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)
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	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
3	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
4	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.
5	Lucknow	NCC Ltd.	202	1679	553	2434	88	820	553	1461	60.02	0
6	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
7	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
8	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.
9	Meerut	Power Mech Projects Ltd	3	32	1	36	3	32	1	36	100.00	0
10	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.
11	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)	38	17	4	59	28	17	4	49	83.05	0	1. NC raised for column beam misalignment, Spalling of concrete. 2. Fixing of anchor bolt is not proper. 02 Nos. sheet has been used to fulfill the requirement of 1.6 mm thick ring in Zn Al tank without proper butt fusion welding. Slab surface finishing is also not proper dur to which a gap has been occurred between the slab and tank sheet.
12	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
13	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
14	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
15	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
16	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.
17	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
18	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.
19	Jhansi	NCC Ltd.	26	93	295	414	26	93	269	388	93.72	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
BGCCPL-Ramky (JV)	29	140	303	472	29	102	196	327	69.28	0
20	Hapur	LC INFRA	4	4	19	27	3	2	0	5	18.52	0
21	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
22	Etah	ION EXCHANGE	0	4	0	4	0	3	0	3	75.00	0
Power Mech Projects Ltd	12	78	95	185	12	47	65	124	67.03	0
JMC - Lakshmi (JV)	4	25	26	55	3	16	18	37	67.27	0
23	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
24	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	-
25	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.
26	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.
27	Ballia	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
Larsen & Toubro Ltd	408	770	10	1188	394	680	8	1082	91.08	0	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.
28	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.
29	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
30	Bulandshahr	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
JMC - Lakshmi (JV)	1	59	2	62	1	59	2	62	100.00	0
31	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
32	Pilibhit	VISHVARAJ	11	16	49	76	11	16	49	76	100.00	0
PNC-SPML-JV	27	30	60	117	24	30	60	114	97.44	0
33	Gautam Buddha Nagar	LC INFRA	0	9	7	16	0	8	4	12	75.00	0
34	Muzaffarnagar	Gayatri Projects LTD	2	4	0	6	2	2	0	4	66.67	0
NKG-PRIMUS (JV)	62	26	4	92	22	1	0	23	25.00	0
JMC - Lakshmi (JV)	151	108	15	274	80	28	0	108	39.42	0
35	Banda	Larsen & Toubro Ltd	9	9	67	85	9	9	67	85	100.00	0
NCC Ltd.	9	11	29	49	9	11	29	49	100.00	0
36	Budaun	NCC Ltd.	3	4	2	9	3	4	2	9	100.00	0
PNC-SPML-JV	75	149	8	232	74	125	8	207	89.22	0	1. 99 Nos compliance closed at site but not received officially in written. 2. Work done without RFI's. 3. Poor workmanship.
37	Ambedkar Nagar	Welspun Kaveri Infraprojects JV	11	27	2	40	9	14	2	25	62.50	0
Vindhya-GAJA (JV)	56	124	4	184	56	69	2	127	69.02	0
38	Sant Kabeer Nagar	JAKSON - VISHVARAJ (JV)	22	74	61	157	20	23	13	56	35.67	0	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. Alignment of beam is not as per drawing and design.
Megha	26	82	54	162	10	24	22	56	34.57	0	It was found at the site there is a large gap between the precast columns and the beam of OHT. Whereas gap should be 25 mm as per approved OHT Drawing. As per IS 15916 -2011, ±10 % tolerance allowed in precast components. Precast OHT Column dowel bars found 410 mm instead of 500 mm. Zinc Aluminum tank is corroded, Large gap between OHT slab and hold down bracket.
39	Ghaziabad	LC INFRA	4	12	3	19	4	7	2	13	68.42	0
40	Gonda	KLSR - RAYS (JV)	5	32	25	62	1	12	7	20	32.26	0	Road Restoration, Safety issue, Material issue, Poor workmanship
Larsen & Toubro Ltd	8	20	32	60	3	7	10	20	33.33	0	Road Restoration , Poor workmanship, Regular water supply without chlorination, Ladder issue of OHT
41	Shamli	Gayatri Projects LTD	2	4	2	8	1	0	0	1	12.50	0
JMC - Lakshmi (JV)	54	70	9	133	26	12	6	44	33.08	0
42	Baghpat	LC INFRA	4	10	17	31	4	10	13	27	87.10	0
43	Siddharth Nagar	VSA	29	85	7	121	16	12	1	29	23.97	0
Megha	57	170	15	242	23	24	3	50	20.66	0
JAKSON - VISHVARAJ (JV)	70	274	14	358	41	70	8	119	33.24	0
44	Auraiya	Indian Hume Pipe	9	13	3	25	9	13	3	25	100.00	0
GVPR	69	29	6	104	66	28	6	100	96.15	0
45	Barabanki	Gayatri Projects LTD	5	9	0	14	4	1	0	5	35.71	0
Megha	72	53	2	127	39	15	0	54	42.52	0
PNC-SPML-JV	49	50	2	101	37	19	1	57	56.44	0
Vindhya-GAJA (JV)	25	22	0	47	14	7	0	21	44.68	0
VSA	12	13	0	25	12	3	0	15	60.00	0
46	Saharanpur	Gayatri Projects LTD	10	111	2	123	5	22	0	27	21.95	0	Poor quality construction work pump house. CC road reinstatement poor workmanship.
GA INFRA - BABA (JV)	88	229	18	335	61	103	16	180	53.73	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.
47	Ayodhya	VSA	31	38	18	87	22	19	9	50	57.47	0
UNIVERSAL MEP	2	25	10	37	2	25	9	36	97.30	0
Gayatri Projects LTD	5	14	4	23	3	11	4	18	78.26	0
Vindhya-GAJA (JV)	8	15	7	30	5	12	5	22	73.33	0
48	Amroha	LC INFRA	3	2	3	8	2	2	2	6	75.00	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
OMIL-JWIL (JV)	87	121	44	252	79	116	39	234	92.86	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	80	87	36	203	61	84	31	176	86.70	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
49	Moradabad	LC INFRA	40	20	169	229	40	17	164	221	96.51	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	30	22	102	154	89.53	0	Staging Done Without Staircase , Brick Quality is not good & Saftey negligence during dome casting.
50	Kanpur Dehat	GVPR	4	9	10	23	4	9	10	23	100.00	0
Indian Hume Pipe	5	5	10	20	5	5	10	20	100.00	0
Vindhya-GAJA (JV)	2	5	2	9	1	5	2	8	88.89	0	For Gutaiya WSS Critical NC compliances submitted but its under observation for testing, that's why one NC is pending.
VSA	26	18	23	67	26	18	23	67	100.00	0	3 nos OHT partial dismantle
51	Farrukhabad	Vindhya-GAJA (JV)	2	32	21	55	2	28	21	51	92.73	0
GVPR	33	49	39	121	18	35	31	84	69.42	0
52	Kanpur Nagar	VSA	28	21	34	83	21	21	34	76	91.57	0
Vindhya-GAJA (JV)	74	35	52	161	70	35	52	157	97.52	0
53	Mathura	NCC-APCO JV	8	111	6	125	3	75	4	82	65.60	0
54	Agra	Megha	132	31	4	167	96	20	2	118	70.66	0
NCC-APCO JV	49	24	6	79	47	23	6	76	96.20	0
55	Basti	Megha	133	156	186	475	92	88	112	292	61.47	0
JAKSON - VISHVARAJ (JV)	9	33	22	64	4	26	20	50	78.13	0
VSA	6	11	14	31	4	9	12	25	80.65	0
56	Kannauj	GVPR	19	59	40	118	18	55	32	105	88.98	0	Road Restoration Not Done, honeycomb observed, work Without RFI
VSA	63	78	79	220	60	74	55	189	85.91	0	ZN-AL tank Fusion Not Done, Road Restoration Not Done, Column misalignment observed, honeycomb observed, work Without RFI
57	Shahjahanpur	NCC Ltd.	17	29	23	69	13	27	21	61	88.41	0
58	Varanasi	Larsen & Toubro Ltd	3514	25217	1201	29932	3176	21896	1053	26125	87.28	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
59	Jaunpur	Welspun Kaveri Infraprojects JV	2032	5658	180	7870	1880	5108	164	7152	90.88	543	Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow and Road restoration work slow
AFCONS	2793	5351	178	8322	2504	4922	150	7576	91.04	636	Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow
60	Ghazipur	HFCL- JWIL (JV)	1806	4166	100	6072	1601	3554	99	5254	86.53	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	2961	5635	249	8845	2219	4057	215	6491	73.39	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	3305	6374	73	9752	1770	2130	17	3917	40.17	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."
61	Chandauli	GA INFRA - BABA (JV)	258	3465	78	3801	252	3366	72	3690	97.08	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	1420	23	1611	159	1358	21	1538	95.47	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	5846	78	6593	635	5638	71	6344	96.22	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	1029	6283	255	7567	1018	6197	251	7466	98.67	307	"1-Grouting of GI pipe not done 2-MDPE pipe found above GL level ( open condition) 3-100 percent old brick use for BOE road restoration work, As per DPR it should be 50 percent old and 50 percent new brick for BOE road restoration work 4-Depth of 63mm dia HDPE Pipe found 700mm, whereas as per the DPR depth should be 1m+dia 5-Reinstatement not done from last one month. Restoration work is being pe
East India Udhyog- Kaveri JV	17	412	1	430	16	353	1	370	86.05	0	LAYING OF HDPE PIPE IS NOT DONE PROPERLY AT SOME PLACES DEPTH IS FOUND 600 -700MM
62	Deoria	LC INFRA	1080	7674	65	8819	820	5534	46	6400	72.57	1948	1.-Cracks has been observed in wall of pump house.,2.Crack has been observed on the boundary wall.,3.Steel is visible in lintel beam of pump house.
Gayatri Projects LTD	986	6965	31	7982	905	6023	25	6953	87.11	1287	1.Crack has been observed on the boundary wall.,2.Steel is visible in coping of boundary wall.
Rithwik-Koya (JV)	201	2036	21	2258	155	1386	10	1551	68.69	101	1.3rd brace column finishing not done properly.,2.Honeycomb has been observed on the 6th lift staircase of OHT.
UNIVERSAL MEP	177	1020	8	1205	166	935	6	1107	91.87	30	1.Crack has been observed on the boundary wall.2.Crack has been observed on coping of boundary wall.
63	Gorakhpur	NCC Ltd.	956	14597	629	16182	714	10455	498	11667	72.10	2627	1. GI cashing has not been provided at Culvert crossing. 2. Crack has been observed in the boundary wall. 6. Crack has been observed in the pump house floor. 7. Paint quality is not good of boundary wall. 8. Campus approach road has been settled down. 9. Recharge pit chamber has been found damaged. 10. Honeycomb has been found in OHT TB-2.
Rithwik-Koya (JV)	345	5318	209	5872	262	4464	145	4871	82.95	320	1. Cracks has been observed in the boundary wall. 2. HDPE pipe found exposed condition end cap is not provided. 5.Boundary wall coping has been observed damage. 6. Lightning arrester has not been installed on the OHT. 7. The painting work on the OHT has not been done properly. 8. Crack has been found in the OHT apron.
64	Maharajganj	JMC - Lakshmi (JV)	630	7049	15	7694	550	5756	12	6318	82.12	486	1.Rusted steel found at construction site. 2.Honeycomb found in OHT 2nd brace beam. 3. Crack has been found in Boundary wall brick work below DPC. 4. Pump House apron has been settled down. 5. Crack observed in Boundary wall. 6.HDPE pipe found in damage condition. 7.Honey combing found in 2nd Brace beam.
Rithwik-Koya (JV)	417	3547	7	3971	283	2395	3	2681	67.51	0	1. Honeycombing found in OHT 2nd flight staircase landing. 2. Steel is visible in OHT stair case cantilever beam. 3.OHT 1st lift column has been broken and extra reinforcement is not available for further casting. 4.Pump house Apron found damaged. 5. Steel is visible in OHT 1st brace beam above lift column. 6. Crack found on the wall of Pump house.
65	Kushi Nagar	NCC Ltd.	2722	17494	217	20433	2684	17279	195	20158	98.65	621	1. Leakage has been observed in the main raising pipe. 2.Lighting conductor has not been installed as per electricals norms, Its very short length from NGL,The height should be sufficient to create a protective cone covering the building or equipment. 3.It has been observed that Mild Steel (MS) earthing strips have been used at the site in place of the specified Galvanized Iron (GI) strips, which
66	Prayagraj	Larsen & Toubro Ltd	2328	13599	450	16377	1908	12311	393	14612	89.22	0	Sunshade of pump house has been found damaged.
VPRPL	303	711	11	1025	266	548	8	822	80.20	0	Steel bars have been exposed at the bottom of waist slab of staircase.
GAJA - GAIPL JV	502	634	3	1139	444	530	3	977	85.78	0	The alignment of column has been found incorrect. It has been observed tilted.
67	Kaushambi	GA INFRA - BABA (JV)	739	4365	299	5403	358	2342	200	2900	53.67	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)	601	3286	201	4088	477	2738	170	3385	82.80	0	Honeycomb has been observed at the outer face of conical wall . poor work was done for the construction of conical wall.
68	Fatehpur	Gayatri Projects LTD	336	6772	292	7400	147	2360	74	2581	34.88	0	"1.Severe crack has been developed in the boundary wall. 2.Upper part of tubewell is getting rusted. And also Pea gravel feeding has not been done."
GA INFRA - BABA (JV)	160	1010	20	1190	102	456	4	562	47.23	0	"1.Pea gravel packing in chamber of Pump House has not been done. 2.Tube Well has been left without bore well cap which may cause menace in village."
Power Mech Projects Ltd	835	5275	183	6293	465	2444	65	2974	47.26	0	"1.One panel of boundary wall has been found collapsed due to soil stacked behind it. 2.boundary wall has been found collapsed. The length was aprox. 15 mtr."
69	Pratapgarh	JMC - Lakshmi (JV)	896	3942	186	5024	604	3158	155	3917	77.97	0	The painting work of the overhead tank staircase has not been carried out properly, Finishing work was not observed properly in the OHT 2nd lift column above GL brace beam.
Power Mech Projects Ltd	1443	3453	56	4952	1190	2914	8	4112	83.04	0	Washout chamber has been found severely cracked/damaged. Reconstruction required, Boundary wall has been found severely cracked
70	Bareilly	NCC Ltd.	37	60	36	133	34	59	36	129	96.99	0	1. Leakage found in Zinc-alum Tank around the jointing of bottom ring wall. 2. MDPE pipe intended for FHTCs have been laid through an existing waste water drain.
71	Mainpuri	NCC Ltd.	20	56	19	95	12	48	17	77	81.05	0
72	Sultanpur	UNIVERSAL MEP	0	0	0	0	13	11	13	37	3700.00	0
Gayatri Projects LTD	18	19	17	54	8	9	13	30	55.56	0
Vindhya-GAJA (JV)	70	125	131	326	51	43	62	156	47.85	0
73	Aligarh	ION EXCHANGE	11	51	14	76	11	47	14	72	94.74	0
JMC - Lakshmi (JV)	12	85	2	99	11	79	1	91	91.92	0
PNC-SPML-JV	15	117	9	141	15	111	9	135	95.74	0
74	Firozabad	Larsen & Toubro Ltd	5	251	7	263	5	158	7	170	64.64	0
NCC Ltd.	0	144	1	145	0	133	1	134	92.41	0

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

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

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

3

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

4

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.

5

Lucknow

NCC Ltd.

202

1679

553

2434

88

820

553

1461

60.02

0

6

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

7

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

8

Rampur

LC INFRA

1

4

0

5

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.

9

Meerut

Power Mech Projects Ltd

3

32

1

36

3

32

1

36

100.00

0

10

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.

11

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)

38

17

4

59

28

17

4

49

83.05

0

1. NC raised for column beam misalignment, Spalling of concrete. 2. Fixing of anchor bolt is not proper. 02 Nos. sheet has been used to fulfill the requirement of 1.6 mm thick ring in Zn Al tank without proper butt fusion welding. Slab surface finishing is also not proper dur to which a gap has been occurred between the slab and tank sheet.

12

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

13

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

14

Sitapur

NCC Ltd.

317

0

317

18

0

18

5.68

0

Larsen & Toubro Ltd

0

46

110

156

0

24

60

84

53.85

0

15

Kasganj

ION EXCHANGE

0

0.00

0

PNC-SPML-JV

52

165

91

308

45

131

78

254

82.47

0

16

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.

17

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

18

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.

19

Jhansi

NCC Ltd.

26

93

295

414

26

93

269

388

93.72

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

BGCCPL-Ramky (JV)

29

140

303

472

29

102

196

327

69.28

0

20

Hapur

LC INFRA

4

19

27

3

2

0

5

18.52

0

21

Sambhal

LC INFRA

1

2

4

7

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

22

Etah

ION EXCHANGE

0

4

0

4

0

3

0

3

75.00

0

Power Mech Projects Ltd

12

78

95

185

12

47

65

124

67.03

0

JMC - Lakshmi (JV)

4

25

26

55

3

16

18

37

67.27

0

23

Chitrakoot

GVPR

5

27

37

4

1

15

20

54.05

0

Larsen & Toubro Ltd

9

31

109

149

9

16

104

129

86.58

0

24

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

-

25

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.

26

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.

27

Ballia

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

Larsen & Toubro Ltd

408

770

10

1188

394

680

8

1082

91.08

0

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.

28

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.

29

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

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

30

Bulandshahr

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

JMC - Lakshmi (JV)

1

59

2

62

1

59

2

62

100.00

0

31

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

32

Pilibhit

VISHVARAJ

11

16

49

76

11

16

49

76

100.00

0

PNC-SPML-JV

27

30

60

117

24

30

60

114

97.44

0

33

Gautam Buddha Nagar

LC INFRA

0

9

7

16

0

8

4

12

75.00

0

34

Muzaffarnagar

Gayatri Projects LTD

2

4

0

6

2

0

4

66.67

0

NKG-PRIMUS (JV)

62

26

4

92

22

1

0

23

25.00

0

JMC - Lakshmi (JV)

151

108

15

274

80

28

0

108

39.42

0

35

Banda

Larsen & Toubro Ltd

9

67

85

9

67

85

100.00

0

NCC Ltd.

9

11

29

49

9

11

29

49

100.00

0

36

Budaun

NCC Ltd.

3

4

2

9

3

4

2

9

100.00

0

PNC-SPML-JV

75

149

8

232

74

125

8

207

89.22

0

1. 99 Nos compliance closed at site but not received officially in written. 2. Work done without RFI's. 3. Poor workmanship.

37

Ambedkar Nagar

Welspun Kaveri Infraprojects JV

11

27

2

40

9

14

2

25

62.50

0

Vindhya-GAJA (JV)

56

124

4

184

56

69

2

127

69.02

0

38

Sant Kabeer Nagar

JAKSON - VISHVARAJ (JV)

22

74

61

157

20

23

13

56

35.67

0

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. Alignment of beam is not as per drawing and design.

Megha

26

82

54

162

10

24

22

56

34.57

0

It was found at the site there is a large gap between the precast columns and the beam of OHT. Whereas gap should be 25 mm as per approved OHT Drawing. As per IS 15916 -2011, ±10 % tolerance allowed in precast components. Precast OHT Column dowel bars found 410 mm instead of 500 mm. Zinc Aluminum tank is corroded, Large gap between OHT slab and hold down bracket.

39

Ghaziabad

LC INFRA

4

12

3

19

4

7

2

13

68.42

0

40

Gonda

KLSR - RAYS (JV)

5

32

25

62

1

12

7

20

32.26

0

Road Restoration, Safety issue, Material issue, Poor workmanship

Larsen & Toubro Ltd

8

20

32

60

3

7

10

20

33.33

0

Road Restoration , Poor workmanship, Regular water supply without chlorination, Ladder issue of OHT

41

Shamli

Gayatri Projects LTD

2

4

2

8

1

0

1

12.50

0

JMC - Lakshmi (JV)

54

70

9

133

26

12

6

44

33.08

0

42

Baghpat

LC INFRA

4

10

17

31

4

10

13

27

87.10

0

43

Siddharth Nagar

VSA

29

85

7

121

16

12

1

29

23.97

0

Megha

57

170

15

242

23

24

3

50

20.66

0

JAKSON - VISHVARAJ (JV)

70

274

14

358

41

70

8

119

33.24

0

44

Auraiya

Indian Hume Pipe

9

13

3

25

9

13

3

25

100.00

0

GVPR

69

29

6

104

66

28

6

100

96.15

0

45

Barabanki

Gayatri Projects LTD

5

9

0

14

4

1

0

5

35.71

0

Megha

72

53

2

127

39

15

0

54

42.52

0

PNC-SPML-JV

49

50

2

101

37

19

1

57

56.44

0

Vindhya-GAJA (JV)

25

22

0

47

14

7

0

21

44.68

0

VSA

12

13

0

25

12

3

0

15

60.00

0

46

Saharanpur

Gayatri Projects LTD

10

111

2

123

5

22

0

27

21.95

0

Poor quality construction work pump house. CC road reinstatement poor workmanship.

GA INFRA - BABA (JV)

88

229

18

335

61

103

16

180

53.73

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.

47

Ayodhya

VSA

31

38

18

87

22

19

9

50

57.47

0

UNIVERSAL MEP

2

25

10

37

2

25

9

36

97.30

0

Gayatri Projects LTD

5

14

4

23

3

11

4

18

78.26

0

Vindhya-GAJA (JV)

8

15

7

30

5

12

5

22

73.33

0

48

Amroha

LC INFRA

3

2

3

8

2

6

75.00

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

OMIL-JWIL (JV)

87

121

44

252

79

116

39

234

92.86

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

80

87

36

203

61

84

31

176

86.70

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

49

Moradabad

LC INFRA

40

20

169

229

40

17

164

221

96.51

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

30

22

102

154

89.53

0

Staging Done Without Staircase , Brick Quality is not good & Saftey negligence during dome casting.

50

Kanpur Dehat

GVPR

4

9

10

23

4

9

10

23

100.00

0

Indian Hume Pipe

5

10

20

5

10

20

100.00

0

Vindhya-GAJA (JV)

2

5

2

9

1

5

2

8

88.89

0

For Gutaiya WSS Critical NC compliances submitted but its under observation for testing, that's why one NC is pending.

VSA

26

18

23

67

26

18

23

67

100.00

0

3 nos OHT partial dismantle

51

Farrukhabad

Vindhya-GAJA (JV)

2

32

21

55

2

28

21

51

92.73

0

GVPR

33

49

39

121

18

35

31

84

69.42

0

52

Kanpur Nagar

VSA

28

21

34

83

21

34

76

91.57

0

Vindhya-GAJA (JV)

74

35

52

161

70

35

52

157

97.52

0

53

Mathura

NCC-APCO JV

8

111

6

125

3

75

4

82

65.60

0

54

Agra

Megha

132

31

4

167

96

20

2

118

70.66

0

NCC-APCO JV

49

24

6

79

47

23

6

76

96.20

0

55

Basti

Megha

133

156

186

475

92

88

112

292

61.47

0

JAKSON - VISHVARAJ (JV)

9

33

22

64

4

26

20

50

78.13

0

VSA

6

11

14

31

4

9

12

25

80.65

0

56

Kannauj

GVPR

19

59

40

118

18

55

32

105

88.98

0

Road Restoration Not Done, honeycomb observed, work Without RFI

VSA

63

78

79

220

60

74

55

189

85.91

0

ZN-AL tank Fusion Not Done, Road Restoration Not Done, Column misalignment observed, honeycomb observed, work Without RFI

57

Shahjahanpur

NCC Ltd.

17

29

23

69

13

27

21

61

88.41

0

58

Varanasi

Larsen & Toubro Ltd

3514

25217

1201

29932

3176

21896

1053

26125

87.28

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

59

Jaunpur

Welspun Kaveri Infraprojects JV

2032

5658

180

7870

1880

5108

164

7152

90.88

543

Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow and Road restoration work slow

AFCONS

2793

5351

178

8322

2504

4922

150

7576

91.04

636

Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow

60

Ghazipur

HFCL- JWIL (JV)

1806

4166

100

6072

1601

3554

99

5254

86.53

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

2961

5635

249

8845

2219

4057

215

6491

73.39

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

3305

6374

73

9752

1770

2130

17

3917

40.17

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."

61

Chandauli

GA INFRA - BABA (JV)

258

3465

78

3801

252

3366

72

3690

97.08

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

1420

23

1611

159

1358

21

1538

95.47

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

5846

78

6593

635

5638

71

6344

96.22

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

1029

6283

255

7567

1018

6197

251

7466

98.67

307

"1-Grouting of GI pipe not done 2-MDPE pipe found above GL level ( open condition) 3-100 percent old brick use for BOE road restoration work, As per DPR it should be 50 percent old and 50 percent new brick for BOE road restoration work 4-Depth of 63mm dia HDPE Pipe found 700mm, whereas as per the DPR depth should be 1m+dia 5-Reinstatement not done from last one month. Restoration work is being pe

East India Udhyog- Kaveri JV

17

412

1

430

16

353

1

370

86.05

0

LAYING OF HDPE PIPE IS NOT DONE PROPERLY AT SOME PLACES DEPTH IS FOUND 600 -700MM

62

Deoria

LC INFRA

1080

7674

65

8819

820

5534

46

6400

72.57

1948

1.-Cracks has been observed in wall of pump house.,2.Crack has been observed on the boundary wall.,3.Steel is visible in lintel beam of pump house.

Gayatri Projects LTD

986

6965

31

7982

905

6023

25

6953

87.11

1287

1.Crack has been observed on the boundary wall.,2.Steel is visible in coping of boundary wall.

Rithwik-Koya (JV)

201

2036

21

2258

155

1386

10

1551

68.69

101

1.3rd brace column finishing not done properly.,2.Honeycomb has been observed on the 6th lift staircase of OHT.

UNIVERSAL MEP

177

1020

8

1205

166

935

6

1107

91.87

30

1.Crack has been observed on the boundary wall.2.Crack has been observed on coping of boundary wall.

63

Gorakhpur

NCC Ltd.

956

14597

629

16182

714

10455

498

11667

72.10

2627

1. GI cashing has not been provided at Culvert crossing. 2. Crack has been observed in the boundary wall. 6. Crack has been observed in the pump house floor. 7. Paint quality is not good of boundary wall. 8. Campus approach road has been settled down. 9. Recharge pit chamber has been found damaged. 10. Honeycomb has been found in OHT TB-2.

Rithwik-Koya (JV)

345

5318

209

5872

262

4464

145

4871

82.95

320

1. Cracks has been observed in the boundary wall. 2. HDPE pipe found exposed condition end cap is not provided. 5.Boundary wall coping has been observed damage. 6. Lightning arrester has not been installed on the OHT. 7. The painting work on the OHT has not been done properly. 8. Crack has been found in the OHT apron.

64

Maharajganj

JMC - Lakshmi (JV)

630

7049

15

7694

550

5756

12

6318

82.12

486

1.Rusted steel found at construction site. 2.Honeycomb found in OHT 2nd brace beam. 3. Crack has been found in Boundary wall brick work below DPC. 4. Pump House apron has been settled down. 5. Crack observed in Boundary wall. 6.HDPE pipe found in damage condition. 7.Honey combing found in 2nd Brace beam.

Rithwik-Koya (JV)

417

3547

7

3971

283

2395

3

2681

67.51

0

1. Honeycombing found in OHT 2nd flight staircase landing. 2. Steel is visible in OHT stair case cantilever beam. 3.OHT 1st lift column has been broken and extra reinforcement is not available for further casting. 4.Pump house Apron found damaged. 5. Steel is visible in OHT 1st brace beam above lift column. 6. Crack found on the wall of Pump house.

65

Kushi Nagar

NCC Ltd.

2722

17494

217

20433

2684

17279

195

20158

98.65

621

1. Leakage has been observed in the main raising pipe. 2.Lighting conductor has not been installed as per electricals norms, Its very short length from NGL,The height should be sufficient to create a protective cone covering the building or equipment. 3.It has been observed that Mild Steel (MS) earthing strips have been used at the site in place of the specified Galvanized Iron (GI) strips, which

66

Prayagraj

Larsen & Toubro Ltd

2328

13599

450

16377

1908

12311

393

14612

89.22

0

Sunshade of pump house has been found damaged.

VPRPL

303

711

11

1025

266

548

8

822

80.20

0

Steel bars have been exposed at the bottom of waist slab of staircase.

GAJA - GAIPL JV

502

634

3

1139

444

530

3

977

85.78

0

The alignment of column has been found incorrect. It has been observed tilted.

67

Kaushambi

GA INFRA - BABA (JV)

739

4365

299

5403

358

2342

200

2900

53.67

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)

601

3286

201

4088

477

2738

170

3385

82.80

0

Honeycomb has been observed at the outer face of conical wall . poor work was done for the construction of conical wall.

68

Fatehpur

Gayatri Projects LTD

336

6772

292

7400

147

2360

74

2581

34.88

0

"1.Severe crack has been developed in the boundary wall. 2.Upper part of tubewell is getting rusted. And also Pea gravel feeding has not been done."

GA INFRA - BABA (JV)

160

1010

20

1190

102

456

4

562

47.23

0

"1.Pea gravel packing in chamber of Pump House has not been done. 2.Tube Well has been left without bore well cap which may cause menace in village."

Power Mech Projects Ltd

835

5275

183

6293

465

2444

65

2974

47.26

0

"1.One panel of boundary wall has been found collapsed due to soil stacked behind it. 2.boundary wall has been found collapsed. The length was aprox. 15 mtr."

69

Pratapgarh

JMC - Lakshmi (JV)

896

3942

186

5024

604

3158

155

3917

77.97

0

The painting work of the overhead tank staircase has not been carried out properly, Finishing work was not observed properly in the OHT 2nd lift column above GL brace beam.

Power Mech Projects Ltd

1443

3453

56

4952

1190

2914

8

4112

83.04

0

Washout chamber has been found severely cracked/damaged. Reconstruction required, Boundary wall has been found severely cracked

70

Bareilly

NCC Ltd.

37

60

36

133

34

59

36

129

96.99

0

1. Leakage found in Zinc-alum Tank around the jointing of bottom ring wall. 2. MDPE pipe intended for FHTCs have been laid through an existing waste water drain.

71

Mainpuri

NCC Ltd.

20

56

19

95

12

48

17

77

81.05

0

72

Sultanpur

UNIVERSAL MEP

0

13

11

13

37

3700.00

0

Gayatri Projects LTD

18

19

17

54

8

9

13

30

55.56

0

Vindhya-GAJA (JV)

70

125

131

326

51

43

62

156

47.85

0

73

Aligarh

ION EXCHANGE

11

51

14

76

11

47

14

72

94.74

0

JMC - Lakshmi (JV)

12

85

2

99

11

79

1

91

91.92

0

PNC-SPML-JV

15

117

9

141

15

111

9

135

95.74

0

74

Firozabad

Larsen & Toubro Ltd

5

251

7

263

5

158

7

170

64.64

0

NCC Ltd.

0

144

1

145

0

133

1

134

92.41

0

Status Of NCs & Compliances --All Phase-- Phase 1 Phase 2,3,5

Status Of NCs & Compliances