Status Of NCs & Compliances

S.No.
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
Total 59691 237085 14782 311558 46932 176451 11457 234840 75.38 11137
1 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.
2 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 74 145 8 227 63 125 8 196 86.34 0 1. 99 Nos compliance closed at site but not received officially in written. 2. Work done without RFI's. 3. Poor workmanship.
3 Shravasti
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.
GA INFRA-VPL 0 33 0 33 0 12 0 12 36.36 0 Cube fail -2 / Honeycomb -3 / Water logged -1 / Steel cut upto GL -1 / Steel rusted -5
4 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
5 Balrampur
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.
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.
6 Lucknow
NCC Ltd. 202 1679 553 2434 88 820 553 1461 60.02 0
7 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
8 Kannauj
GVPR 31 35 38 104 30 31 36 97 93.27 0 1. Road restoration work not done as per Specification. 2. Solar Work in progress without submitting Approved Drawing.3. Poor Workmanship. 4. Poor quality of Materials. 5. Ignorance of Safety Measures.
VSA 81 67 64 212 68 58 60 186 87.74 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. 3. Work done without RFI. 4. Poor workmanship. 5. Third quality of materials.
9 Moradabad
LC INFRA 40 20 169 229 32 17 126 175 76.42 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 27 112 172 26 22 90 138 80.23 0 Staging Done Without Staircase , Brick Quality is not good & Saftey negligence during dome casting.
10 Hathras
BGCCPL-Ramky (JV) 28 67 152 247 10 21 81 112 45.34 0 Quality of material ( sand , Brick & aggregate ) Not as per standard specification
ION EXCHANGE 11 21 14 46 8 17 8 33 71.74 0 Work done without RFI & Reinstatement work not as per standard specification
11 Rampur
LC INFRA 1 4 0 5 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) 11 22 4 37 9 13 0 22 59.46 0 OHT construction,cube testing failure,CC road restoration ,Done work without raised RFI
SPML Infra 16 28 8 52 10 17 3 30 57.69 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.
OMIL-JWIL (JV) 16 27 2 45 13 19 2 34 75.56 0 RFI was not raised. 2.Quality of material not as per specification.3.Safety norms not followed, approved drawing not at site.
12 Meerut
Power Mech Projects Ltd 3 32 1 36 3 32 1 36 100.00 0
13 Raebareli
NCC Ltd. 47 428 78 553 44 428 78 550 99.46 0 Honey combing found in OHT, Leakage observed in OHT
Vindhya-GAJA (JV) 36 211 20 267 26 195 20 241 90.26 0 Poor quality of workmanship in OHT work, Leakage found in pipeline, Honey combing found in OHT.
14 Shamli
Gayatri Projects LTD 2 3 2 7 1 0 0 1 14.29 0
JMC - Lakshmi (JV) 54 68 9 131 25 12 6 43 32.82 0
15 Etawah
Indian Hume Pipe 24 42 20 86 24 42 20 86 100.00 0 All NC had been raised for OHT, Tubewell, Building, Safety and other issues. All work has been rectified by the agency and compliance has been provided by letter or mail.
OMIL-JWIL (JV) 37 17 4 58 29 17 4 50 86.21 0 NC raised for column verticality, spalling of concrete and honeycomb in structure.
16 Farrukhabad
GVPR 5 41 30 76 3 10 8 21 27.63 0 1.Sultanganj Khareta Raft foundation compliance pending 2.Chahcupur column misaligned above 2nd brace compliance pending
Vindhya-GAJA (JV) 1 15 35 51 1 15 21 37 72.55 0
17 Hamirpur
PNC-SPML-JV 6 4 68 78 6 4 68 78 100.00 0
JWIL 5 4 86 95 5 4 86 95 100.00 0
18 Mahoba
JMC-JWIL (JV) 13 27 24 64 13 27 24 64 100.00 0
N.K. Gupta & K.B. Gupta Contractors 6 10 8 24 6 10 8 24 100.00 0
Larsen & Toubro Ltd 6 14 12 32 6 14 12 32 100.00 0
SLC-SMC (JV) 7 16 12 35 7 15 12 34 97.14 0
19 Sitapur
NCC Ltd. 317 0 0 317 18 0 0 18 5.68 0
Larsen & Toubro Ltd 0 46 110 156 0 24 60 84 53.85 0
20 Gautam Buddha Nagar
LC INFRA 0 9 7 16 0 7 4 11 68.75 0
21 Kasganj
ION EXCHANGE 0 0 0 0 0 0 0 0 0.00 0
PNC-SPML-JV 52 165 91 308 45 131 78 254 82.47 0
22 Bijnor
Vindhya-GAJA (JV) 23 6 19 48 22 4 15 41 85.42 0 un approved steel and cement,column alignment not in plumb,major honeycombs.
LC INFRA 7 3 4 14 7 2 4 13 92.86 0 column alignment not in plumb,major honeycombs,brace beam shuttering found bulge.
23 Lalitpur
DARA ENGINEERING 45 79 348 472 45 79 302 426 90.25 0
JMC-JWIL (JV) 48 66 413 527 48 66 344 458 86.91 0
Brija Banco Pvt. Ltd 10 18 52 80 10 18 31 59 73.75 0
Banko Ganga 5 10 85 100 5 10 74 89 89.00 0
M/s Sudhakara Infratech Pvt. Ltd 67 55 829 951 67 55 741 863 90.75 0
24 Lakhimpur Kheri
NCC Ltd. 45 467 230 742 36 397 198 631 85.04 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) 39 311 131 481 35 255 102 392 81.50 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.
25 Jhansi
NCC Ltd. 26 93 295 414 26 93 269 388 93.72 0
BGCCPL-Ramky (JV) 29 140 303 472 29 102 120 251 53.18 0
Indian Hume Pipe 16 40 65 121 16 40 56 112 92.56 0
DARA ENGINEERING 19 31 62 112 19 31 58 108 96.43 0
Unipro 20 28 50 98 20 28 48 96 97.96 0
26 Hapur
LC INFRA 4 4 19 27 3 2 0 5 18.52 0
27 Shahjahanpur
NCC Ltd. 12 27 20 59 8 27 20 55 93.22 0
28 Banda
NCC Ltd. 9 11 29 49 8 11 29 48 97.96 0
Larsen & Toubro Ltd 9 9 67 85 8 8 67 83 97.65 0
29 Ghaziabad
LC INFRA 4 10 3 17 4 5 2 11 64.71 0
30 Muzaffarnagar
Gayatri Projects LTD 2 4 0 6 2 2 0 4 66.67 0
JMC - Lakshmi (JV) 150 107 15 272 75 27 0 102 37.50 0
NKG-PRIMUS (JV) 63 25 4 92 18 1 0 19 20.65 0
31 Barabanki
Gayatri Projects LTD 4 7 0 11 4 1 0 5 45.45 0
PNC-SPML-JV 39 36 2 77 33 18 1 52 67.53 0
VSA 12 11 0 23 12 3 0 15 65.22 0
Megha 72 51 2 125 38 15 0 53 42.40 0
Vindhya-GAJA (JV) 20 15 0 35 14 7 0 21 60.00 0
32 Sambhal
LC INFRA 1 2 4 7 1 1 0 2 28.57 0
NKG-PRIMUS (JV) 15 30 38 83 12 11 13 36 43.37 0 Zinc-Alum tank, Location and position of nut bolt is not as per specification, Tampering of bolt, gap in zinc laum sheet and OHT slab is seen.honey comb,steel exposer.
SPML Infra 20 30 35 85 16 10 15 41 48.24 0 Zinc-Alum tank,Location and position of nut bolt is not as per specification,Tampering of bolt, gap in zinc laum sheet and OHT slab is seen.Column beam misalignment. Honey comb
33 Etah
Power Mech Projects Ltd 12 59 95 166 8 30 59 97 58.43 0
JMC - Lakshmi (JV) 4 25 25 54 4 10 16 30 55.56 0
ION EXCHANGE 0 4 0 4 0 3 0 3 75.00 0
34 Amroha
LC INFRA 2 2 2 6 2 1 2 5 83.33 0 1) Poor Quality of Road Restoration 2) Poor Quality of FHTC work.
OMIL-JWIL (JV) 81 119 37 237 70 116 33 219 92.41 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 73 86 36 195 59 83 31 173 88.72 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
35 Siddharth Nagar
VSA 29 78 7 114 16 12 1 29 25.44 0 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.
Megha 55 165 15 235 22 20 3 45 19.15 0 he 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.
JAKSON - VISHVARAJ (JV) 55 247 11 313 33 56 1 90 28.75 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.
36 Pilibhit
PNC-SPML-JV 27 30 60 117 22 30 60 112 95.73 0
VISHVARAJ 11 16 49 76 11 16 49 76 100.00 0
37 Chitrakoot
GVPR 5 5 27 37 4 1 15 20 54.05 0
Larsen & Toubro Ltd 9 31 109 149 9 16 104 129 86.58 0
38 Mirzapur
NCC Ltd. 374 3127 270 3771 374 3127 270 3771 100.00 62 -
Megha 707 2703 81 3491 448 2118 72 2638 75.57 49 Many Leakage/seepage points have been observed in the CWR tank.
GA INFRA 963 3192 125 4280 963 3192 125 4280 100.00 25 -
GVPR 172 1350 49 1571 67 560 26 653 41.57 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.
Ramky baba 423 2037 153 2613 38 213 25 276 10.56 32 1 - Significant water stagnation observed around the RCC pedestal of the OHT 2 - The adjacent soil appears soft ,damp, and partially eroded. 3- Signs of algae formation and water logging persist despite multiple site visits
Multiurban 50 263 10 323 50 263 10 323 100.00 19 -
39 Kanpur Nagar
VSA 28 21 34 83 19 21 34 74 89.16 0
Vindhya-GAJA (JV) 74 35 52 161 66 35 52 153 95.03 0
40 Sonbhadra
Jain Const. 9 176 14 199 9 176 14 199 100.00 18 -
Larsen & Toubro Ltd 47 1794 60 1901 47 1439 43 1529 80.43 76 1. Pipe joint is leakage from more than 4 months. 2. Flange is welded with pipe which is not acceptable at any cost.
GVPR 119 1233 34 1386 119 1023 23 1165 84.05 26 1. Pipe were not laid as per required Depth and left open. 2. Pipe laid directly on the surface.
VPRPL 165 2357 76 2598 165 2284 55 2504 96.38 81 After completion of pipe laying work BT road dismantled but it has not been restored.
NCC Ltd. 106 1794 21 1921 106 1624 17 1747 90.94 20 1.Waste slab thickness not found as per drawing specifications. 2. Rise and trade not found as per drawing specifications.
41 Azamgarh
ECO PROTECTION ENGINEER 181 396 3 580 166 374 0 540 93.10 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) 409 1354 53 1816 141 464 13 618 34.03 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) 221 1098 23 1342 140 790 5 935 69.67 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 1725 6158 276 8159 1608 4978 192 6778 83.07 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.) 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 221 527 84 832 93 228 15 336 40.38 0 Proper layer wise compaction is not being performed which causes depression on road, resulting accidents
M/s Sudhakara Infratech Pvt. Ltd 1635 4658 115 6408 1175 3239 41 4455 69.52 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) 380 863 120 1363 288 412 35 735 53.93 0 Curing is not being done properly hence structure is not able to achieve its optimum strength.
42 Kanpur Dehat
Indian Hume Pipe 5 5 10 20 5 5 10 20 100.00 0 All critical NC comply through NDT and UPV test
GVPR 4 9 10 23 4 9 10 23 100.00 0 All critical NC comply through NDT Test and rest NC rectify .
VSA 25 18 23 66 22 18 23 63 95.45 0 All critical NC comply through NDT Test and rest NC rectify . 3 nos NC for Partial demolish and Partial demolished completed.
Vindhya-GAJA (JV) 1 5 2 8 1 5 2 8 100.00 0 All critical NC comply through NDT Test and rest NC rectify But critical NC under observation till testing & commissioning of OHT (ZN-Al)
43 Ballia
Larsen & Toubro Ltd 408 770 10 1188 394 657 8 1059 89.14 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.
Eagle Infra- Sudhakara Infra JV 253 641 10 904 249 557 8 814 90.04 0 Trench has been found open in pakkakote,After pipe laying work compaction must be done in layer wise using compactor.
GAJA - GAIPL JV 218 1338 0 1556 195 1203 0 1398 89.85 0 1- Compaction not done after backfilling .pipe laying work is completed, trench is backfilled haphazardly without any proper layering , watering and Compaction which is not as per clause no-8.1.2 of Indian Standard 7634:2012 (part-2) 2. Depth of the trench observed is 470mm at the top of the 63mm HDPE Pipe whereas as per DPR the Depth should be at least 1000mm+ of pipe
44 Mau
LC INFRA 738 5179 149 6066 595 2345 108 3048 50.25 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.
GA INFRA-VPL 429 4328 17 4774 221 2384 14 2619 54.86 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 1792 16 1883 56 690 2 748 39.72 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.
45 Ayodhya
Vindhya-GAJA (JV) 5 15 7 27 4 10 5 19 70.37 0
Gayatri Projects LTD 3 14 4 21 3 10 4 17 80.95 0
UNIVERSAL MEP 2 24 9 35 2 24 9 35 100.00 0
VSA 27 36 17 80 6 17 9 32 40.00 0
46 Sultanpur
Gayatri Projects LTD 17 16 16 49 7 9 14 30 61.22 0
UNIVERSAL MEP 13 11 13 37 11 10 13 34 91.89 0
Vindhya-GAJA (JV) 67 124 129 320 46 41 57 144 45.00 0
47 Gorakhpur
NCC Ltd. 941 14222 571 15734 702 10340 498 11540 73.34 2627 1. Coping of boundary wall has been found damaged. 2.Cracks was found in the OHT Apron. 3. Solar Panel has been found damage. 4.MDPE pipe has been found exposed to surface. 5. Cracks was found in Staff Quarter wall. 6. Cracks has been observed in the Pump house plinth protection.
Rithwik-Koya (JV) 343 5128 160 5631 258 4262 111 4631 82.24 320 1.Cracks was found in the Pump House wall. 2. Cracks has been observed in the boundary wall. 3. MDPE pipe has been found exposed to surface. 4. Settlement has been observed in the DG foundation or slab. 5. Honeycombing has been observed between the brace beam and the OHT column.
48 Deoria
LC INFRA 1053 7454 54 8561 718 4996 37 5751 67.18 1948 1.-Crack observed in boundary wall coping.2.-Cracked has been observed in boundary wall.3.-Honeycomb observed in pump house slab.4.Reinforcement found in exposed condition of pump house lintel chajja.
Gayatri Projects LTD 979 6788 25 7792 453 2736 13 3202 41.09 1287 1.-Crack has been observed on plinth protection of pump house.2.-Crack has been observed on Wall of pump house.3.-Crack has been observed on the boundary wall.4.Honeycomb has been observed on bottom portion of 1st brace beam of OHT.
Rithwik-Koya (JV) 201 1978 14 2193 155 1329 9 1493 68.08 101 1.-Crack has been observed on plinth protection of pump house.2.-Crack has been observed on Wall of pump house.3.-Crack has been observed on the boundary wall.4.Honeycomb has been observed on bottom portion of 1st brace beam of OHT.
UNIVERSAL MEP 178 969 6 1153 146 751 4 901 78.14 30 1.Crack has been observed in the Pump house plinth protection.2.A thrust block has not been constructed beneath the DI pipe installation. 3.Cover block not used properly in Beam. 4. Cracks has been observed in the boundary wall.
49 Kushi Nagar
NCC Ltd. 2682 17125 170 19977 2693 16830 103 19626 98.24 621 1 .A vertical crack is observed on the corner joint of the boundary wall. 2. Crack has been observed in the boundary wall coping. 3. Interlocking pavement below solar panel has not constructed.
50 Maharajganj
JMC - Lakshmi (JV) 612 6827 10 7449 534 5499 10 6043 81.12 486 1. Thickness of mortar is more than 10mm in pump house brick work. 2.Pea gravel not fill tube well chamber. 3. columns & tie Beam junction finishing has not done Properly. 4. Honeycomb has found at OHT columns Juction. 5. Crack observed in Boundary wall.
Rithwik-Koya (JV) 401 3361 7 3769 244 2254 3 2501 66.36 0 1. Crack has been observed in boundary wall. 2. Crack has been observed in boundary wall coping. 3. OHT column and tie beam Junction is not Properly casted due to improper shuttering. 4.Steel are visible in pump house lintel beam. 5. Pump House lintel beam found in broken condition.
51 Varanasi
Larsen & Toubro Ltd 3486 24608 1155 29249 3106 21670 1042 25818 88.27 941 "1-Cracks observed in Boundary wall. 2-Ganga sand used at site. 3-Joints of brickwork are not filled properly 4-Width of trench found 230mm which is not as per IS code 4984:2016.It should be 600+ dia of pipe as per DPR. 5-Mortar used for the Brick work was not as per DPR and specifications. 6-Curing of the brick work was not properly done.It may result in low hydration of cement and reduce the bo
52 Jaunpur
Welspun Kaveri Infraprojects JV 1956 5551 174 7681 1821 4886 158 6865 89.38 543 Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow and Road restoration work slow
AFCONS 2713 5212 172 8097 2444 4824 140 7408 91.49 636 Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow
53 Ghazipur
HFCL- JWIL (JV) 1735 3995 100 5830 1502 2919 91 4512 77.39 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 2937 5462 248 8647 1599 2374 108 4081 47.20 169 "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 3239 5985 69 9293 1640 1669 17 3326 35.79 140 "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."
54 Chandauli
GA INFRA - BABA (JV) 258 3442 78 3778 252 3366 72 3690 97.67 184 "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) 168 1409 23 1600 159 1358 21 1538 96.13 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 669 5678 78 6425 635 5638 71 6344 98.74 211 "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 weigh
VSA 10129 6243 255 16627 10118 6197 251 16566 99.63 307 "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 17 390 1 408 16 353 1 370 90.69 0 Laying Of Hdpe Pipe Is Not Done Properly At Some Places Depth Is Found 600 -700mm.
55 Auraiya
Indian Hume Pipe 10 12 3 25 10 10 3 23 92.00 0
GVPR 70 25 6 101 67 21 6 94 93.07 0
56 Prayagraj
Larsen & Toubro Ltd 2259 13216 432 15907 1570 11573 365 13508 84.92 0 Grouting base of GI pipe has been given above the ground level. Whereas it should be under the ground at 300 mm depth to support GI pipe properly. This type issues has been observed in the some connections.
VPRPL 299 630 11 940 260 526 8 794 84.47 0 Depth of trench of DI pipe has been found 400 mm from the crown of pipe instead of 1000 mm.
GAJA - GAIPL JV 478 577 3 1058 423 502 2 927 87.62 0 HDPE pipe has been crossed the culvert without encasing the pipe.
57 Kaushambi
GA INFRA - BABA (JV) 735 4257 289 5281 268 2123 190 2581 48.87 0 No cut out has been made at the slab of the oht for inlet and outlet pipe. As hammering in slab should be avoided to counter strength reduction.
JMC - Lakshmi (JV) 569 3086 191 3846 389 2418 153 2960 76.96 0 Honeycomb has been observed at the outer face of conical wall . poor work was done for the construction of conical wall.
58 Fatehpur
Gayatri Projects LTD 324 6640 279 7243 125 2161 68 2354 32.50 0 NIL
GA INFRA - BABA (JV) 157 943 17 1117 86 406 3 495 44.32 0 NIL
Power Mech Projects Ltd 821 4971 161 5953 339 1882 39 2260 37.96 0 NIL
59 Pratapgarh
JMC - Lakshmi (JV) 846 3803 174 4823 581 3158 155 3894 80.74 0 Water logging has been occurred around the pump house. Crack has been developed in the boundary wall.
Power Mech Projects Ltd 1409 3323 42 4774 1175 2914 8 4097 85.82 0 Clamp has not been used to support DI pipes of OHT. Water logging has been occurred at the ground level of OHT. Due to this bamboo scaffolding may get settled and consequently members may got damaged/collapsed.
60 Gonda
KLSR - RAYS (JV) 15 53 35 103 10 25 18 53 51.46 0 Column misalignment, cube Test Failure, Honeycombing on structure, Road restoration, poor Quality material
Larsen & Toubro Ltd 17 39 25 81 10 27 13 50 61.73 0 Road restoration work, Poor Quality material, Zinc Tank leakage,
61 Saharanpur
GA INFRA - BABA (JV) 88 223 18 329 60 98 2 160 48.63 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
NKG-PRIMUS (JV) 9 116 6 131 6 72 3 81 61.83 0 Poor quality construction work pump house. CC road reinstatement poor workmanship.
Gayatri Projects LTD 10 110 2 122 5 19 0 24 19.67 0 Poor quality construction work pump house. CC road reinstatement poor workmanship.
62 Firozabad
Larsen & Toubro Ltd 5 242 7 254 5 147 7 159 62.60 0
NCC Ltd. 0 131 1 132 0 121 1 122 92.42 0
63 Bareilly
NCC Ltd. 36 60 36 132 34 58 36 128 96.97 0 Regarding Deviation from Approved Design/Drawing in the construction of OHT staircase and MDPE pipe intended for FHTCs have been laid through an existing waste water drain
64 Amethi
Vindhya-GAJA (JV) 18 33 26 77 16 20 13 49 63.64 0 Size of Riser tread of staircase not found as per specifications. Landing beam bars are curtailed.
Gayatri Projects LTD 12 26 24 62 10 10 6 26 41.94 0 Regarding Honey combing and UPV test.
Welspun Kaveri Infraprojects JV 9 13 19 41 9 10 16 35 85.37 0
65 Bulandshahr
JMC - Lakshmi (JV) 1 59 2 62 1 57 2 60 96.77 0
Welspun Kaveri Infraprojects JV 0 24 0 24 0 24 0 24 100.00 0
Power Mech Projects Ltd 2 10 1 13 2 10 1 13 100.00 0
66 Ambedkar Nagar
Welspun Kaveri Infraprojects JV 11 29 2 42 9 5 2 16 38.10 0
Vindhya-GAJA (JV) 56 126 3 185 52 58 2 112 60.54 0
67 Sant Kabeer Nagar
Megha 24 66 62 152 7 20 21 48 31.58 0 1. It was found that at site there are large gap between precast columns & at beam of OHT. Whereas gap should be 25mm as per approved OHT drawing As per IS 15916-2011 ±10% tolerance allowed in precast components. Honeycomb found in concrete due to failure of the mortar to effectively fill the spaces among coarse aggregate particles .Column dowel bars found 450 mm instead of 500 mm
JAKSON - VISHVARAJ (JV) 22 71 58 151 18 23 10 51 33.77 0 Coarse aggregate is over size whereas for construction activity Coarse aggregate (20 mm) should be As per IS 383 Table 2 .Lapping in TB2 beam is not done as per specification whereas it should be 49D in M-25 Grade of concrete as per approved drawing. Not proper finishing work of OHT column and brace , patching found at many places . Column not in an alignment. At joints of column and brace lots o
68 Basti
JAKSON - VISHVARAJ (JV) 5 29 21 55 4 20 15 39 70.91 0
Megha 123 155 182 460 88 86 112 286 62.17 0
VSA 4 11 14 29 4 9 12 25 86.21 0
69 Agra
NCC-APCO JV 49 24 6 79 42 20 6 68 86.08 0
Megha 130 30 2 162 87 18 1 106 65.43 0
70 Aligarh
ION EXCHANGE 11 51 14 76 11 43 13 67 88.16 0
JMC - Lakshmi (JV) 11 83 1 95 10 70 1 81 85.26 0
PNC-SPML-JV 15 114 9 138 13 94 7 114 82.61 0
71 Mathura
NCC-APCO JV 6 101 6 113 4 67 3 74 65.49 0
72 Sant Ravidas Nagar
Welspun Kaveri Infraprojects JV 1089 2531 149 3769 770 1899 139 2808 74.50 87 1. Washer and lock nut not provided in solar foundation. 2. Crack has been found in pump house wall. 3. Staircase thread & riser size is not found ok. 4. Staircase 1st landing slab size & level not found properly. 5. ESR work has been stopped for almost 5 months. 6. There is a lot of rust in the reinforcement used in ESR, due to which the upper layer of the steel is slowly getting destroyed.
GA INFRA - BABA (JV) 980 1882 166 3028 531 1442 153 2126 70.21 36 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
73 Mainpuri
NCC Ltd. 15 49 18 82 48 16 76 140 170.73 0
74 Baghpat
LC INFRA 0 0 0 0 0 0 4 4 400.00 0