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 4 77 4 85 2 47 1 50 58.82 0
Agra
Megha 100 27 2 129 62 15 1 78 60.47 0
NCC-APCO JV 34 19 5 58 25 12 5 42 72.41 0
Firozabad
Larsen & Toubro Ltd 5 177 7 189 5 79 7 91 48.15 0
NCC Ltd. 0 90 1 91 0 73 1 74 81.32 0
Mainpuri
NCC Ltd. 13 57 3 73 11 27 3 41 56.16 0
2 Aligarh Aligarh
ION EXCHANGE 11 46 13 70 8 12 8 28 40.00 0 Substandard materials are using and poor workmanship
JMC - Lakshmi (JV) 9 74 0 83 7 48 0 55 66.27 0 Substandard materials are used and poor workmanship.
PNC-SPML-JV 14 97 8 119 12 56 7 75 63.03 0 Sustandard materials are used and poor workmanship.
Hathras
BGCCPL-Ramky (JV) 24 43 122 189 8 27 36 71 37.57 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 72 138 105 315 48 112 91 251 79.68 0
3 Ayodhya Barabanki
Gayatri Projects LTD 4 7 0 11 2 1 0 3 27.27 0
Megha 38 44 2 84 3 1 0 4 4.76 0
PNC-SPML-JV 27 34 2 63 15 13 1 29 46.03 0
Vindhya-GAJA (JV) 14 13 0 27 5 5 0 10 37.04 0
VSA 10 9 0 19 4 2 0 6 31.58 0
Ayodhya
Gayatri Projects LTD 3 4 4 11 1 2 3 6 54.55 0
UNIVERSAL MEP 2 24 9 35 2 20 9 31 88.57 0
Vindhya-GAJA (JV) 5 11 6 22 2 2 3 7 31.82 0
VSA 25 26 12 63 3 13 7 23 36.51 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 21 21 54 7 8 3 18 33.33 0
Vindhya-GAJA (JV) 17 28 23 68 3 17 10 30 44.12 0
WELSPUN 8 11 16 35 4 7 9 20 57.14 0
4 Azamgarh Azamgarh
ECO PROTECTION ENGINEER 140 315 3 458 115 310 0 425 92.79 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) 356 1196 46 1598 76 303 13 392 24.53 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) 194 930 20 1144 3 48 5 56 4.90 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 1576 5554 247 7377 1313 4313 184 5810 78.76 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 155 395 63 613 8 32 1 41 6.69 0 Proper layer wise compaction is not being performed which causes depression on road, resulting accidents
M/s Sudhakara Infratech Pvt. Ltd 1322 3871 95 5288 728 2306 27 3061 57.89 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 specification's.
VIKRAN-VPRPL (JV) 292 567 85 944 161 240 13 414 43.86 0 Curing is not being done properly hence structure is not able to achieve its optimum strength.
Mau
GA INFRA-VPL 415 3737 16 4168 221 1559 14 1794 43.04 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 1349 16 1440 56 523 2 581 40.35 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 694 4502 142 5338 568 2003 106 2677 50.15 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 385 531 10 926 151 206 2 359 38.77 0 1 Proper finishing not found of OHT Stair .Curing not properly done 2. Trench has been found open in pakkakote, After pipe laying work compaction must be done in layer wise using compactor.
GAJA - GAIPL JV 149 1021 0 1170 96 607 0 703 60.09 0 1). Honeycomb has been found in brace & Stair OHT khuta Siar. 2). Clear cover hasn't been found in stair of OHT khuta Siar
Eagle Infra- Sudhakara Infra JV 229 569 10 808 155 405 3 563 69.68 0 1). Only old bricks were used in Reinstatement work, whereas per DPR 50% new bricks have to be used in reinstatement of B.O.E Road. (From Node No (j 139 to j 140), Restoration of road surface with old and new materials not done as per specification. 2). 3rd flight stair has not been done proper finishing
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 54 36 119 29 53 36 118 99.16 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. 10 25 20 55 6 17 20 43 78.18 0
7 Basti Siddharth Nagar
JAKSON - VISHVARAJ (JV) 27 137 4 168 5 10 4 19 11.31 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 41 96 8 145 8 18 15 41 28.28 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 22 60 7 89 3 4 6 13 14.61 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) 3 23 19 45 0 9 8 17 37.78 0
Megha 91 117 172 380 68 67 82 217 57.11 0
VSA 2 8 14 24 2 6 12 20 83.33 0
Sant Kabeer Nagar
JAKSON - VISHVARAJ (JV) 12 50 34 96 3 8 5 16 16.67 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 14 40 33 87 2 1 9 12 13.79 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 43 19 6 68 23 7 1 31 45.59 0
Indian Hume Pipe 11 9 3 23 10 8 3 21 91.30 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 44 70 16 130 94.20 0 1. Piling work is being done without approval of Methodology . 2. 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) 552 6198 6 6756 152 3823 3 3978 58.88 486 1.Steel are visible in Pump house lintel beam.. 2 Finishing work required in pump house chhajja. 3.Junction is not proper above 2nd brace beam. 4. End cap are provided in HDPE pipeline.. 5. Crack has been found in the boundary wall brick work.
Rithwik-Koya (JV) 351 2981 4 3336 84 1529 1 1614 48.38 0 1 .Crack has been observed in Boundary wall DPC. 2.Honeycombing found above the junction of OHT Column. 3. Reinforcement is exposed in OHT first column and brace junction. 4. Crack observed in Boundary wall. 5. Pump house slab not in alignment.
Gorakhpur
NCC Ltd. 891 12995 433 14319 629 9302 360 10291 71.87 2627 1.Cracks was found in Pump House plinth protection. 2. Reinforcement of OHT staircase at many places has been found exposed. 3 Crack observed in boundary wall. 4. Solar panel has been found damaged condition. 5. Honeycomb is observed in column & Tie beam of OHT.
Rithwik-Koya (JV) 328 4366 71 4765 212 2991 33 3236 67.91 320 1. Honeycomb observed in TB2. 2.Honeycomb and undulation Found in Pump house verandah slab. 3. Honeycomb has been found in column of OHT. 4.Water supply going on without chlorination. 5. House' Service Connection (HSC)is Found Damaged condition.
Kushi Nagar
NCC Ltd. 2757 15888 107 18752 2481 15433 99 18013 96.06 621 1.Heavy crack has been observed on the boundary wall. 2.During site visit it found That The oht junction is not provided as per drawing. 3.Honeycomb are found at oht Coloum and Bracing.
Deoria
Gayatri Projects LTD 940 6199 20 7159 327 2279 5 2611 36.47 1287 1.-Honeycomb observed in OHT column.2.-Honeycomb has been observed in slab beam of pump house.3.-Steel is visible in slab of pump house.4.-Honeycomb observed in OHT walkway slab.
LC INFRA 929 6703 48 7680 479 3915 30 4424 57.60 1944 1.-Leakage has been observed in oht cell wall.2.-Crack has been found on the boundary wall.3.-Honeycomb has been found on Slab of pump house.4.Hand rail and hand post has been found damaged in oht 1st and 2nd flight.
Rithwik-Koya (JV) 188 1748 11 1947 130 1208 6 1344 69.03 98 1.-Honeycomb observed in OHT 2nd column.2.-Honeycomb observed in OHT 1st column.3.-Finishing of OHT column and brace beam proper not found.4.-Honeycomb observed in OHT stair.
UNIVERSAL MEP 161 684 4 849 46 278 1 325 38.28 25 1.-steel is visible in slab of OHT.2.-Honeycomb has been observed in 2nd column of OHT above 1st brace beam.3.-Crack has been observed on the boundary wall.4.-Honeycomb has been observed on 4th column of OHT above 3rd brace beam.
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. 47 428 78 553 40 408 78 526 95.12 0 Very poor quality of OHT work at GP Dhootamau, Jagatpur. We have many istructions given to cluster incharge of (Jagatpur,Unchahar & Salon) to improve the quality of work , workmanship & implement the safety measures but still there are no improvement.
Vindhya-GAJA (JV) 26 114 20 160 19 47 20 86 53.75 0 1. Poor quality of workmanship and materials used on various GP in Project. 2. We observed the erection of scaffolding is very unsafe & improper mannered and using very poor and damage quality of wooden materials such as bamboo, balli, wood Ply and batten in scaffolding which is very risky and high probability for workers fall from height.
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 43 1 45 1 21 1 23 51.11 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 17 0 18 0 14 0 14 77.78 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) 802 1591 150 2543 173 584 28 785 30.87 186 1. The cement placed in rampur ESR location has completely set. 2. The soil of the foundation of the boundary wall of Rampur ESR has been washed away by rain, due to which the boundary wall can collapse any time. 3. Crack has been found in boundary wall at many places. 4. Boundary wall plumb & alignment is not found properly. 5. Honeycombing has been found in ESR column and beam at many places. 6
WELSPUN 953 2008 144 3105 545 1580 117 2242 72.21 567 1. Washer and lock nut not provided in solar foundation. 2. Crack has been found in pump house wall. 3. The 5th column of ESR has shifted out of alignment by about 25 to 35 mm. 4. Staircase thread & riser size is not found ok. 5. Staircase 1st landing slab size & level not found properly. 6. ESR column & beam plumb and alignment not found ok. 7. ESR work has been stopped for almost 5 months. 8
Mirzapur
GVPR 180 1085 39 1304 48 397 11 456 34.97 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 700 2538 81 3319 51 489 16 556 16.75 49 Many Leakage/seepage points have been observed in the CWR tank.
NCC Ltd. 385 3184 280 3849 80 1175 126 1381 35.88 62 Depth of HDPE Pipe is 750 MM.
GA INFRA 952 3136 125 4213 68 531 49 648 15.38 25 Use appropriate sealing compounds or repair methods to eliminate leaks.
Multiurban 50 263 10 323 0 11 0 11 3.41 19 The Overhead Tank (OHT) campus has not been properly developed, with visible neglect in landscaping and basic infrastructure.
Ramky baba 378 2030 153 2561 37 181 8 226 8.82 32 1.Electromegnetic flow meter has been installed but not working at common discharge line. 2.Ultrasonic level transmitter has not been installed at intake water sump. 3. PLC panel has been installed but SCADA
Sonbhadra
GVPR 116 1223 34 1373 63 478 6 547 39.84 26 1. Pipe were not laid as per required Depth and left open. 2. Pipe laid directly on the surface.
Larsen & Toubro Ltd 47 1768 60 1875 6 547 18 571 30.45 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. 96 1647 20 1763 19 1080 12 1111 63.02 20 1.Waste slab thickness not found as per drawing specifications. 2. Rise and trade not found as per drawing specifications.
Jain Const. 9 176 14 199 8 170 15 193 96.98 18 -
VPRPL 157 2893 76 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 4 3 4 11 3 2 4 9 81.82 0 all issues rectified
Vindhya-GAJA (JV) 234 6 19 259 104 4 7 115 44.40 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) 45 74 21 140 40 61 18 119 85.00 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 and Technical staff not present at site 6) Poor Quality of Materials like sand and aggregate are being used for Construction of OHT
SPML Infra 50 75 27 152 43 68 25 136 89.47 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 and Technical staff not present at site 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 4 39 30 73 86.90 0
16 Prayagraj Fatehpur
GA INFRA - BABA (JV) 129 876 16 1021 35 223 2 260 25.47 0 DI pipe has been crossed the Culvert without encasing pipe.
Gayatri Projects LTD 299 6485 272 7056 53 1706 60 1819 25.78 0 Fine sand has been found at site.
Power Mech Projects Ltd 696 4659 147 5502 163 1205 23 1391 25.28 0 1. Lapping of steel bars has not been found as per required development length. 2. Reinforcement has not been provided at the cut out/opening of top dome.
Pratapgarh
JMC - Lakshmi (JV) 697 3506 165 4368 398 3125 155 3678 84.20 0 Coping work has not been done in all the panels of boundary wall. Pea gravel packaging has not been done in bore chamber due to which bore collapse may occur
Power Mech Projects Ltd 1226 2954 32 4212 482 1275 16 1773 42.09 0 Poor shuttering work has been done for the casting of ground beam, Rust has been found in the bore well MS pipe. And also cap has been provided properly.
Kaushambi
GA INFRA - BABA (JV) 626 3839 267 4732 176 1938 178 2292 48.44 0 Soil Compaction after back filling has not been done Properly at site.
JMC - Lakshmi (JV) 477 2749 170 3396 204 1677 120 2001 58.92 0 Crack has been observed on the boundary wall.
Prayagraj
Larsen & Toubro Ltd 2053 12646 387 15086 1128 10873 347 12348 81.85 0 Leakage has been found at many places in the village.
VPRPL 236 416 3 655 174 335 3 512 78.17 0 Fine sand has been found at site.
GAJA - GAIPL JV 423 451 3 877 257 263 1 521 59.41 0 DI pipe has been crossed the Culvert without encasing pipe.
17 Saharanpur Saharanpur
GA INFRA - BABA (JV) 57 191 4 252 23 88 3 114 45.24 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) 9 103 6 118 5 69 4 78 66.10 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 2 0 0 2 33.33 0 Poor construction of Boundary Wall
JMC - Lakshmi (JV) 144 104 15 263 77 19 0 96 36.50 0 Road Restoration not proper, Work done without RFI, Quality not as per standards.
NKG-PRIMUS (JV) 58 22 4 84 14 1 0 15 17.86 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) 49 60 9 118 17 12 6 35 29.66 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 2376 4623 130 7129 2154 4266 115 6535 91.67 192 Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow
WELSPUN 1742 5144 160 7046 1608 4468 144 6220 88.28 146 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) 1524 3176 96 4796 1188 2310 81 3579 74.62 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 2805 5124 242 8171 1264 1757 58 3079 37.68 169 "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 3070 5004 64 8138 1392 1242 13 2647 32.53 140 "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) 239 3263 77 3579 148 2115 12 2275 63.57 184 "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) 130 1211 22 1363 56 904 13 973 71.39 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 609 5214 76 5899 403 3231 42 3676 62.32 211 "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 10104 6053 255 16412 779 4136 204 5119 31.19 307 "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 8 294 1 303 3 97 2 102 33.66 0 LAYING OF HDPE PIPE IS NOT DONE PROPERLY AT SOME PLACES DEPTH IS FOUND 600 -700MM
Varanasi
Larsen & Toubro Ltd 3196 22493 1015 26704 2815 19650 920 23385 87.57 650 """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 b

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