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 1 58 4 63 0 38 1 39 61.90 0
Agra
Megha 69 25 1 95 46 11 1 58 61.05 0
NCC-APCO JV 15 7 4 26 11 7 4 22 84.62 0
Firozabad
Larsen & Toubro Ltd 5 147 7 159 5 54 7 66 41.51 0
NCC Ltd. 0 66 1 67 0 38 0 38 56.72 0
Mainpuri
NCC Ltd. 12 32 3 47 10 24 3 37 78.72 0
2 Aligarh Aligarh
ION EXCHANGE 11 37 13 61 8 11 8 27 44.26 0 Quality of materials (Sand & Bricks) not as per standard specifications.
JMC - Lakshmi (JV) 9 51 0 60 6 33 0 39 65.00 0 Quality of materials (Sand & Bricks) not as per standard specifications.
PNC-SPML-JV 14 79 7 100 12 51 7 70 70.00 0 Quality of materials (Sand & Bricks) 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 4 2 6 0 2 2 4 66.67 0
JMC - Lakshmi (JV) 0 16 8 24 0 10 6 16 66.67 0
Power Mech Projects Ltd 0 65 31 96 0 53 28 81 84.38 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 3 6 0 9 2 1 0 3 33.33 0
Megha 10 35 2 47 0 0 0 0 0.00 0
PNC-SPML-JV 15 23 2 40 6 7 1 14 35.00 0
Vindhya-GAJA (JV) 8 12 0 20 5 5 0 10 50.00 0
VSA 9 7 0 16 4 2 0 6 37.50 0
Ayodhya
Gayatri Projects LTD 0 3 4 7 0 2 3 5 71.43 0
UNIVERSAL MEP 2 16 7 25 2 10 7 19 76.00 0
Vindhya-GAJA (JV) 5 9 5 19 2 2 2 6 31.58 0
VSA 17 22 12 51 2 5 5 12 23.53 0
Ambedkar Nagar
Vindhya-GAJA (JV) 30 73 2 105 8 25 1 34 32.38 0
WELSPUN 5 14 0 19 4 8 0 12 63.16 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 12 16 13 41 6 7 0 13 31.71 0
Vindhya-GAJA (JV) 14 22 21 57 3 16 11 30 52.63 0
WELSPUN 8 8 16 32 2 7 9 18 56.25 0
4 Azamgarh Azamgarh
ECO PROTECTION ENGINEER 103 277 3 383 66 187 0 253 66.06 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) 292 1036 44 1372 76 303 13 392 28.57 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) 114 12 15 141 3 48 5 56 39.72 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 1436 5121 219 6776 1009 3630 184 4823 71.18 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 88 313 17 418 8 32 1 41 9.81 0 Proper layer wise compaction is not being performed which causes depression on road, resulting accidents
M/s Sudhakara Infratech Pvt. Ltd 992 3006 76 4074 617 2009 25 2651 65.07 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) 212 395 59 666 103 195 7 305 45.80 0 Curing is not being done properly hence structure is not able to achieve its optimum strength.
Mau
GA INFRA-VPL 394 3043 14 3451 221 938 14 1173 33.99 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) 75 1020 16 1111 56 312 2 370 33.30 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 663 3753 139 4555 568 1570 106 2244 49.26 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 260 374 4 638 139 173 2 314 49.22 0 1.Stacking of steel is not done in proper way and is placed on ground . 2- Crack has been observed in the boundary wall . 3. Back filling of tranch has not as per specification .
GAJA - GAIPL JV 88 738 0 826 63 443 0 506 61.26 0 1- Interlocking road restoration not done properly, at this site. Proper restoration method should be adopted to avoid any further settlement of the trenches. 2- Trench has been found settle down. Proper backfilling should be adopted to avoid any further settlement of the trenches 3. Back-filling of trenches has not been properly done. Proper backfilling should be adopted to avoid any further sett
Eagle Infra- Sudhakara Infra JV 166 404 10 580 138 357 3 498 85.86 0 1.In OHT Kharika joint between Column and Brace is not as per Drawing. Execution of the work should be done as per the drawing given. 2-In OHT Kharika joint between Column and Brace is not as per Drawing. Execution of the work should be done as per the drawing given.
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 52 36 117 29 52 36 117 100.00 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. 6 16 20 42 2 11 20 33 78.57 0
7 Basti Siddharth Nagar
JAKSON - VISHVARAJ (JV) 19 68 2 89 5 10 4 19 21.35 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 40 69 6 115 8 18 15 41 35.65 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 18 32 4 54 3 4 6 13 24.07 0 The RCC column of OHT not found as per specification. 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.
Basti
JAKSON - VISHVARAJ (JV) 1 17 12 30 0 5 3 8 26.67 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 & road restoration work is not done.
Megha 82 105 146 333 32 43 33 108 32.43 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 13 24 2 9 9 20 83.33 0 NC raised for used local sand in Boundary wall construction work and also not provide H frame for TW supporting. and Solar work
Sant Kabeer Nagar
JAKSON - VISHVARAJ (JV) 12 46 31 89 3 8 5 16 17.98 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 11 38 31 80 2 1 9 12 15.00 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 26 17 6 49 3 6 1 10 20.41 0 Honeycomb found in column and beam of OHT
Indian Hume Pipe 10 8 3 21 3 2 0 5 23.81 0
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 76 18 138 40 72 16 128 92.75 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 initial Plate 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) 301 5260 5 5566 125 3726 3 3854 69.24 486 1. Culvert crossing of 63mm HDPE is not as per Standard. 2During Site visit Boundary wall found collapsed.3. Prism cement is used instead of ultratech. 4.Restoration work is being pending since a long duration. 5. White sand used in Pump house Brickwork.
Rithwik-Koya (JV) 213 2550 3 2766 33 1152 1 1186 42.88 0 1-Rusted Steel found in ESR Construction work. 2.Copping of boundary wall is not properly finished by TKC. 3.Interlocking road is settled down. 4. MDPE pipe is exposed condition.
Gorakhpur
NCC Ltd. 835 11513 367 12715 545 8889 324 9758 76.74 2594 1.OHT columns steel bar have been found rusted. 2.Mud has been found around the column surface. 3. Plinth protection has been damaged condition. 4.Crack has been observed on the boundary wall. 5. Honeycomb found in OHT brace beam. 6.The height of the boundary wall is lower near the expansion joint. 7.Grouting of GI pipe not done. 8. The tap has not been installed in the FHTC connection. 9. Honey c
Rithwik-Koya (JV) 296 3256 41 3593 161 1845 16 2022 56.28 295 "1. Brace beam of the over head tank not in alignment . 2.Honeycomb has been found in the column of the overhead tank. 3. .Honeycomb has been found pump house slab. 4. Undulation has been found on pump house down slab. 5. Undulation has been observed in Pump house Slab. 6. Painting work has been found poor Condition. "
Kushi Nagar
NCC Ltd. 2208 14047 104 16359 1848 13658 95 15601 95.37 621 1.During site inspection it observed that Junction of 1st tie beam coloumn is not done as per specifications. 2.Angle bends in hooks of stirrups of Column has not done properly. 3.The column and Brace beam junction is not being casting according to drawing. 4. A heavy honeycomb has been observed in the OHT column. 5.No proper joint mechanism followed at the junction of the OHT column and brace bea
Deoria
Gayatri Projects LTD 828 5110 20 5958 327 2264 5 2596 43.57 1285 1.-Crack has been observed in the Boundary wall.2.-Fine crack has been started developing on the boundary Wall.3.-Crack has been observed in Plinth protection of pump house.4.-Crack has been observed on plinth protection(Apron) of pump house.
LC INFRA 778 5761 41 6580 423 3455 28 3906 59.36 1843 1.-Steel is visible in OHT first column which is not repaired.2.-OHT column & brace finishing work not proper done.3.-OHT ground brace beam alignment not proper done near first column face.4.-Proper finishing not done below the OHT staircase.
Rithwik-Koya (JV) 158 1308 10 1476 101 852 2 955 64.70 66 1.-During jmr depth has been observed in 610mm Node P-5.2.-During jmr depth has been observed in 590mm Node P-23.3.-During jmr depth has been observed in 600mm Node P-3.4.During jmr depth has been observed in 500mm Node p-31.
UNIVERSAL MEP 112 476 4 592 20 124 0 144 24.32 5 1.Crack has been observed on the boundary wall many places.2.-Honeycomb observed in OHT 1st column.3.-Honeycomb observed and steel is visible in OHT 2nd column due to proper cover block not provided.4.-Rusted steel bar found at site.
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. 161 1020 786 1967 101 427 640 1168 59.38 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) 112 657 576 1345 75 422 501 998 74.20 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 19 134 72 225 16 76 18 110 48.89 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. 19 176 77 272 19 109 71 199 73.16 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
Hardoi
NCC Ltd. 1329 1616 1313 4258 996 1279 1165 3440 80.79 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.7) Quality issues during OHT work
Lucknow
NCC Ltd. 202 1679 553 2434 88 820 553 1461 60.02 0
Rae Bareli
NCC Ltd. 46 428 78 552 34 333 78 445 80.62 0 During inspection of site, It was observed that the contractor has used bamboo scaffolding instead of metallic/MS scaffolding for the construction of OHT, due to this type of unsafe practices it may cause of accident. It was observed that damaged electrical wire with uninsulated wire used for electrical supply. There are very poor electrical management noticed inside the OHT campus. It may lead t
Vindhya-GAJA (JV) 26 114 20 160 4 34 10 48 30.00 0 Install the chlorination arrangement and to disinfect the pipe line network with chlorine for 24 hours before regular supply . Prepare the as built drawings and submit the same for future reference and proper operation & maintenance. It is being suggested to clean the campus and plantation should be done in this session.
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 11 4 21 6 5 2 13 61.90 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 31 1 33 1 16 1 18 54.55 0 The Cement Concrete Road restoration work was carried out by executing agency without laying required thickness CC & GSB, WBMGrIII/WMM layer for sub base and without adequate compaction layer wise of filled up excavated earth in pipeline trench. Further it was noticed that cement concrete was being laid by the agency directly on loose GSB layer. Also vibrator was not also applied to the concern.
Power Mech Projects Ltd 2 10 1 13 2 8 1 11 84.62 0 it was noted that the CC floor of the pump house has badly settled indicating substandard quality of construction.
WELSPUN 1 15 0 16 0 9 0 9 56.25 0 The specified thickness of compacted sand for sand bedding and compacted WBM/WMM/crushed stone layer in base course have not been laid below interlocking concrete paver block roads as per IRC:SP:63- 2018 as evinced in the photographs for light traffic rural roads of above WSS. Also the concrete paver blocks are being laid without adequately compacting filled up earth layer wise in pipeline trench.
Hapur
LC INFRA 1 8 10 19 1 1 2 4 21.05 0
14 Mirzapur Sant Ravidas Nagar
GA INFRA - BABA (JV) 661 1341 113 2115 171 574 28 773 36.55 960 During laying of 160mm HDPE pipe depth was found 800mm from bottom of the pipe. Depth of trenches are not as per specification.
WELSPUN 829 1813 132 2774 464 1453 107 2024 72.96 1305 Steel reinforcement bars are kept in direct contact of ground .Major honeycomb observed in column of ESR. Ring beam is not alignment.
Mirzapur
GVPR 119 1056 39 1214 48 397 11 456 37.56 20 -
Megha 672 2500 81 3253 51 489 16 556 17.09 49 -
NCC Ltd. 383 3184 280 3847 80 1175 126 1381 35.90 62 -
GA INFRA 894 3097 125 4116 68 531 49 648 15.74 25 Boundary wall has been found damaged.
Multiurban 26 243 10 279 0 11 0 11 3.94 19 -
Ramky baba 292 2019 153 2464 37 181 8 226 9.17 32 -
Sonbhadra
GVPR 119 1232 30 1381 34 438 8 480 34.76 26 1. Pipe were not laid as per required Depth and left open. 2. Pipe laid directly on the surface.
Larsen & Toubro Ltd 46 1760 59 1865 6 547 18 571 30.62 76 1. Leakage in Pipe joints from more than 4 months. 2. Flange is welded with pipe which is not acceptable at any cost.
NCC Ltd. 92 1569 19 1680 19 1080 12 1111 66.13 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 8 170 15 193 100.00 18 -
VPRPL 142 2889 95 3126 20 1530 27 1577 50.45 81 After completion of pipe laying work BT road dismantled but it has not been restored.
15 Moradabad Bijnor
LC INFRA 65 10 23 98 49 7 18 74 75.51 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) 221 6 19 246 193 4 13 210 85.37 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 40 20 120 180 32 17 108 157 87.22 0 Cube Test Not Conduct Properly 07 days & 28 days , Approved Drawing Not Avaliable at site , Majorcracks seen on Boundary wall , PPE Kit Not avaliable at site & Saftey Negligence during dome casting.
NKG-PRIMUS (JV) 33 27 92 152 26 22 76 124 81.58 0 Staging Done Without Staircase , Brick Quality is not good & Saftey negligence during dome casting.
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) 3 13 10 26 0 5 2 7 26.92 0 Quality of material not as per specification2-.Staging done without stair case construction. Safety norms not followed.
OMIL-JWIL (JV) 5 15 7 27 2 10 6 18 66.67 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 6 22 19 47 1 6 10 17 36.17 0 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 2 5 2 1 2 5 100.00 0 1) Poor Quality of Road Restoration 2) Poor Quality of Materials used for Pump House Construction 4) Poor Quality of FHTC work
OMIL-JWIL (JV) 41 71 21 133 34 51 16 101 75.94 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 48 75 25 148 38 62 20 120 81.08 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
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) 96 556 7 659 11 133 1 145 22.00 0 honeycomb has been found in 1st brace beam of OHT, binding of stirrups in 1st brace beam of OHT has not been found, lap length in 1st brace beam of OHT has been found 150mm
Gayatri Projects LTD 228 6402 267 6897 30 1414 58 1502 21.78 0 depth of MDPE pipe should be 800mm but not found at site, OHT work stopped more than one year, crack has been found in boundary wall
Power Mech Projects Ltd 557 4267 138 4962 45 748 17 810 16.32 0 depth of the trench has been found 700mm only above crown of the HDPE pipe, Restoration of CC road has not been done properly, Finishing of verandah slab of pump house has not been found satisfactory
Pratapgarh
JMC - Lakshmi (JV) 541 3260 156 3957 340 2980 149 3469 87.67 0 Crack observed in the wall, first lift container Wall observed that reinforcement work not properly as per approved drawing
Power Mech Projects Ltd 997 2678 20 3695 355 560 4 919 24.87 4 It has been observed Plinth protection damaged at site, It has been observed Pump house wall damaged due to DI pipe
Kaushambi
GA INFRA - BABA (JV) 539 3465 253 4257 145 1815 174 2134 50.13 0 The Hooks of shear stirrups has not bend at 135 degree.
JMC - Lakshmi (JV) 386 2455 163 3004 90 1403 113 1606 53.46 0 Crack has been observed on the boundary wall.
Prayagraj
Larsen & Toubro Ltd 1698 11782 366 13846 1010 10676 344 12030 86.88 0 Pea-Gravel feeding has not been done in tubewell pit it may cause to enter foreign particles,IS Code-4097(1967)
VPRPL 201 349 3 553 133 268 3 404 73.06 0 soil has been caves in around the RTU room. Kindly construct apron around the RTU room.
GAJA - GAIPL JV 371 376 2 749 145 106 1 252 33.64 0 There is no hard barricading and signage Boards has been provided around the raft pit .
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 97 6 111 5 60 4 69 62.16 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) 114 84 15 213 40 18 0 58 27.23 0 Road Restoration not proper, Work done without RFI, Quality not as per standards.
NKG-PRIMUS (JV) 51 22 4 77 14 1 0 15 19.48 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 2029 3971 99 6099 1404 2483 74 3961 64.95 697 Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow
WELSPUN 1571 4868 151 6590 1637 3431 121 5189 78.74 511 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) 1242 2283 86 3611 836 1476 52 2364 65.47 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 2611 4652 229 7492 1252 1708 57 3017 40.27 0 "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 2789 4041 63 6893 1392 1169 13 2574 37.34 0 "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."
Chandauli
GA INFRA - BABA (JV) 233 3095 49 3377 148 2115 12 2275 67.37 184 "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) 113 1100 21 1234 56 904 13 973 78.85 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 587 4891 75 5553 403 3231 42 3676 66.20 211 "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 1007 5881 254 7142 779 4136 204 5119 71.67 307 "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 8 207 1 216 3 97 2 102 47.22 0 LAYING OF HDPE PIPE IS NOT DONE PROPERLY AT SOME PLACES DEPTH IS FOUND 600 -700MM
Varanasi
Larsen & Toubro Ltd 2982 20429 866 24277 2248 16053 685 18986 78.21 1030 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

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