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 2 59 4 65 1 39 1 41 63.08 0
Agra
Megha 72 26 1 99 48 11 1 60 60.61 0
NCC-APCO JV 20 8 4 32 14 7 4 25 78.13 0
Firozabad
Larsen & Toubro Ltd 5 147 7 159 5 56 7 68 42.77 0
NCC Ltd. 0 75 1 76 0 41 0 41 53.95 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 58 0 67 6 37 0 43 64.18 0 Quality of materials and workmanship is not as per standards
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 4 6 0 10 2 1 0 3 30.00 0
Megha 15 36 2 53 0 0 0 0 0.00 0
PNC-SPML-JV 16 24 2 42 9 7 1 17 40.48 0
Vindhya-GAJA (JV) 9 13 0 22 5 5 0 10 45.45 0
VSA 10 9 0 19 4 2 0 6 31.58 0
Ayodhya
Gayatri Projects LTD 3 3 4 10 1 2 3 6 60.00 0
UNIVERSAL MEP 2 21 9 32 2 12 8 22 68.75 0
Vindhya-GAJA (JV) 5 9 6 20 2 2 3 7 35.00 0
VSA 21 25 12 58 2 4 5 11 18.97 0
Ambedkar Nagar
Vindhya-GAJA (JV) 31 71 3 105 9 35 2 46 43.81 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 20 17 49 7 7 2 16 32.65 0
Vindhya-GAJA (JV) 14 22 21 57 3 16 11 30 52.63 0
WELSPUN 8 9 16 33 2 7 9 18 54.55 0
4 Azamgarh Azamgarh
ECO PROTECTION ENGINEER 114 289 3 406 66 187 0 253 62.32 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) 308 1071 44 1423 76 303 13 392 27.55 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) 125 655 15 795 3 48 5 56 7.04 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 1460 5169 220 6849 1009 3630 184 4823 70.42 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 1032 3095 76 4203 617 2009 25 2651 63.07 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) 233 415 59 707 103 195 7 305 43.14 0 Curing is not being done properly hence structure is not able to achieve its optimum strength.
Mau
GA INFRA-VPL 399 3159 15 3573 221 958 14 1193 33.39 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 1068 16 1159 56 322 2 380 32.79 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 666 3858 139 4663 568 1590 106 2264 48.55 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 284 396 4 684 140 180 2 322 47.08 0 1-The column alignment has not been found to be proper. 2- Crack has been observed in beam. 3. Jointing between column and beam has been found proper finishing.
GAJA - GAIPL JV 107 798 0 905 65 478 0 543 60.00 0 1- Properly finishing has not been found in brace. 2- Honeycomb has been found in lintel beam of slab. 3. Water logging & mud has been found in raft of CWR
Eagle Infra- Sudhakara Infra JV 181 438 10 629 144 360 3 507 80.60 0 1.{Proper finishing has not been found in the 1st brace of OHT. 2-Proper finishing has not been found in the 3rd column of OHT. 3. Honeycomb has been observed in the 3rd column of OHT
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 53 36 118 29 52 36 117 99.15 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. 8 21 20 49 3 14 20 37 75.51 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 20 14 35 0 5 2 7 20.00 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 86 112 150 348 43 50 48 141 40.52 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 5 41 27 73 1 33 23 57 78.08 0 Poor quality brick use ,CC restoration pending & MDPE pipe found over the ground, working without RFI.
Vindhya-GAJA (JV) 1 15 10 26 0 9 7 16 61.54 0 restoration pending and MDPE found in open and poor quality solar structure work, Substandard material used.
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) 330 5399 5 5734 125 3726 3 3854 67.21 486 1.Boundary wall found in damage condition. 2. Pump house chhajja found in damage condition.3. Pump house found in damage condition. 4.Boundary wall work not completed yet and solar panel and other tube well equipment installed. 5. Plaster work of pump house wall found in damage condition. 6. Prism cement found at site.
Rithwik-Koya (JV) 227 2618 3 2848 33 1152 1 1186 41.64 0 1-Steel is visible in OHT ring beam due to honey combing. 2.Boundary wall found in damage condition. 3.Crack is found in boundary wall. 4. Honeycomb found in OHT 2nd Brace Beam. 5. Honey combing found in lintel beam. 6. Steel is visible in OHT ring beam due to honey combing.
Gorakhpur
NCC Ltd. 854 11806 373 13033 545 8889 324 9758 74.87 2594 1.Crack has been observed on the boundary wall. 2. Honeycomb found in OHT column. 4.Undulation has been observed in Pump house Slab. 5.Solar panel observed in damage condition. 6. Side drain observed in damage condition. 7.Soil has been settled below pump house DPC. 8. Outlet DI pipe is not aligned.
Rithwik-Koya (JV) 298 3407 46 3751 161 1845 16 2022 53.91 302 1.A deep honeycomb has been found in the column of the over head tank. 2 Alignment has been not properly provided in OHT column. 3. The shuttering work of the OHT slab is not aligned. 4.Undulation has been observed in Pump house Slab. 5. Mounting structure of solar panels have been damaged. 6. Undulation has been observed in boundary wall coping work.
Kushi Nagar
NCC Ltd. 2304 14333 105 16742 1954 13899 96 15949 95.26 621 1.Bedding /alignment of trenches are not adequate. 2.During the site inspection settlement found in DG foundation. 3.Crack has been found in Drain. 4.Torque of bolts has not been properly 5.Scheme display board not fixed properly.
Deoria
Gayatri Projects LTD 852 5221 20 6093 327 2275 5 2607 42.79 1285 1.-Honeycomb has been observed in pump house slab.2.-Honeycomb has been found in braced beam.3.-Reinforcement bar found on the construction site was rusted.4.-Casting defect has been observed at the junction of column and braced beam.
LC INFRA 791 5835 41 6667 433 3538 28 3999 59.98 1864 1.-Honeycomb observed in OHT stair at starting level in bottom side.2.-Honeycomb observed in OHT stair slab.3.-Boundary wall coping work cracked observed.4.-Plaster done on DPC level in boundary wall.
Rithwik-Koya (JV) 164 1366 10 1540 104 897 4 1005 65.26 85 1.-Master ring not provide in OHT column.2.-OHT work stopped since 1 month.3.-OHT work activity not started yet this site.
UNIVERSAL MEP 123 513 4 640 21 150 1 172 26.88 6 1.Honeycomb has been observed in column of OHT and also steel is visible.2.-Water logging has been observed at OHT site.3.-Rusted steel has been observed on OHT column due water logging area.4.-Honeycomb has been observed in lintel beam (top of door) of pump house.
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) 688 1367 114 2169 173 582 28 783 36.10 960 1-During laying of 160mm HDPE pipe depth was found 800mm from bottom of tha pipe. 2-Depth of trenches are not as per specification. Depth of trenches are not as per specifications
WELSPUN 839 1827 133 2799 497 1519 109 2125 75.92 1303 1-Steel reinforcement bars are kept in direct contact of ground. 2-Major honeycomb observed in column of ESR. 3-The ring beam is not properly aligned.
Mirzapur
GVPR 140 1085 39 1264 48 397 11 456 36.08 20 1 - Leakage/seepage found in ESR bottom dome. 2 -The level of the stairs does not seem to be correct, the stairs appear to be tilted to one side.
Megha 690 2538 81 3309 51 489 16 556 16.80 49 1 - Leakage observed in the ESR cylindrical wall. 2 - Leakage observed in bottom dome near DI pipe.
NCC Ltd. 383 3184 280 3847 80 1175 126 1381 35.90 62 -
GA INFRA 898 3136 125 4159 68 531 49 648 15.58 25 1 - Electromagnetic flow meter wiring found damaged. 2 - The leakage has been found i bottom dome of ESR.
Multiurban 26 263 10 299 0 11 0 11 3.68 19 -
Ramky baba 314 2030 153 2497 37 181 8 226 9.05 32 Doser has been found damage.
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. Pipe joint is leakage 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 70 10 23 103 6 2 4 12 11.65 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) 229 6 19 254 104 4 7 115 45.28 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) 98 600 9 707 11 133 1 145 20.51 0 It has been observed that the edge of 3rd brace beam of OHT has been found damaged at site. Kindly rectify it ASAP. It's not acceptable as per norms.
Gayatri Projects LTD 232 6430 267 6929 32 1547 59 1638 23.64 0 During site visit it has been observed that the steel bar of pump house slab has not been binding properly. that is not acceptable as per norms Without RFI generated casting of pump slab has been done at site
Power Mech Projects Ltd 566 4347 138 5051 62 787 17 866 17.15 0 as per visual inspection it has been observed that quality of brick found very poor. Approx. 30m boundary wall collapsed at site.Rusted steel found at site during visit
Pratapgarh
JMC - Lakshmi (JV) 558 3309 159 4026 340 2980 149 3469 86.16 0 Crack observed in the wall, reinforcement work not properly as per approved drawing poor quality material
Power Mech Projects Ltd 1032 2757 25 3814 359 635 4 998 26.17 0 It has been observed Plinth protection damaged at site, Pump house wall damaged due to DI pipE, Material quality poor
Kaushambi
GA INFRA - BABA (JV) 547 3525 253 4325 147 1871 176 2194 50.73 0 The Hooks of shear stirrups has not bend at 135 degree.
JMC - Lakshmi (JV) 388 2488 163 3039 97 1418 113 1628 53.57 0 Crack has been observed on the boundary wall.
Prayagraj
Larsen & Toubro Ltd 1751 11942 367 14060 1037 10718 344 12099 86.05 0 Backfilling work has been not done properly at node- 48.
VPRPL 203 358 3 564 140 280 3 423 75.00 0 The hooks of shear stirrups has not been bent at 135 degree. Refer IS 456:2000 Clause 26.2.2.4 (b)
GAJA - GAIPL JV 379 395 2 776 145 105 1 251 32.35 0 HDPE pipe laying trenches has been open found more than 20 days at nod no 143-144.
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) 125 86 15 226 43 19 0 62 27.43 0 Road Restoration not proper, Work done without RFI, Quality not as per standards.
NKG-PRIMUS (JV) 56 22 4 82 14 1 0 15 18.29 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) 47 57 9 113 17 12 6 35 30.97 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 2085 4086 106 6277 1587 2927 87 4601 73.30 437 Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow
WELSPUN 1606 4923 151 6680 1492 3674 124 5290 79.19 297 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) 1297 2394 87 3778 1060 1839 68 2967 78.53 0 OHT skilled labour not available at site, RFI Properly not raised, Honeycomb observed in OHT, Rusted reinforcement use in OHT
Larsen & Toubro Ltd 2628 4717 229 7574 1252 1708 57 3017 39.83 168 Hand concrete mixer is being used for concrete mixing instead of weightbatch concrete mixer, Honeycomb observed in OHT, Rusted reinforcement use in OHT
VSA 2832 4203 63 7098 1392 1169 13 2574 36.26 140 Cracks found in Pump House apron, RFI not properly raised
Chandauli
GA INFRA - BABA (JV) 231 3039 49 3319 148 2115 12 2275 68.54 184 "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) 108 1002 21 1131 51 846 8 905 80.02 0 "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 weigh
ION EXCHANGE 576 4751 74 5401 403 3231 42 3676 68.06 211 "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 pen
VSA 991 5725 252 6968 779 4136 204 5119 73.46 307 "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 pen
East India Udhyog- Kaveri JV 8 180 1 189 0 0 0 0 0.00 1 50% compliance done and 50 % compliance not done
Varanasi
Larsen & Toubro Ltd 3044 20783 891 24718 2248 16053 685 18986 76.81 650 Depth of MDPE Pipe laying not done as per specification.

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