking. 3. Ring beam width not as per drawing.
Gayatri Projects LTD 2 17 11 30 0 0 0 0 0.00 13 1. chlorination systems have not been installed and Non-Chlorinating water is being supplied directly to the households which may cause health disease. 2. During Trial pit verification of CC Reinstatement the overall depth is observed 200 mm while the thickness of CC reinstatement is measured Not satisfactory.
NKG-PRIMUS (JV) 0 20 4 24 0 13 2 15 62.50 8
Muzaffarnagar
Gayatri Projects LTD 1 1 0 2 1 0 0 1 50.00 0 Poor construction of Boundary wall Solar module damaged
JMC - Lakshmi (JV) 28 24 3 55 11 3 0 14 25.45 27 Road Restoration not proper, Work Done without RFI, Quality not as per standard specification.
NKG-PRIMUS (JV) 7 4 0 11 1 0 0 1 9.09 0 Quality of material is not as per standard specification, Work done without RFI.
Shamli
Gayatri Projects LTD 2 1 2 5 0 0 0 0 0.00 0 1.staircase is not being casted simultaneously along with staging.
JMC - Lakshmi (JV) 21 11 7 39 9 7 6 22 56.41 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 941 2311 56 3308 85 154 17 256 7.74 636 "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 1477 4157 142 5776 897 2384 85 3366 58.28 543 "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) 464 1053 174 1691 347 129 102 578 34.18 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 2148 4059 253 6460 1054 1298 55 2407 37.26 169 "1-The DPC layer of boundary wall is damaged 2- Honeycombing is found on the coping of the boundary wall 3- Honeycombing is found on the roof of the pump house."
VSA 1901 2763 217 4881 1277 732 41 2050 42.00 140 "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) 175 2171 15 2361 70 1882 3 1955 82.80 184 "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) 62 499 9 570 5 48 2 55 9.65 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 487 3656 51 4194 269 1610 15 1894 45.16 211 "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 952 4998 227 6177 750 3870 201 4821 78.05 307 "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 0 2 0 2 0 0 0 0 0.00 0 "1- Width of trench is not as per DPR 2- Tranch is backfilled haphazardly without any proper layering, watering and compaction which is bot as per clause no. 8.1.2 of Indian standard 7634:2021 (part-2)"
Varanasi
Larsen & Toubro Ltd 2057 15361 222 17640 922 6791 188 7901 44.79 941 "1-Cracks observed in Boundary wall. 2-Ganga sand used at site. 3-Joints of brickwork are not filled properly 4-Width of trench found 230mm which is not as per IS code 4984:2016.It should be 600+ dia of pipe as per DPR. 5-Mortar used for the Brick work was not as per DPR and specifications. 6-Curing of the brick work was not properly done.It may result in low hydration of cement and reduce the bo