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 60158 228161 14276 302595 40953 152912 10579 204444 67.56 9731
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 Kanpur Nagar
VSA 9 23 11 43 8 22 10 40 93.02 0
Vindhya-GAJA (JV) 2 23 30 55 2 20 27 49 89.09 0
4 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.
5 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
6 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.
7 Lucknow
NCC Ltd. 202 1679 553 2434 88 820 553 1461 60.02 0
8 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
9 Ghazipur
HFCL- JWIL (JV) 1935 3605 106 5646 1213 2385 83 3681 65.20 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 3820 6442 299 10561 1284 1838 66 3188 30.19 169 "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 4257 5783 76 10116 1392 1256 13 2661 26.30 140 "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."
10 Chandauli
GA INFRA - BABA (JV) 244 3314 78 3636 148 2115 12 2275 62.57 184 "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) 166 1349 23 1538 56 904 13 973 63.26 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
East India Udhyog- Kaveri JV 17 366 1 384 12 319 1 332 86.46 0 LAYING OF HDPE PIPE IS NOT DONE PROPERLY AT SOME PLACES DEPTH IS FOUND 600 -700MM and at some places road restoration not done properly
VSA 10127 6240 255 16622 9991 4559 221 14771 88.86 0 "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
ION EXCHANGE 665 5599 78 6342 566 4769 57 5392 85.02 0 "1-10mm,20mm aggregate found failed during sieve analasys test 2-Depth of 140mm dia HDPE Pipe found 570mm whereas as per the DPR ,pipe should be laid at least 1.0m+Dia 3-100 percent old brick used for BOE road restoration work as per DPR it should be 50 percent old and 50 percent new Brick should be used for restoration work 4-Hand concrete mixer used for concrete mixing Instead of PLC based weigh
11 Azamgarh
SIEPL – BRCCPL (JV) / SKYLARK 88 308 17 413 8 32 1 41 9.93 0 Proper layer wise compaction is not being performed which causes depression on road, resulting accidents
LC INFRA 1707 5997 267 7971 1527 4774 192 6493 81.46 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.
GA INFRA - BABA (JV) 400 1318 50 1768 92 325 13 430 24.32 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
M/s Sudhakara Infratech Pvt. Ltd 1609 4536 108 6253 1079 3016 40 4135 66.13 0 1.) Bricks are not being used as the approved BOQ i.e of 1st class for boundary wall, pump house & staff quarter works. 2.)Rusted steel bars were used for slab and OHT work which Is not as per IS specifications.
VIKRAN-VPRPL (JV) 344 750 103 1197 223 292 25 540 45.11 0 )Curing is not being done properly hence structure is not able to achieve its optimum strength.
ECO PROTECTION ENGINEER 178 378 3 559 137 345 0 482 86.23 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.
GAJA - SGIPL (JV) 216 1056 22 1294 3 48 5 56 4.33 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.
12 Mau
LC INFRA 702 4712 146 5560 595 2331 108 3034 54.57 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 419 4029 16 4464 221 1843 14 2078 46.55 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 1554 16 1645 56 571 2 629 38.24 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.
13 Gorakhpur
NCC Ltd. 903 13549 489 14941 660 10083 384 11127 74.47 2627 1. Cover black is not used properly in OHT slab. 2. MDPE pipe has been found in the exposed condition. 3. Cracks was found in Boundary Wall. 4. Honeycomb has been found in TB 3. 5. Pump house plinth protection has been found settled and also damaged. 6. Chlorine is unavailable at this site, and the equipment is not working. 7. Solar panel alignment is not done properly. 8. To prevent the soil coll
Rithwik-Koya (JV) 337 4713 107 5157 222 3482 54 3758 72.87 320 1.White sand is being used in the pump house. 2.MDPE pipe has been found exposed condition. 3.construction of bypass chamber is not as per specification. 4.Honey comb was observed in OHT Stair case slab. 5.Chamber found in crack condition. 6. Solar panels have been found damaged condition at the site.
14 Deoria
LC INFRA 1007 7120 48 8175 528 4077 30 4635 56.70 1948 1.-Steel is visible in 2nd brace beam of OHT.2.-Crack has been observed on the boundary wall.3.-Crack has been observed on plinth protection of pump house.4.Crack has been observed in wall of pump house.
Gayatri Projects LTD 960 6495 20 7475 327 2279 5 2611 34.93 1287 1.-Alignment of pump house lintel chajja proper not found.2.-Honeycomb observed in pump house slab outer side.3.-Boundary wall DPC has been cracked observed.4.-Boundary wall gate column has been broken found.
Rithwik-Koya (JV) 191 1844 11 2046 133 1256 6 1395 68.18 101 1.Crack has been observed in boundary wall.2.Honeycomb has been observed on the OHT 3rd brace beam.3.OHT 3rd brace column not in alignment.4.Crack has been observed on pump house wall.
UNIVERSAL MEP 168 773 5 946 76 411 4 491 51.90 30 1.Crack has been observed on the boundary wall.2.Boundary wall coping has been cracked observed.3.Brick has been found in pump house plinth protection.4.Pump house plinth protection has been broken found.
15 Kushi Nagar
NCC Ltd. 2845 16615 108 19568 2578 15995 100 18673 95.43 621 1. Plinth protection of pump house found crack. 2.OHT work has not started yet as of 07-05-2025. 3. During the site inspection honeycomb found in pump house slab. 4. Dewatering not done over the Raft PCC and reinforcement for the raft provided inside the water which may lead to rusting. 5.Discharge chamber of the pump house not constructed.
16 Maharajganj
JMC - Lakshmi (JV) 578 6449 7 7034 317 4388 6 4711 66.97 486 1.Severe Crack has been found in Boundary wall. 2.OHT pile PCC level is not as per drawing. 3. Slurry has been observed in the OHT Column. 4. Pump house verandah lintel beam length is not as per standard. It's length is under size. 5. Finishing work is required in Pump house Slab.
Rithwik-Koya (JV) 369 3102 4 3475 135 1893 2 2030 58.42 0 1 Crack found on boundary wall. 2Honeycomb found in ground beam above 1st lift column.3.Finishing required at the column of OHT. 4. Finishing work required in OHT ground beam junction.
17 Prayagraj
Larsen & Toubro Ltd 2148 12819 395 15362 1312 11199 352 12863 83.73 0 The apron and plinth protection of the pump house have completely deteriorated the entire section should be dismantled and reconstructed promptly to ensure structural integrity and protection.
VPRPL 271 510 6 787 192 361 3 556 70.65 0 Stock of poor quality fine sand and disposal waste mixed sand is stocked on site.
GAJA - GAIPL JV 467 508 3 978 257 263 1 521 53.27 0 HDPE pipe Depth of trench for laying of pipe has found 200 mm where as it should be ( 1000 + Dia of pipe ).
18 Kaushambi
GA INFRA - BABA (JV) 677 4000 267 4944 183 1956 180 2319 46.91 0 Soil Compaction after back filling has not been done Properly at site.
JMC - Lakshmi (JV) 529 2892 176 3597 240 1897 133 2270 63.11 0 Crack has been observed on the boundary wall.
19 Fatehpur
Gayatri Projects LTD 309 6557 272 7138 79 1932 67 2078 29.11 0 3rd lift column above 2nd brace beam was found tilted. Dismantle the column and reconstruct it properly.
GA INFRA - BABA (JV) 146 905 16 1067 61 339 3 403 37.77 0 The apron and plinth protection of the pump house have completely deteriorated the entire section should be dismantled and reconstructed promptly to ensure structural integrity and protection.
Power Mech Projects Ltd 764 4841 154 5759 223 1484 34 1741 30.23 0 One side wall was not made in the Bypass chamber. Pump house wall has been used as a bypass chamber wall. Drawing was not followed for bypass chamber construction. And also, V-notch was not made.
20 Pratapgarh
JMC - Lakshmi (JV) 780 3640 166 4586 453 3224 155 3832 83.56 0 Sand quality has been found very poor, Poor quality bricks have been used at site for boundary wall.
Power Mech Projects Ltd 1327 3111 34 4472 498 1281 16 1795 40.14 0 MDPE pipes have been found above the ground level while it should be at specified depth below the GL. Substandard brick has been used in the masonry work of pump house. Brick has not been tested in the lab.
21 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.
22 Varanasi
Larsen & Toubro Ltd 3325 23622 1082 28029 2815 19650 920 23385 83.43 650 "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 bo
23 Jaunpur
Welspun Kaveri Infraprojects JV 1858 5342 166 7366 1764 4738 150 6652 90.31 105 Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow and Road restoration work slow
AFCONS 2480 4862 154 7496 2234 4548 126 6908 92.16 128 Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow
24 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.
25 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
26 Gonda
Larsen & Toubro Ltd 16 24 47 87 9 17 24 50 57.47 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. 4)Zinc alum tank observations ie, Leakage issue, Improper Nut bolt fixing , Poor Fabrication works, Unavailability of Movin
KLSR - RAYS (JV) 19 38 53 110 6 16 26 48 43.64 0 1. Lack of proper road restoration works. 2. FHTC connection done without Hydro testing. 3. Zinc alum tank observations ie, Improper Nut bolt fixing , Poor Fabrication works, Column alignment issue, Honeycombing, Improper Floor Finsihing & packing of OHT, Bamboo scafolding used, No proper access to inspect the OHT work.
27 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.
28 Meerut
Power Mech Projects Ltd 3 32 1 36 3 32 1 36 100.00 0
29 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.
30 Bulandshahr
Welspun Kaveri Infraprojects JV 0 24 0 24 0 21 0 21 87.50 0
Power Mech Projects Ltd 2 10 1 13 2 10 1 13 100.00 0
JMC - Lakshmi (JV) 1 57 2 60 1 53 2 56 93.33 0
31 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.
SPML Infra 71 83 35 189 58 81 29 168 88.89 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
OMIL-JWIL (JV) 78 118 36 232 67 116 28 211 90.95 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
32 Auraiya
Indian Hume Pipe 10 10 3 23 10 10 3 23 100.00 0 All NC's has been closed by the agency.
GVPR 68 21 6 95 58 21 6 85 89.47 0
33 Shamli
Gayatri Projects LTD 2 3 2 7 1 0 0 1 14.29 0
JMC - Lakshmi (JV) 51 68 9 128 24 12 6 42 32.81 0 . 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
34 Ayodhya
UNIVERSAL MEP 2 24 9 35 2 23 9 34 97.14 0
Vindhya-GAJA (JV) 5 15 6 26 3 9 5 17 65.38 0
Gayatri Projects LTD 3 14 4 21 2 9 4 15 71.43 0
VSA 25 36 16 77 20 17 9 46 59.74 0
35 Sant Ravidas Nagar
GA INFRA - BABA (JV) 972 1767 163 2902 421 1152 143 1716 59.13 89 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 Kaveri Infraprojects JV 1086 2419 148 3653 694 1755 136 2585 70.76 383 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. 8. 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.
36 Mirzapur
Megha 707 2703 81 3491 410 1781 62 2253 64.54 49 Leakage has been observed in CWR-3
GA INFRA 963 3192 125 4280 963 3192 125 4280 100.00 25 -
NCC Ltd. 374 3127 270 3771 374 3127 270 3771 100.00 62 -
GVPR 172 1350 49 1571 44 368 14 426 27.12 20 Stair case of OHT is not as per drawing.
Ramky baba 377 2037 153 2567 38 213 25 276 10.75 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
Multiurban 50 263 10 323 50 263 10 323 100.00 19 -
37 Sambhal
LC INFRA 1 2 4 7 1 0 0 1 14.29 0
NKG-PRIMUS (JV) 15 30 38 83 8 11 13 32 38.55 0
SPML Infra 20 30 35 85 13 10 15 38 44.71 0
38 Sonbhadra
VPRPL 165 2349 76 2590 20 1530 27 1577 60.89 81 After completion of pipe laying work BT road dismantled but it has not been restored.
Jain Const. 9 176 14 199 8 170 14 192 96.48 18 -
Larsen & Toubro Ltd 47 1768 60 1875 8 547 18 573 30.56 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. 103 1740 21 1864 19 1080 12 1111 59.60 20 1.Waste slab thickness not found as per drawing specifications. 2. Rise and trade not found as per drawing specifications.
GVPR 119 1231 34 1384 63 478 6 547 39.52 26 1. Pipe were not laid as per required Depth and left open. 2. Pipe laid directly on the surface.
39 Baghpat
LC INFRA 6 14 4 24 6 11 4 21 87.50 0
40 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) 24 17 4 45 19 17 4 40 88.89 0 NC raised for column verticality, spalling of concrete and honeycomb in structure.
41 Kanpur Dehat
VSA 24 16 23 63 10 0 0 10 15.87 0 Non compliance report has been comply by the TKC, and test (UPB and Rebound Hammer) report has been submitted to Jal Nigam and TPI
Vindhya-GAJA (JV) 1 4 0 5 1 4 0 5 100.00 0 Non compliance report has been comply by the TKC.
Indian Hume Pipe 5 5 10 20 5 0 0 5 25.00 0 Compliance submitted by TKC (NDT) test report submit to Jal Nigam and TPI
GVPR 2 5 9 16 2 1 4 7 43.75 0 Compliance report submitted to Jal Nigam and TPI
42 Barabanki
Gayatri Projects LTD 4 7 0 11 4 1 0 5 45.45 0
VSA 11 10 0 21 10 3 0 13 61.90 0
Megha 71 46 2 119 21 10 0 31 26.05 0
Vindhya-GAJA (JV) 20 15 0 35 11 5 0 16 45.71 0
PNC-SPML-JV 38 36 2 76 24 14 1 39 51.32 0
43 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
44 Etah
Power Mech Projects Ltd 11 52 96 159 8 25 60 93 58.49 0
JMC - Lakshmi (JV) 2 19 25 46 0 5 13 18 39.13 0
ION EXCHANGE 0 0 1 1 0 0 0 0 0.00 0
45 Ambedkar Nagar
Welspun Kaveri Infraprojects JV 9 25 2 36 8 5 2 15 41.67 0
Vindhya-GAJA (JV) 53 113 3 169 49 56 2 107 63.31 0
46 Banda
NCC Ltd. 8 11 29 48 8 11 29 48 100.00 0
Larsen & Toubro Ltd 8 8 67 83 8 8 67 83 100.00 0
47 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
48 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
49 Ballia
GAJA - GAIPL JV 176 1170 0 1346 146 1039 0 1185 88.04 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
Eagle Infra- Sudhakara Infra JV 241 625 10 876 231 522 7 760 86.76 0 Trench has been found open in pakkakote , After pipe laying work compaction must be done in layer wise using compactor.
Larsen & Toubro Ltd 391 618 10 1019 355 575 8 938 92.05 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
50 Mathura
NCC-APCO JV 6 97 5 108 3 59 2 64 59.26 0
51 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
52 Gautam Buddha Nagar
LC INFRA 0 9 7 16 0 7 4 11 68.75 0
53 Kasganj
ION EXCHANGE 0 0 0 0 0 0 0 0 0.00 0
PNC-SPML-JV 51 165 91 307 45 121 68 234 76.22 0
54 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.
55 Mainpuri
NCC Ltd. 12 48 17 77 8 43 12 63 81.82 0
56 Basti
Megha 109 143 179 431 74 82 105 261 60.56 0
JAKSON - VISHVARAJ (JV) 4 23 19 46 1 17 11 29 63.04 0
VSA 4 10 14 28 4 6 12 22 78.57 0
57 Amethi
Vindhya-GAJA (JV) 18 33 26 77 13 20 13 46 59.74 0 Size of Riser tread of stair case not as per drawing
Gayatri Projects LTD 11 25 24 60 10 10 6 26 43.33 0 28 days cube test result not found as per IS 516.
Welspun Kaveri Infraprojects JV 8 13 19 40 8 10 14 32 80.00 0
58 Pilibhit
PNC-SPML-JV 25 30 60 115 22 30 60 112 97.39 0 1)Leakage in cell wall 2)columns verticality issue in 2 GPs
VISHVARAJ 10 16 49 75 10 16 49 75 100.00 0
59 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
60 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.
61 Chitrakoot
GVPR 5 3 25 33 4 1 15 20 60.61 0
Larsen & Toubro Ltd 9 17 108 134 9 16 101 126 94.03 0
62 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
63 Ghaziabad
LC INFRA 4 6 2 12 3 3 2 8 66.67 0
64 Siddharth Nagar
Megha 48 151 12 211 22 14 3 39 18.48 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.
VSA 25 77 7 109 14 10 1 25 22.94 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.
JAKSON - VISHVARAJ (JV) 40 230 9 279 22 49 0 71 25.45 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.
65 Hapur
LC INFRA 4 4 19 27 3 2 0 5 18.52 0
66 Shahjahanpur
NCC Ltd. 12 27 20 59 8 27 20 55 93.22 0
67 Bareilly
NCC Ltd. 34 60 36 130 30 58 36 124 95.38 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
68 Firozabad
Larsen & Toubro Ltd 5 234 7 246 5 139 7 151 61.38 0
NCC Ltd. 0 123 1 124 0 111 1 112 90.32 0
69 Muzaffarnagar
Gayatri Projects LTD 2 4 0 6 2 2 0 4 66.67 0
JMC - Lakshmi (JV) 147 107 15 269 75 26 0 101 37.55 0
NKG-PRIMUS (JV) 63 25 4 92 19 1 0 20 21.74 0
70 Aligarh
ION EXCHANGE 11 51 14 76 10 32 11 53 69.74 0 Poor workmanship and unapproved meterials are using.
JMC - Lakshmi (JV) 11 81 1 93 9 61 0 70 75.27 0 Poor workmanship and unapproved meterials are using.
PNC-SPML-JV 14 113 9 136 12 81 7 100 73.53 0 Poor workmanship and unapproved meterials are using.
71 Sultanpur
UNIVERSAL MEP 13 10 13 36 11 10 13 34 94.44 0
Vindhya-GAJA (JV) 56 108 123 287 25 37 47 109 37.98 0
Gayatri Projects LTD 14 16 16 46 2 9 14 25 54.35 0
72 Sant Kabeer Nagar
JAKSON - VISHVARAJ (JV) 21 66 52 139 14 18 8 40 28.78 0 1.Coarse aggregate is over size whereas for construction activity Coarse aggregate (20 mm) should be As per IS 383 Table 2 . 2.The size of the beam shooting is small according to the depth of Ring beam. The formwork shall be designed and con structed so as to remain sufficiently rigid during placing and compaction of concrete, and shall be such as to prevent loss of slurry from the concrete
Megha 21 55 60 136 7 11 13 31 22.79 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
73 Saharanpur
GA INFRA - BABA (JV) 88 216 16 320 33 93 2 128 40.00 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 10 107 2 119 2 18 0 20 16.81 0 Poor quality construction work pump house. CC road reinstatement poor workmanship.
NKG-PRIMUS (JV) 9 114 6 129 6 69 3 78 60.47 0 OHT column to 3rd brace not plumb Honeycombing & cracks develop in staircase Poor functional house hold tap connection Cracks developed in boundary wall
74 Agra
Megha 121 29 2 152 82 16 1 99 65.13 0
NCC-APCO JV 43 22 5 70 35 19 5 59 84.29 0