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 13 0 13 0 4 0 4 30.77 0
Agra
Megha 20 8 1 29 13 8 1 22 75.86 0
NCC-APCO JV 5 1 2 8 1 1 2 4 50.00 0
Firozabad
Larsen & Toubro Ltd 5 62 5 72 2 33 5 40 55.56 0
NCC Ltd. 0 5 0 5 0 0 0 0 0.00 0
Mainpuri
NCC Ltd. 10 27 3 40 9 22 3 34 85.00 0
2 Aligarh Aligarh
ION EXCHANGE 11 30 13 54 7 10 8 25 46.30 0 Quality of materials (Sand & Bricks) and workmanship not as per standard specifications.
JMC - Lakshmi (JV) 6 20 0 26 5 13 0 18 69.23 0 Quality of materials (Sand & Bricks) and workmanship not as per standard specifications.
PNC-SPML-JV 14 43 7 64 11 21 7 39 60.94 0 Quality of materials (Sand & Bricks) and workmanship not as per standard specifications.
Hathras
BGCCPL-Ramky (JV) 2 10 4 16 1 3 4 8 50.00 0 Quality of materials ( Sand & Bricks ) not as per standard specification
ION EXCHANGE 5 26 1 32 3 21 1 25 78.13 0 Work done without RFI & Reinstatement work not as per specification
Etah
ION EXCHANGE 0 2 0 2 0 0 0 0 0.00 0
JMC - Lakshmi (JV) 0 3 2 5 0 3 2 5 100.00 0
Power Mech Projects Ltd 0 19 35 54 0 15 31 46 85.19 0
Kasganj
ION EXCHANGE 0 1 0 1 0 0 0 0 0.00 0
PNC-SPML-JV 18 29 45 92 17 27 28 72 78.26 0 Proper layer wise compaction is not being performed which causes depression on road.
3 Ayodhya Barabanki
Gayatri Projects LTD 2 4 0 6 1 1 0 2 33.33 0
Megha 0 16 0 16 0 0 0 0 0.00 0
PNC-SPML-JV 1 3 0 4 0 1 0 1 25.00 0
Vindhya-GAJA (JV) 1 6 0 7 0 2 0 2 28.57 0
VSA 4 2 0 6 1 2 0 3 50.00 0
Ayodhya
Gayatri Projects LTD 0 2 3 5 0 2 3 5 100.00 0
UNIVERSAL MEP 2 6 4 12 2 6 4 12 100.00 0
Vindhya-GAJA (JV) 3 7 4 14 1 0 0 1 7.14 0
VSA 4 13 6 23 1 4 4 9 39.13 0
Ambedkar Nagar
Vindhya-GAJA (JV) 9 20 1 30 6 8 1 15 50.00 0
WELSPUN 3 10 0 13 3 8 0 11 84.62 0
Sultanpur
Gayatri Projects LTD 0 4 18 22 0 1 11 12 54.55 0
UNIVERSAL MEP 0 4 7 11 0 2 5 7 63.64 0
Vindhya-GAJA (JV) 2 43 61 106 1 15 18 34 32.08 0
Amethi
Gayatri Projects LTD 5 8 5 18 5 6 0 11 61.11 0
Vindhya-GAJA (JV) 9 15 16 40 2 8 7 17 42.50 0
WELSPUN 3 7 8 18 1 6 7 14 77.78 0
4 Azamgarh Azamgarh
ECO PROTECTION ENGINEER 46 159 3 208 26 109 0 135 64.90 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) 209 780 44 1033 71 263 13 347 33.59 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) 51 283 12 346 1 16 1 18 5.20 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 1070 4314 198 5582 847 3040 164 4051 72.57 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. 4)Honeycomb was observed in major area of the raft foundation.
SIEPL – BRCCPL (JV) / SKYLARK 43 155 17 215 8 32 1 41 19.07 0 Proper layer wise compaction is not being performed which causes depression on road, resulting accidents
M/s Sudhakara Infratech Pvt. Ltd 562 1807 58 2427 348 1193 22 1563 64.40 0 1.) Bricks are not being used as the approved BOQ i.e of 1st class for boundary wall, pump house & staff quarter works. 2.)Rusted steel bars were used for slab and OHT work which Is not as per IS specificatons.
VIKRAN-VPRPL (JV) 117 245 17 379 93 138 6 237 62.53 0 Curing is not being done properly hence structure is not able to achieve its optimum strength.
Mau
GA INFRA-VPL 336 1607 13 1956 221 574 14 809 41.36 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) 73 450 16 539 56 74 0 130 24.12 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 613 2451 137 3201 568 544 106 1218 38.05 186 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.
Ballia
Larsen & Toubro Ltd 105 150 3 258 53 77 2 132 51.16 0 1- Improper Backfilling 2- Open trenches 3. End Cap not issued
GAJA - GAIPL JV 42 198 0 240 14 62 0 76 31.67 0 1- Improper Materials used 2- Improper Backfilling 3. Open Trenches
Eagle Infra- Sudhakara Infra JV 35 169 9 213 17 100 2 119 55.87 0 1- Improper Materials used 2- Improper Backfilling 3. Open Trenches
5 Banda Hamirpur
PNC-SPML-JV 6 4 68 78 2 1 37 40 51.28 0 1.Cube moulds are not cast at the time of POURING concrete it is necessary to do Non Destructive Test (NDT) to know the strength of concrete. 2.Hairline cracks are found at the time of site visit in the boundary wall it should be repaired by grouting at the earliest. 3.Line and level should be maintained of structure as per the approved design and drawing. 4.Curing must be done 3 times a day to pr
JWIL 5 4 86 95 2 2 47 51 53.68 0 1.Finishing not done properly in the over head tank, joints should be properly leveled and finish with smooth surface. 2.Honeycomb should be repaired at the earliest by spray grouting (GP 2 cement) with smooth surface. 3.leakage should be repaired at the earliest and water proofing by epoxy coating should be done to prevent leakage. 4.Curing must be done 3 times a day to prevent cracks in structu
Mahoba
Larsen & Toubro Ltd 6 14 12 32 4 2 0 6 18.75 0 Disinfection process for Pipelines & Water Bearing Structures not done as per specifications
JMC-JWIL (JV) 13 27 24 64 6 5 0 11 17.19 0 1. Road restoration not done as per specification. 2. Work done without RFI. 3. Disinfection not done as per specification for pipe network. 4. Soil compaction not done as per specification. 5. Honeycomb found in structure, recommend for ultra pulse velocity test.
N.K. Gupta & K.B. Gupta Contractors 6 10 8 24 1 1 0 2 8.33 0 Disinfection process for Pipelines & Water Bearing Structures not done as per specifications. Road restoration not done properly. Work done with out RFI
SLC-SMC (JV) 7 15 12 34 2 2 0 4 11.76 0 1. Road restoration not done as per specification. 2. Work done without RFI. 3. Disinfection not done as per specification for pipe network.
Banda
Larsen & Toubro Ltd 8 7 65 80 0 0 49 49 61.25 0 Disinfection process for pipelines & water bearing structures not done as per specifications. Road restoration not done properly. Work done without RFI. Alum / lime dosing arrangement not started by agency.
NCC Ltd. 8 10 28 46 0 0 41 41 89.13 0 1-The dosing arrangement system is not started by agency and also Algae have been found in the raw water channel. 2-Hydro test/water Leakage test is not done for FCLF and Filter bed. 3-The Guide rail for pump lifting arrangement is not provided for Recirculation pump and Sludge pump
Chitrakoot
GVPR 25 368 310 703 25 230 310 565 80.37 0 1-Puddle is not provided during casting of filter house wall and bottom slab of back wash tank. 2- Socket position of DI pipe has been fixed in opposite direction.
Larsen & Toubro Ltd 40 673 426 1139 40 468 426 934 82.00 0 1. Major honeycomb found in Hinauta mafi pump house wall. 2. Verticality of Column of pump house not found proper below roof beam of height appox 0.5 m
6 Barielly Budaun
NCC Ltd. 2 4 2 8 2 4 2 8 100.00 0 All compliances in respect of all NCs submitted by the agency have been scrutinized and found satisfactory.
PNC-SPML-JV 28 91 43 162 25 70 35 130 80.25 0 Weigh Batcher not used for Design mix Concreting of OHT, RFI for work is not generated timely.
Bareilly
NCC Ltd. 29 51 35 115 29 51 35 115 100.00 0
Pilibhit
PNC-SPML-JV 22 30 60 112 22 30 60 112 100.00 0 All compliances in respect of all NCs submitted by the agency have been scrutinized and found satisfactory.
VISHVARAJ 10 16 48 74 10 16 48 74 100.00 0 Contractor has submitted compliances in respect of all NCs. These are examined and found satisfactory.
Shahjahanpur
NCC Ltd. 13 22 24 59 13 22 24 59 100.00 0 Contractor has submitted compliances in respect of all NCs. These are examined and found satisfactory.
7 Basti Siddharth Nagar
JAKSON - VISHVARAJ (JV) 6 15 2 23 1 0 0 1 4.35 0 The Cube has not attained its target strength in 7 and 28 days after testing in lab. It is suggested for NDT test or any other appropriate method.
Megha 28 55 21 104 6 14 9 29 27.88 0 The Cube has not attained its target strength in 7 and 28 days after testing in lab. It is suggested for NDT test or any other appropriate method.
VSA 16 16 2 34 1 0 0 1 2.94 0 The size of Ground Beam section observed (250 mm X 500 mm) in stead of (300 mm X 500 mm). Honey Combing is observed in the RCC of column & beam. The Cube has not attained its target strength in 28 days after testing in lab. It is suggested for NDT test or any other appropriate method.
Basti
JAKSON - VISHVARAJ (JV) 0 5 4 9 0 2 1 3 33.33 0 1.Material use on site with field lab test and pipe laying work done without endcap uses. 2. H-frame is not provided for Tubewell supporting housing pipe,3. white sand being used in the civil work
Megha 29 67 80 176 6 7 7 20 11.36 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 10 21 1 7 6 14 66.67 0 NC raised for used local sand in Boundary wall construction work and also not provide H frame for TW supporting.
Sant Kabeer Nagar
JAKSON - VISHVARAJ (JV) 12 33 23 68 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 10 38 31 79 2 0 9 11 13.92 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 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 5 6 8 19 2 3 6 11 57.89 0 quality of material not good.
Indian Hume Pipe 9 21 26 56 5 16 22 43 76.79 0 quality of materials not as per standard.
Vindhya-GAJA (JV) 4 6 3 13 3 3 3 9 69.23 0 trench depth not as per specification
VSA 7 6 6 19 2 3 3 8 42.11 0 honeycomb found in concrete structure.
Kanpur Nagar
Vindhya-GAJA (JV) 2 23 30 55 2 20 27 49 89.09 0
VSA 9 23 11 43 8 22 10 40 93.02 0
9 Gonda Bahraich
GA INFRA-VPL 9 14 8 31 5 12 8 25 80.65 0 HDD Method is not implementing in possible site locations 2. Lack of proper road restoration works. 3. Lack of manpower, physical work progress is very slow. 4. As build drawing not submitted to UPJN office and to TPI also.
PNC-SPML-JV 44 78 16 138 35 72 16 123 89.13 0 1.Partial Water Supply Started without proper disinfection and flushing. 2. Plywood doors and windows have been installed in 55 Gram Panchayats. 3. Piling work is being done without approval of Methodology and concrete Design mix and initial Load test. 4. As build drawing not submitted to UPJN and TPI also
Shravasti
GA INFRA-VPL 10 14 8 32 7 11 8 26 81.25 0 1. Lack of proper road restoration works. 2. Established quality laboratory, but they don't have sufficient equipment's. 3. HDD Method is not implementing in possible site locations 4. As build drawing not submitted to UPJN and TPI.
Larsen & Toubro Ltd 13 18 13 44 11 15 13 39 88.64 0 1) Drinking Water is supplied without performing disinfection of distribution line, hydraulic structure. Many schemes HDPE Pipe distribution line is found open without providing end caps. 2. Site Order Book , Approved drawings are not available at site premise during execution. 3. As build drawing not submitted to UPJN and TPI.
Balrampur
Dara- Eco Protection (JV) 14 25 22 61 11 22 21 54 88.52 0 Plywood doors have been installed in 17 Gram Panchayats. 2) HDD Method is not implementing in possible site locations. 3. Hydrotesting, disinfection, and flushing of the pipeline not done before water supply. 4. As build drawing not submitted to UPJN and TPI.
Larsen & Toubro Ltd 13 30 32 75 10 27 30 67 89.33 0 Drinking Water is supplied without performing disinfection of distribution line, hydraulic structure. 2) Pump house finishing work is not proper. 3) Lot of road restoration work is pending from the agency and quality of road restoration is not as per standard. 4. As build drawing not submitted to UPJN and TPI.
Gonda
KLSR - RAYS (JV) 5 12 8 25 2 7 5 14 56.00 0 1. HDD Method is not implementing in possible site locations 2. Lack of proper road restoration works. 3. FHTC connection installing without Hydro testing. 4. As build drawing not submitted by vendor to UPJN and TPI team.
Larsen & Toubro Ltd 15 73 30 118 11 55 25 91 77.12 0 1) Drinking Water is supplied without performing disinfection of distribution line, hydraulic structure . 2) Lot of road restoration work is pending from the agency and quality of road restoration is not as per standard. 3) As build drawing not submitted to UPJN and TPI team.
10 Gorakhpur Maharajganj
JMC - Lakshmi (JV) 148 4363 9 4520 104 3452 3 3559 78.74 46 1. Shear key has been not provided above GL in 1st lift of column.. 2.Honey combing found in OHT column above ground beam. 3. Crack has been observed in boundary wall Plaster Work. 4. Rusted steel used in column. 5. Steel is in exposed condition and Honey comb occurs.
Rithwik-Koya (JV) 61 1760 11 1832 17 911 1 929 50.71 0 "1- Culvert crossing of 75mm HDPE is not as per Standard.. 2 Hydrotest of Pipes are not performed parrellely after laying of pipes. 3. Cracks in the boundary wall were seen. 4. Honeycombs in structures are found due to improper shuttering and compaction. 5.Steel is in exposed condition and Honey comb occurs. 5. Bracing has not be
Gorakhpur
NCC Ltd. 541 9254 323 10118 404 7976 304 8684 85.83 2557 1.During Trial pit of trench Depth was found 650mm on top of pipe at Pipe no 34 it should be as per DPR 1000mm on top of pipe. 2.Boundary wall gate pillar has been found cracked. 3. All Chamber of this GP have been found damaged. 4. Solar modules found in damaged condition. 5. Major crack has been found in boundary wall. 6. Honeycomb has been observed on pump house lintel beam. 7. FHTC connection
Rithwik-Koya (JV) 212 2236 23 2471 161 1845 16 2022 81.83 282 "1. Honeycomb has been observed on bottom slab of pump house. 2. Crack has been observed on the solar pedestal. 3. Crack has been observed on the boundary wall. 4. Reinforcement has been visible pump house slab and chajja. 5. The solar panel has been found damaged condition. Finishing are required pump house roof slab. 6. Pump house brick work has been found very poor."
Kushi Nagar
NCC Ltd. 1062 11416 100 12578 989 10829 65 11883 94.47 621 "1.Mix proportion of concrete is not as per specifications. 2.Lighting arrestor has not been installed near the solar plant. 3.Rusted Steel has been found on Site. 4.Before Casting Proper dressing of earth bed in foundation is not done. 5.During the site inspection found that the water cement ratio not maintain at casting time. "
Deoria
Gayatri Projects LTD 506 3547 10 4063 293 2100 4 2397 59.00 1263 1.-Inner Side surface of Ground brace beam found bulge out.2.-Expansion joint not provided in boundary wall.3.-cracked observed on boundary wall Coping.4.-Boundary wall Coping found damaged.
LC INFRA 470 4321 42 4833 396 3126 26 3548 73.41 1825 1.-Honeycomb has been observed in pump house lintel.2.-Crack has been observed in pump house apron.3.-Crack has been observed in pump house DPC.
Rithwik-Koya (JV) 53 599 2 654 45 502 1 548 83.79 58 1.-Pump house Plinth protection work not completed.2.-Pump house discharge chamber not constructed and not maintain proper gap to constructed it. But boundary wall & pump house already constructed.3.-Cracks has been observed on the boundary wall.
UNIVERSAL MEP 46 201 3 250 0 14 0 14 5.60 4 1.-Major voids has been observed inside the ring beam of OHT raft.2.-Crack has been observed on the boundary wall.3.-Crack has been observed on the boundary wall.
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. 126 609 711 1446 114 531 660 1305 90.25 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) 89 456 526 1071 75 422 501 998 93.18 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 0 1 0 1 0 0 0 0 0.00 0
NCC Ltd. 19 144 74 237 19 109 71 199 83.97 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. 916 1083 1169 3168 700 845 1054 2599 82.04 0 1)Major cracks seen on boundary wall. 2)Pea gravel not stacked properly at site. 3)FHTC installed outside the house. 3) Disinfection of pipe not done 4) Lifting appliances, lifting gears and Compressor was not inspected by competent agency 5) Test certificate scaffoldings not submitted.6) Nonstandard scaffolding used by Building Division.7) Non-standard DG used at site.
Lucknow
NCC Ltd. 98 291 553 942 80 245 480 805 85.46 0 1-Disinfection of pipe line before the direct water supply is not conducted.2-In pipeline work Backfilling and post Compaction Test Report is not provided. 3-Proper Terminal Pressure is not maintained as per the requirement viz. 0.7kg/cm2 in most of the habitations / GPs.
Rae Bareli
NCC Ltd. 11 190 65 266 5 160 57 222 83.46 0 1-Poor quality of workmanship in Masonry work. 2-Pipe Casing is not installed for culvert crossings due to which is chances of damage . 3-Road restoring not done as per Orginal Specification
Vindhya-GAJA (JV) 16 35 14 65 4 14 4 22 33.85 0 1-Distribution line is found open without providing end caps. 2-HDPE Pipes are left open and exposed from the ends which may cause the blockage and pressure issues if not dealt also it may get contaminated leading the severe health related issues.
13 Meerut Meerut
Power Mech Projects Ltd 3 33 1 37 3 31 1 35 94.59 0 Seepage in Over head Tank, Uneven road restoration, Improper FHTC with MDPE pipe connections and Clamping.
Baghpat
LC INFRA 6 6 4 16 6 4 2 12 75.00 0
Ghaziabad
LC INFRA 3 2 2 7 2 2 2 6 85.71 0
Gautam Buddha Nagar
LC INFRA 1 8 3 12 0 5 2 7 58.33 0
Bulandshahr
JMC - Lakshmi (JV) 1 17 1 19 1 9 1 11 57.89 0 1. Bricks are not being used as per specification i.e., of 1st class for pump house . Proper Bonding is not maintained between bricks & layers. 2. OHT Precast Member Erection not as per norms.
Power Mech Projects Ltd 2 6 0 8 2 6 0 8 100.00 0
WELSPUN 0 8 0 8 0 8 0 8 100.00 0
Hapur
LC INFRA 1 8 10 19 1 1 2 4 21.05 0
14 Mirzapur Sant Ravidas Nagar
GA INFRA - BABA (JV) 362 911 73 1346 171 572 28 771 57.28 1211 1) ESR Cubes test are not performed regularly in the lab. 2) Without intimation work is going on.
WELSPUN 465 1431 115 2011 335 1152 80 1567 77.92 2112 1) Rusted steel has been used in ESR work. 2) Working Quality of reinforcement is not as per TS.
Mirzapur
GVPR 92 916 36 1044 48 397 11 456 43.68 20 1 - Leakage has been found from ESR. 2 - Staircase beam has not been properly joint with Column.
Megha 412 2166 81 2659 51 489 16 556 20.91 49 1 - Leakage has been observed from container wall of CWR. 2 - Leakage has been observed from Back wash Tank. 3 - Leakage has been observed from foundation of CWR.
NCC Ltd. 281 2880 273 3434 40 682 18 740 21.55 62 -
GA INFRA 388 2481 115 2984 60 482 49 591 19.81 25 1 - Temporary cable is found open it may cause serious shocking hazard. 2 - Seepage has been found at several places 3 - Crack has been observed from both side
Multiurban 18 237 10 265 0 11 0 11 4.15 19 -
Ramky baba 212 1776 146 2134 37 181 8 226 10.59 32 1 - Boundary wall expansion joint is not found as per TS. 2 - At many places the cable has been found tied with binding wire.
Sonbhadra
GVPR 118 1171 25 1314 34 438 8 480 36.53 26 1. Pipe were not laid as per required Depth and left open. 2. Pipe laid directly on the surface.
Larsen & Toubro Ltd 30 1402 35 1467 6 547 18 571 38.92 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. 48 1201 8 1257 6 448 2 456 36.28 20 1.Waste slab thickness not found as per drawing specifications. 2. Rise and trade not found as per drawing specifications.
Jain Const. 8 180 15 203 8 149 13 170 83.74 18 -
VPRPL 94 2221 84 2399 20 867 27 914 38.10 81 After repairing of water leaking, excess soil had dumped on road surface.
15 Moradabad Bijnor
LC INFRA 46 10 22 78 38 7 16 61 78.21 0
Vindhya-GAJA (JV) 125 6 17 148 42 5 15 62 41.89 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 approved
Moradabad
LC INFRA 20 120 40 180 17 115 32 164 91.11 0 cube test not conduct Properly 7 days and 28 days Reinstatement work not properly
NKG-PRIMUS (JV) 10 11 3 24 9 9 2 20 83.33 0 cube test not conduct proper 7 days and 28 days
Rampur
LC INFRA 1 1 0 2 0 0 0 0 0.00 0 Brick Quality is not good 2.Poor workmanship3.Caution Tape not used 4.Safety belt not used 5.PPE kit not used.
NKG-PRIMUS (JV) 2 7 2 11 0 5 2 7 63.64 0 1-Quality of material not as per specification2-.Staging done without stair case construction. Safety norms not followed.
OMIL-JWIL (JV) 3 15 7 25 2 10 6 18 72.00 0 RFI was not raised. 2.Quality of material not as per specification.3.Safety norms not followed, approved drawing not at site.
SPML Infra 4 18 14 36 1 6 10 17 47.22 0 1.RFI was Not raised.2.Staging done without stair case 3Road restoration not done properly 4.Safety belt not used 5.PPE kit not used.6.Safety net not used.
Amroha
LC INFRA 2 1 1 4 0 0 0 0 0.00 0 Poor Quality of Materials like sand and Bricks are being used for Construction of Boundary Wall and Pump House
OMIL-JWIL (JV) 40 29 10 79 22 8 8 38 48.10 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
SPML Infra 42 50 22 114 29 45 22 96 84.21 0 1.poor quality off road restoration 2.PPE kit not available at site.
Sambhal
LC INFRA 1 2 0 3 0 0 0 0 0.00 0 1. 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 14 38 60 2 7 36 45 75.00 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 22 22 50 2 21 20 43 86.00 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) 42 339 7 388 3 91 1 95 24.48 0 Casting Of Lintel Beam Not Proper, Oht Casiting of Column is Not Proper, Approved Cement Not Used at site.
Gayatri Projects LTD 107 5875 265 6247 6 1267 57 1330 21.29 0 Honey Comb Found in OHT, Temp Repair In Oht,Expansion Joint In Boundary Wall not as per Specicification.
Power Mech Projects Ltd 246 3003 128 3377 8 675 13 696 20.61 0 Poor Quality of Sand, Honeycomb In OHT, approved drawing Not available at site, Depth of HDPE Pipe is not Proper, Expansion Joint In boundary wall
Pratapgarh
JMC - Lakshmi (JV) 374 2922 155 3451 198 1906 148 2252 65.26 0 Substandard of aggregate has been found at work site
Power Mech Projects Ltd 633 2137 16 2786 18 366 4 388 13.93 0 Substandard of aggregate has been found at work site
Kaushambi
GA INFRA - BABA (JV) 304 3005 251 3560 66 1692 162 1920 53.93 0 The Hooks of shear stirrups has not bend at 135 degree.
JMC - Lakshmi (JV) 163 2135 157 2455 25 1221 103 1349 54.95 0 Soil Particles have mixed in the aggregate due to poor stacking.It should be removed.
Prayagraj
Larsen & Toubro Ltd 886 10604 344 11834 506 9847 340 10693 90.36 0 Crack has been observed in Boundary Wall at many places at the sites.
VPRPL 68 202 3 273 50 168 3 221 80.95 0 It has been observed that there is no proper hard barricade throughout the OHT excavated area at work site. Refer IS: 3764. column vertical bar spacing & its R/F cover is not as per approved drawing
GAJA - GAIPL JV 42 78 1 121 12 36 1 49 40.50 0 honeycombing and porous joints Observed at OHT Raft Ring Beam causing reduce strength in joints
17 Saharanpur Saharanpur
GA INFRA - BABA (JV) 17 76 3 96 3 9 3 15 15.63 0
Gayatri Projects LTD 3 37 10 50 0 8 7 15 30.00 8
NKG-PRIMUS (JV) 6 53 4 63 3 24 3 30 47.62 0
Muzaffarnagar
Gayatri Projects LTD 2 4 0 6 1 0 0 1 16.67 0 Poor construction of Boundary Wall
JMC - Lakshmi (JV) 97 57 10 164 22 15 0 37 22.56 0 Road Restoration not proper, Work done without RFI, Quality not as per standards.
NKG-PRIMUS (JV) 41 17 1 59 6 2 0 8 13.56 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) 32 28 7 67 11 8 6 25 37.31 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 1207 2845 76 4128 152 309 17 478 11.58 659 "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 1560 4368 153 6081 966 2503 91 3560 58.54 556 "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) 579 1348 179 2106 384 829 102 1315 62.44 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 2192 4272 269 6733 1081 1344 55 2480 36.83 169 "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 2032 3147 223 5402 1297 826 41 2164 40.06 140 "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) 197 2492 28 2717 121 1897 8 2026 74.57 184 "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) 86 729 16 831 10 195 3 208 25.03 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 523 4070 58 4651 315 2018 26 2359 50.72 211 "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 974 5291 246 6511 770 3953 204 4927 75.67 307 "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 5 47 0 52 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 2433 17243 414 20090 1287 9589 249 11125 55.38 977 "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