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	Varanasi	Larsen & Toubro Ltd	3542	25724	1224	30490	3204	22188	1055	26447	86.74	0	1-Cracks observed in Boundary wall. 2-Road Restoration work was not done properly at some places. 3-Joints of brickwork are not filled properly 4-Mortar used for the Brick work was not as per DPR and specifications.
2	Kushi Nagar	NCC Ltd.	2722	17556	229	20507	2716	17424	210	20350	99.23	621	1. A full-depth vertical crack has been developed in the boundary wall. 2.The hydro level transmitter is currently installed without a corresponding display or monitoring interface. Installation of the display unit is required to enable real-time level tracking and ensure operational visibility. 3.The solar panel has been found damaged and does not comply with electrical safety regulations, Damage
3	Prayagraj	Larsen & Toubro Ltd	2393	13971	481	16845	2246	13498	448	16192	96.12	0	Leakage has been found from the Liner of the OHTs
GAJA - GAIPL JV	516	695	3	1214	492	626	3	1121	92.34	0	Misalignment has found in the column of the OHT
VPRPL	313	746	14	1073	271	564	8	843	78.56	0	Seepage has been found from the OHT
4	Gorakhpur	NCC Ltd.	956	14643	663	16262	714	10460	498	11672	71.77	2627	1. 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)	347	5336	217	5900	262	4464	145	4871	82.56	320	1. HDPE pipe found exposed condition end cap is not provided. 2.Boundary wall coping has been observed damage. 3. Lightning arrester has not been installed on the OHT. 4. The painting work on the OHT has not been done properly. 5. Crack has been found in the bpundary wall.
5	Ghazipur	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."
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."
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
6	Deoria	LC INFRA	1081	7752	69	8902	831	5674	50	6555	73.64	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	6999	32	8017	985	6023	25	7033	87.73	1287	1.Crack has been observed on the boundary wall.,2.Steel is visible in coping of boundary wall.
Rithwik-Koya (JV)	201	2040	21	2262	159	1515	11	1685	74.49	101	1.3rd brace column finishing not done properly.,2.Honeycomb has been observed on the 6th lift staircase of OHT.
UNIVERSAL MEP	177	1045	8	1230	175	998	7	1180	95.93	30	1.Crack has been observed on the boundary wall.2.Crack has been observed on coping of boundary wall.
7	Jaunpur	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
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
8	Azamgarh	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.
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.
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.
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.
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.
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
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.
9	Maharajganj	JMC - Lakshmi (JV)	660	7251	15	7926	580	6195	14	6789	85.65	0	Leakage has been found in OHT Bottom Dome. Honeycombing found in OHT 3rd flight staircase Cantilever beam.
Rithwik-Koya (JV)	419	3626	7	4052	302	2571	3	2876	70.98	0	The zinc OHT liner is popping out under the sheet near the balcony. Additional reinforcement not available for further casting of the OHT column.
10	Chandauli	VSA	1029	6330	255	7614	1018	6197	251	7466	98.06	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
ION EXCHANGE	675	6166	78	6919	635	5638	71	6344	91.69	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
GA INFRA - BABA (JV)	258	3514	78	3850	252	3366	72	3690	95.84	0	"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	1523	23	1714	159	1358	21	1538	89.73	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 the
East India Udhyog- Kaveri JV	17	451	1	469	16	353	1	370	78.89	0	Road Restoration work is pending at site .
11	Fatehpur	Gayatri Projects LTD	342	6943	303	7588	162	2696	80	2938	38.72	0	The earthing work of pump plant has not been done.
Power Mech Projects Ltd	854	5549	216	6619	540	3198	115	3853	58.21	0	Hard barricading and sign boards have not been used at site.
GA INFRA - BABA (JV)	162	1017	35	1214	106	487	4	597	49.18	0	Poor lighting arrangement has been found in the storage area.
12	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.
13	Kaushambi	GA INFRA - BABA (JV)	742	4433	302	5477	392	2459	204	3055	55.78	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)	616	3472	209	4297	518	2924	175	3617	84.18	0	Honeycomb has been observed at the outer face of conical wall . Conical wall of the ESR has poorly constructed.
14	Pratapgarh	JMC - Lakshmi (JV)	943	4118	206	5267	912	3753	193	4858	92.23	0	The riser of 1st flight stair is found 200 mm at site while it should be 165mm as per drawing. Cracks have been started developing at several places in the boundary wall.
Power Mech Projects Ltd	1475	3554	62	5091	1460	2914	32	4406	86.54	0	Mud has been accumulated inside the water recharge chamber. The bore cap has not been fitted in the tube well, due to which bricks and stones have fallen into it, which is very difficult to remove and the bore well may collapse. The bore cap has not been fitted in the tube well, due to which bricks and stones have fallen into it, which is very difficult to remove and the bore well may collapse.
15	Mirzapur	GA INFRA	1044	3250	125	4419	1044	3250	125	4419	100.00	25	1 - Wall of staff quater found damaged., 2 - S.valve found damaged 3 -Plinth protection of staff quater found damaged. 4 -·Boundary wall found damaged..
NCC Ltd.	390	3127	270	3787	374	3127	270	3771	99.58	62	1 - Depth of HDPE Pipe is 750 MM., 2 -·Crack has been observed in ladder of MBR., 3 - Water logging in ESR campus, 4-Boundary wall collapsed, 5 -Leakage has been found due to not proper pipe fittings
Megha	721	2745	81	3547	448	2118	72	2638	74.37	49	1 - Many Leakage/seepage points have been observed in the CWR tank. , 2 - Water has accumulated near the ESR structure , 3 - Water logging on the chamber floor – Stagnant water was found inside the pump house, which poses a risk of electrical hazards and may cause damage to equipment.
Ramky baba	423	2077	153	2653	38	213	25	276	10.40	32	1 - Significant water stagnation observed around the rcc pedestal of the OHT 2 - The adjacent soil appears soft ,damp,and partialy eroded. 3- Signs of algae formation and water logging persist despite multiple site visits
GVPR	172	1397	49	1618	67	560	26	653	40.36	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.
Multiurban	50	263	10	323	50	263	10	323	100.00	19	The Overhead Tank (OHT) campus has not been properly developed, with visible neglect in landscaping and basic infrastructure.
16	Sant Ravidas Nagar	Welspun Kaveri Infraprojects JV	1150	2933	267	4350	980	2573	175	3728	85.70	0
GA INFRA - BABA (JV)	1028	2226	194	3448	1010	2180	184	3374	97.85	0
17	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
18	Sonbhadra	VPRPL	165	2567	98	2830	165	2284	68	2517	88.94	0
NCC Ltd.	109	1920	23	2052	109	1745	20	1874	91.33	0
Larsen & Toubro Ltd	47	1802	62	1911	47	1455	43	1545	80.85	0
GVPR	119	1260	40	1419	119	1054	23	1196	84.28	0
Jain Const.	9	176	14	199	9	176	14	199	100.00	0
19	Lucknow	NCC Ltd.	202	1679	553	2434	88	820	553	1461	60.02	0
20	Ballia	GAJA - GAIPL JV	253	1495	6	1754	239	1365	5	1609	91.73	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	426	1061	10	1497	420	962	10	1392	92.99	0	1.)Soil compaction of trenches after pipe laying is not being done layer-wise which could cause major accidents.Proper finishing not found of OHT Stair .2.Curing not properly done 3. Trench has been found settled, After pipe laying work compaction must be done in layer wise using compactor.
Eagle Infra- Sudhakara Infra JV	265	779	10	1054	255	685	10	950	90.13	0	1.Soil compaction of trenches after pipe laying is not being done layer-wise which could cause major accidents..2.Curing not properly done 3.After pipe laying work compaction must be done in layer wise using compactor.
21	Lakhimpur Kheri	NCC Ltd.	393	733	121	1247	129	532	90	751	60.22	0	1- Grouting work not completed in ZnAl tank, 2- Major honeycombing observed in OHT.
Vindhya-GAJA (JV)	201	379	91	671	71	221	61	353	52.61	0	1- Honeycombing found in OHT column & brace beam, 2- Poor quality of workmanship in oht work.
22	Lalitpur	M/s Sudhakara Infratech Pvt. Ltd	67	55	829	951	67	55	741	863	90.75	0
JMC-JWIL (JV)	48	66	413	527	48	66	344	458	86.91	0
DARA ENGINEERING	45	79	348	472	45	79	302	426	90.25	0
Banko Ganga	5	10	85	100	5	10	74	89	89.00	0
Brija Banco Pvt. Ltd	10	18	52	80	10	18	31	59	73.75	0
23	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.
24	Basti	Megha	117	181	188	486	92	106	117	315	64.81	0
JAKSON - VISHVARAJ (JV)	11	35	24	70	6	29	20	55	78.57	0
VSA	6	11	14	31	6	10	12	28	90.32	0
25	Jhansi	BGCCPL-Ramky (JV)	29	140	303	472	29	102	196	327	69.28	0
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
26	Saharanpur	GA INFRA - BABA (JV)	88	248	17	353	61	119	16	196	55.52	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	117	6	132	6	70	3	79	59.85	0	Poor quality construction work pump house. CC road reinstatement poor workmanship.
Gayatri Projects LTD	10	117	2	129	6	23	0	29	22.48	0	Poor quality construction work pump house. CC road reinstatement poor workmanship.
27	Sultanpur	Vindhya-GAJA (JV)	75	127	134	336	59	57	70	186	55.36	0
Gayatri Projects LTD	19	19	18	56	13	10	14	37	66.07	0
UNIVERSAL MEP	13	11	13	37	13	11	13	37	100.00	0
28	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
29	Hathras	BGCCPL-Ramky (JV)	43	84	184	311	31	60	152	243	78.14	0
ION EXCHANGE	11	21	14	46	10	19	14	43	93.48	0	Work done without RFI & Reinstatement work not as per standard specification
30	Kasganj	ION EXCHANGE	51	156	72	279	35	128	54	217	77.78	0
PNC-SPML-JV	48	145	71	264	35	128	54	217	82.20	0
31	Muzaffarnagar	JMC - Lakshmi (JV)	149	108	14	271	89	41	2	132	48.71	0	-
NKG-PRIMUS (JV)	62	26	3	91	25	1	0	26	28.57	0	-
Gayatri Projects LTD	2	4	0	6	2	4	0	6	100.00	0	-
32	Firozabad	Larsen & Toubro Ltd	5	251	7	263	5	190	7	202	76.81	0
NCC Ltd.	0	153	1	154	0	149	1	150	97.40	0
33	Amroha	OMIL-JWIL (JV)	90	121	44	255	80	117	41	238	93.33	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) Poor Quality of Materials like sand and aggregate are being used for Construction of OHT 6) Zinc alum tank leakage
SPML Infra	85	91	36	212	61	84	31	176	83.02	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
LC INFRA	3	2	3	8	2	2	3	7	87.50	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
34	Siddharth Nagar	Megha	59	174	17	250	51	157	5	213	85.20	0
JAKSON - VISHVARAJ (JV)	55	14	69	138	45	12	57	114	82.61	0
VSA	29	85	7	121	23	85	1	109	90.08	0
35	Budaun	PNC-SPML-JV	75	149	8	232	75	149	8	232	100.00	0
NCC Ltd.	3	4	2	9	3	4	2	9	100.00	0
36	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.
37	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.
38	Agra	Megha	172	39	9	220	99	24	5	128	58.18	0
NCC-APCO JV	56	26	6	88	53	25	6	84	95.45	0
39	Kannauj	VSA	43	78	79	200	40	75	70	185	92.50	0	ZN-AL tank Fusion Not Done, Road Restoration Not Done, Column misalignment observed, honeycomb observed, work Without RFI
GVPR	19	59	40	118	18	56	32	106	89.83	0	Road Restoration Not Done, honeycomb observed, work Without RFI
40	Ambedkar Nagar	Vindhya-GAJA (JV)	56	130	3	189	56	86	2	144	76.19	0
Welspun Kaveri Infraprojects JV	11	30	2	43	10	16	2	28	65.12	0
41	Etah	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
ION EXCHANGE	0	4	0	4	0	3	0	3	75.00	0
42	Sant Kabeer Nagar	Megha	29	88	55	172	10	24	22	56	32.56	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.
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.
VISHVARAJ	16	43	45	104	15	20	7	42	40.38	0	Not proper finishing work of OHT column and brace , patching found at many places . Column not in an alighnment. At joints of column and brace lots of honey comb found . Column casting done without using plumb bob.OHT column above third brace is tilt.
43	Kanpur Nagar	Vindhya-GAJA (JV)	74	35	52	161	71	35	52	158	98.14	0
VSA	28	21	34	83	23	21	34	78	93.98	0
44	Aligarh	PNC-SPML-JV	15	118	9	142	15	114	9	138	97.18	0
JMC - Lakshmi (JV)	12	85	2	99	12	84	1	97	97.98	0
ION EXCHANGE	12	51	14	77	12	48	14	74	96.10	0
45	Bareilly	NCC Ltd.	42	60	36	138	38	59	36	133	96.38	0	Slab casting done without permission, and columns above TB-3 without permission of UPJN and TPIA
46	Bahraich	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
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.
47	Shamli	JMC - Lakshmi (JV)	54	70	9	133	30	12	6	48	36.09	0
Gayatri Projects LTD	2	4	2	8	2	0	0	2	25.00	0
48	Barabanki	Megha	75	54	2	131	39	17	1	57	43.51	0
PNC-SPML-JV	53	50	2	105	43	25	1	69	65.71	0
Vindhya-GAJA (JV)	28	22	0	50	22	16	0	38	76.00	0
VSA	12	13	0	25	12	6	0	18	72.00	0
Gayatri Projects LTD	5	9	0	14	4	1	0	5	35.71	0
49	Farrukhabad	GVPR	33	54	39	126	21	38	15	74	58.73	0
Vindhya-GAJA (JV)	2	35	21	58	2	31	21	54	93.10	0
50	Gonda	KLSR - RAYS (JV)	54	40	27	121	35	18	13	66	54.55	0	Misalignment, Major Honeycomb, Road Restoration, Cube Test Fail and water supply without Chlorination. Cracks in Plinth protection and BW.
Larsen & Toubro Ltd	2	48	17	67	2	39	9	50	74.63	0	Road Restoration and water supply without chlorination.
51	Pilibhit	PNC-SPML-JV	27	30	60	117	27	30	60	117	100.00	0	all compliances have been submitted by the firm.
VISHVARAJ	11	16	49	76	11	16	49	76	100.00	0
52	Mainpuri	NCC Ltd.	25	62	19	106	16	54	17	87	82.08	0
53	Auraiya	GVPR	69	29	6	104	68	29	6	103	99.04	0
Indian Hume Pipe	9	14	3	26	9	13	3	25	96.15	0
54	Ayodhya	VSA	38	44	22	104	28	20	10	58	55.77	0
UNIVERSAL MEP	2	25	10	37	2	25	9	36	97.30	0
Vindhya-GAJA (JV)	8	15	7	30	5	12	5	22	73.33	0
Gayatri Projects LTD	5	14	4	23	5	13	4	22	95.65	0
55	Hamirpur	JWIL	5	4	86	95	5	4	86	95	100.00	0
PNC-SPML-JV	6	4	68	78	6	4	68	78	100.00	0
56	Etawah	Indian Hume Pipe	24	42	20	86	24	42	20	86	100.00	0
OMIL-JWIL (JV)	39	17	4	60	28	17	4	49	81.67	0
57	Sambhal	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
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.
LC INFRA	0	0	0	0	0	0	0	0	0.00	0
58	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
59	Amethi	Vindhya-GAJA (JV)	19	33	29	81	19	21	14	54	66.67	0
Gayatri Projects LTD	14	24	28	66	14	13	12	39	59.09	0
Welspun Kaveri Infraprojects JV	11	13	20	44	11	10	16	37	84.09	0
60	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.
61	Shahjahanpur	NCC Ltd.	18	29	25	72	18	27	22	67	93.06	0
62	Kanpur Dehat	VSA	27	18	23	68	26	18	23	67	98.53	0
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
63	Mahoba	JMC-JWIL (JV)	13	27	24	64	13	27	24	64	100.00	0
SLC-SMC (JV)	7	16	12	35	7	15	12	34	97.14	0
Larsen & Toubro Ltd	6	14	12	32	6	14	12	32	100.00	0
N.K. Gupta & K.B. Gupta Contractors	6	10	8	24	6	10	8	24	100.00	0
64	Bulandshahr	JMC - Lakshmi (JV)	1	59	2	62	1	59	2	62	100.00	0
Welspun Kaveri Infraprojects JV	0	24	1	25	0	24	0	24	96.00	0
Power Mech Projects Ltd	2	10	1	13	2	10	1	13	100.00	0
65	Rampur	OMIL-JWIL (JV)	19	27	3	49	15	19	2	36	73.47	0	RFI was not raised. 2.Quality of material not as per specification.3. Safety norms not followed, approved drawing not at site.
NKG-PRIMUS (JV)	12	22	6	40	9	13	0	22	55.00	0	OHT construction, cube testing failure, CC road restoration done work without raised RFI, OHT column beam misalignment, staircase not as per drawing
LC INFRA	1	4	0	5	1	2	0	3	60.00	0	Brick Quality is not good 2.Poor workmanship3.Caution Tape not used 4. Safety belt not used during OHT heighted work 5.PPE kit not used.
SPML Infra	0	0	0	0	0	0	0	0	0.00	0
66	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.
67	Chitrakoot	Larsen & Toubro Ltd	9	16	20	45	9	15	16	40	88.89	0
GVPR	5	6	21	32	5	3	16	24	75.00	0
68	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
69	Meerut	Power Mech Projects Ltd	3	32	2	37	3	32	1	36	97.30	0
70	Baghpat	LC INFRA	4	10	18	32	4	10	14	28	87.50	0
71	Hapur	LC INFRA	4	4	19	27	4	4	19	27	100.00	0
72	Mathura	NCC-APCO JV	9	11	0	20	6	10	0	16	80.00	0	3 NCR pending as critical and 1NCR as Major
73	Ghaziabad	LC INFRA	4	12	3	19	4	7	2	13	68.42	0
74	Gautam Buddha Nagar	LC INFRA	2	2	13	17	1	2	8	11	64.71	0

1

Varanasi

Larsen & Toubro Ltd

3542

25724

1224

30490

3204

22188

1055

26447

86.74

0

1-Cracks observed in Boundary wall. 2-Road Restoration work was not done properly at some places. 3-Joints of brickwork are not filled properly 4-Mortar used for the Brick work was not as per DPR and specifications.

2

Kushi Nagar

NCC Ltd.

2722

17556

229

20507

2716

17424

210

20350

99.23

621

1. A full-depth vertical crack has been developed in the boundary wall. 2.The hydro level transmitter is currently installed without a corresponding display or monitoring interface. Installation of the display unit is required to enable real-time level tracking and ensure operational visibility. 3.The solar panel has been found damaged and does not comply with electrical safety regulations, Damage

3

Prayagraj

Larsen & Toubro Ltd

2393

13971

481

16845

2246

13498

448

16192

96.12

0

Leakage has been found from the Liner of the OHTs

GAJA - GAIPL JV

516

695

3

1214

492

626

3

1121

92.34

0

Misalignment has found in the column of the OHT

VPRPL

313

746

14

1073

271

564

8

843

78.56

0

Seepage has been found from the OHT

4

Gorakhpur

NCC Ltd.

956

14643

663

16262

714

10460

498

11672

71.77

2627

1. 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)

347

5336

217

5900

262

4464

145

4871

82.56

320

1. HDPE pipe found exposed condition end cap is not provided. 2.Boundary wall coping has been observed damage. 3. Lightning arrester has not been installed on the OHT. 4. The painting work on the OHT has not been done properly. 5. Crack has been found in the bpundary wall.

5

Ghazipur

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."

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."

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

6

Deoria

LC INFRA

1081

7752

69

8902

831

5674

50

6555

73.64

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

6999

32

8017

985

6023

25

7033

87.73

1287

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

Rithwik-Koya (JV)

201

2040

21

2262

159

1515

11

1685

74.49

101

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

UNIVERSAL MEP

177

1045

8

1230

175

998

7

1180

95.93

30

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

7

Jaunpur

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

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

8

Azamgarh

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.

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.

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.

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.

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.

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

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.

9

Maharajganj

JMC - Lakshmi (JV)

660

7251

15

7926

580

6195

14

6789

85.65

0

Leakage has been found in OHT Bottom Dome. Honeycombing found in OHT 3rd flight staircase Cantilever beam.

Rithwik-Koya (JV)

419

3626

7

4052

302

2571

3

2876

70.98

0

The zinc OHT liner is popping out under the sheet near the balcony. Additional reinforcement not available for further casting of the OHT column.

10

Chandauli

VSA

1029

6330

255

7614

1018

6197

251

7466

98.06

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

ION EXCHANGE

675

6166

78

6919

635

5638

71

6344

91.69

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

GA INFRA - BABA (JV)

258

3514

78

3850

252

3366

72

3690

95.84

0

"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

1523

23

1714

159

1358

21

1538

89.73

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 the

East India Udhyog- Kaveri JV

17

451

1

469

16

353

1

370

78.89

0

Road Restoration work is pending at site .

11

Fatehpur

Gayatri Projects LTD

342

6943

303

7588

162

2696

80

2938

38.72

0

The earthing work of pump plant has not been done.

Power Mech Projects Ltd

854

5549

216

6619

540

3198

115

3853

58.21

0

Hard barricading and sign boards have not been used at site.

GA INFRA - BABA (JV)

162

1017

35

1214

106

487

4

597

49.18

0

Poor lighting arrangement has been found in the storage area.

12

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.

13

Kaushambi

GA INFRA - BABA (JV)

742

4433

302

5477

392

2459

204

3055

55.78

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)

616

3472

209

4297

518

2924

175

3617

84.18

0

Honeycomb has been observed at the outer face of conical wall . Conical wall of the ESR has poorly constructed.

14

Pratapgarh

JMC - Lakshmi (JV)

943

4118

206

5267

912

3753

193

4858

92.23

0

The riser of 1st flight stair is found 200 mm at site while it should be 165mm as per drawing. Cracks have been started developing at several places in the boundary wall.

Power Mech Projects Ltd

1475

3554

62

5091

1460

2914

32

4406

86.54

0

Mud has been accumulated inside the water recharge chamber. The bore cap has not been fitted in the tube well, due to which bricks and stones have fallen into it, which is very difficult to remove and the bore well may collapse. The bore cap has not been fitted in the tube well, due to which bricks and stones have fallen into it, which is very difficult to remove and the bore well may collapse.

15

Mirzapur

GA INFRA

1044

3250

125

4419

1044

3250

125

4419

100.00

25

1 - Wall of staff quater found damaged., 2 - S.valve found damaged 3 -Plinth protection of staff quater found damaged. 4 -·Boundary wall found damaged..

NCC Ltd.

390

3127

270

3787

374

3127

270

3771

99.58

62

1 - Depth of HDPE Pipe is 750 MM., 2 -·Crack has been observed in ladder of MBR., 3 - Water logging in ESR campus, 4-Boundary wall collapsed, 5 -Leakage has been found due to not proper pipe fittings

Megha

721

2745

81

3547

448

2118

72

2638

74.37

49

1 - Many Leakage/seepage points have been observed in the CWR tank. , 2 - Water has accumulated near the ESR structure , 3 - Water logging on the chamber floor – Stagnant water was found inside the pump house, which poses a risk of electrical hazards and may cause damage to equipment.

Ramky baba

423

2077

153

2653

38

213

25

276

10.40

32

1 - Significant water stagnation observed around the rcc pedestal of the OHT 2 - The adjacent soil appears soft ,damp,and partialy eroded. 3- Signs of algae formation and water logging persist despite multiple site visits

GVPR

172

1397

49

1618

67

560

26

653

40.36

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.

Multiurban

50

263

10

323

50

263

10

323

100.00

19

The Overhead Tank (OHT) campus has not been properly developed, with visible neglect in landscaping and basic infrastructure.

16

Sant Ravidas Nagar

Welspun Kaveri Infraprojects JV

1150

2933

267

4350

980

2573

175

3728

85.70

0

GA INFRA - BABA (JV)

1028

2226

194

3448

1010

2180

184

3374

97.85

0

17

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

18

Sonbhadra

VPRPL

165

2567

98

2830

165

2284

68

2517

88.94

0

NCC Ltd.

109

1920

23

2052

109

1745

20

1874

91.33

0

Larsen & Toubro Ltd

47

1802

62

1911

47

1455

43

1545

80.85

0

GVPR

119

1260

40

1419

119

1054

23

1196

84.28

0

Jain Const.

9

176

14

199

9

176

14

199

100.00

0

19

Lucknow

NCC Ltd.

202

1679

553

2434

88

820

553

1461

60.02

0

20

Ballia

GAJA - GAIPL JV

253

1495

6

1754

239

1365

5

1609

91.73

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

426

1061

10

1497

420

962

10

1392

92.99

0

1.)Soil compaction of trenches after pipe laying is not being done layer-wise which could cause major accidents.Proper finishing not found of OHT Stair .2.Curing not properly done 3. Trench has been found settled, After pipe laying work compaction must be done in layer wise using compactor.

Eagle Infra- Sudhakara Infra JV

265

779

10

1054

255

685

10

950

90.13

0

1.Soil compaction of trenches after pipe laying is not being done layer-wise which could cause major accidents..2.Curing not properly done 3.After pipe laying work compaction must be done in layer wise using compactor.

21

Lakhimpur Kheri

NCC Ltd.

393

733

121

1247

129

532

90

751

60.22

0

1- Grouting work not completed in ZnAl tank, 2- Major honeycombing observed in OHT.

Vindhya-GAJA (JV)

201

379

91

671

71

221

61

353

52.61

0

1- Honeycombing found in OHT column & brace beam, 2- Poor quality of workmanship in oht work.

22

Lalitpur

M/s Sudhakara Infratech Pvt. Ltd

67

55

829

951

67

55

741

863

90.75

0

JMC-JWIL (JV)

48

66

413

527

48

66

344

458

86.91

0

DARA ENGINEERING

45

79

348

472

45

79

302

426

90.25

0

Banko Ganga

5

10

85

100

5

10

74

89

89.00

0

Brija Banco Pvt. Ltd

10

18

52

80

10

18

31

59

73.75

0

23

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.

24

Basti

Megha

117

181

188

486

92

106

117

315

64.81

0

JAKSON - VISHVARAJ (JV)

11

35

24

70

6

29

20

55

78.57

0

VSA

6

11

14

31

6

10

12

28

90.32

0

25

Jhansi

BGCCPL-Ramky (JV)

29

140

303

472

29

102

196

327

69.28

0

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

26

Saharanpur

GA INFRA - BABA (JV)

88

248

17

353

61

119

16

196

55.52

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

117

6

132

6

70

3

79

59.85

0

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

Gayatri Projects LTD

10

117

2

129

6

23

0

29

22.48

0

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

27

Sultanpur

Vindhya-GAJA (JV)

75

127

134

336

59

57

70

186

55.36

0

Gayatri Projects LTD

19

18

56

13

10

14

37

66.07

0

UNIVERSAL MEP

13

11

13

37

13

11

13

37

100.00

0

28

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

29

Hathras

BGCCPL-Ramky (JV)

43

84

184

311

31

60

152

243

78.14

0

ION EXCHANGE

11

21

14

46

10

19

14

43

93.48

0

Work done without RFI & Reinstatement work not as per standard specification

30

Kasganj

ION EXCHANGE

51

156

72

279

35

128

54

217

77.78

0

PNC-SPML-JV

48

145

71

264

35

128

54

217

82.20

0

31

Muzaffarnagar

JMC - Lakshmi (JV)

149

108

14

271

89

41

2

132

48.71

0

-

NKG-PRIMUS (JV)

62

26

3

91

25

1

0

26

28.57

0

-

Gayatri Projects LTD

2

4

0

6

2

4

0

6

100.00

0

-

32

Firozabad

Larsen & Toubro Ltd

5

251

7

263

5

190

7

202

76.81

0

NCC Ltd.

0

153

1

154

0

149

1

150

97.40

0

33

Amroha

OMIL-JWIL (JV)

90

121

44

255

80

117

41

238

93.33

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) Poor Quality of Materials like sand and aggregate are being used for Construction of OHT 6) Zinc alum tank leakage

SPML Infra

85

91

36

212

61

84

31

176

83.02

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

LC INFRA

3

2

3

8

2

3

7

87.50

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

34

Siddharth Nagar

Megha

59

174

17

250

51

157

5

213

85.20

0

JAKSON - VISHVARAJ (JV)

55

14

69

138

45

12

57

114

82.61

0

VSA

29

85

7

121

23

85

1

109

90.08

0

35

Budaun

PNC-SPML-JV

75

149

8

232

75

149

8

232

100.00

0

NCC Ltd.

3

4

2

9

3

4

2

9

100.00

0

36

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.

37

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.

38

Agra

Megha

172

39

9

220

99

24

5

128

58.18

0

NCC-APCO JV

56

26

6

88

53

25

6

84

95.45

0

39

Kannauj

VSA

43

78

79

200

40

75

70

185

92.50

0

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

GVPR

19

59

40

118

18

56

32

106

89.83

0

Road Restoration Not Done, honeycomb observed, work Without RFI

40

Ambedkar Nagar

Vindhya-GAJA (JV)

56

130

3

189

56

86

2

144

76.19

0

Welspun Kaveri Infraprojects JV

11

30

2

43

10

16

2

28

65.12

0

41

Etah

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

ION EXCHANGE

0

4

0

4

0

3

0

3

75.00

0

42

Sant Kabeer Nagar

Megha

29

88

55

172

10

24

22

56

32.56

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.

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.

VISHVARAJ

16

43

45

104

15

20

7

42

40.38

0

Not proper finishing work of OHT column and brace , patching found at many places . Column not in an alighnment. At joints of column and brace lots of honey comb found . Column casting done without using plumb bob.OHT column above third brace is tilt.

43

Kanpur Nagar

Vindhya-GAJA (JV)

74

35

52

161

71

35

52

158

98.14

0

VSA

28

21

34

83

23

21

34

78

93.98

0

44

Aligarh

PNC-SPML-JV

15

118

9

142

15

114

9

138

97.18

0

JMC - Lakshmi (JV)

12

85

2

99

12

84

1

97

97.98

0

ION EXCHANGE

12

51

14

77

12

48

14

74

96.10

0

45

Bareilly

NCC Ltd.

42

60

36

138

38

59

36

133

96.38

0

Slab casting done without permission, and columns above TB-3 without permission of UPJN and TPIA

46

Bahraich

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

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.

47

Shamli

JMC - Lakshmi (JV)

54

70

9

133

30

12

6

48

36.09

0

Gayatri Projects LTD

2

4

2

8

2

0

2

25.00

0

48

Barabanki

Megha

75

54

2

131

39

17

1

57

43.51

0

PNC-SPML-JV

53

50

2

105

43

25

1

69

65.71

0

Vindhya-GAJA (JV)

28

22

0

50

22

16

0

38

76.00

0

VSA

12

13

0

25

12

6

0

18

72.00

0

Gayatri Projects LTD

5

9

0

14

4

1

0

5

35.71

0

49

Farrukhabad

GVPR

33

54

39

126

21

38

15

74

58.73

0

Vindhya-GAJA (JV)

2

35

21

58

2

31

21

54

93.10

0

50

Gonda

KLSR - RAYS (JV)

54

40

27

121

35

18

13

66

54.55

0

Misalignment, Major Honeycomb, Road Restoration, Cube Test Fail and water supply without Chlorination. Cracks in Plinth protection and BW.

Larsen & Toubro Ltd

2

48

17

67

2

39

9

50

74.63

0

Road Restoration and water supply without chlorination.

51

Pilibhit

PNC-SPML-JV

27

30

60

117

27

30

60

117

100.00

0

all compliances have been submitted by the firm.

VISHVARAJ

11

16

49

76

11

16

49

76

100.00

0

52

Mainpuri

NCC Ltd.

25

62

19

106

16

54

17

87

82.08

0

53

Auraiya

GVPR

69

29

6

104

68

29

6

103

99.04

0

Indian Hume Pipe

9

14

3

26

9

13

3

25

96.15

0

54

Ayodhya

VSA

38

44

22

104

28

20

10

58

55.77

0

UNIVERSAL MEP

2

25

10

37

2

25

9

36

97.30

0

Vindhya-GAJA (JV)

8

15

7

30

5

12

5

22

73.33

0

Gayatri Projects LTD

5

14

4

23

5

13

4

22

95.65

0

55

Hamirpur

JWIL

5

4

86

95

5

4

86

95

100.00

0

PNC-SPML-JV

6

4

68

78

6

4

68

78

100.00

0

56

Etawah

Indian Hume Pipe

24

42

20

86

24

42

20

86

100.00

0

OMIL-JWIL (JV)

39

17

4

60

28

17

4

49

81.67

0

57

Sambhal

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

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.

LC INFRA

0

0.00

0

58

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

59

Amethi

Vindhya-GAJA (JV)

19

33

29

81

19

21

14

54

66.67

0

Gayatri Projects LTD

14

24

28

66

14

13

12

39

59.09

0

Welspun Kaveri Infraprojects JV

11

13

20

44

11

10

16

37

84.09

0

60

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.

61

Shahjahanpur

NCC Ltd.

18

29

25

72

18

27

22

67

93.06

0

62

Kanpur Dehat

VSA

27

18

23

68

26

18

23

67

98.53

0

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

63

Mahoba

JMC-JWIL (JV)

13

27

24

64

13

27

24

64

100.00

0

SLC-SMC (JV)

7

16

12

35

7

15

12

34

97.14

0

Larsen & Toubro Ltd

6

14

12

32

6

14

12

32

100.00

0

N.K. Gupta & K.B. Gupta Contractors

6

10

8

24

6

10

8

24

100.00

0

64

Bulandshahr

JMC - Lakshmi (JV)

1

59

2

62

1

59

2

62

100.00

0

Welspun Kaveri Infraprojects JV

0

24

1

25

0

24

0

24

96.00

0

Power Mech Projects Ltd

2

10

1

13

2

10

1

13

100.00

0

65

Rampur

OMIL-JWIL (JV)

19

27

3

49

15

19

2

36

73.47

0

RFI was not raised. 2.Quality of material not as per specification.3. Safety norms not followed, approved drawing not at site.

NKG-PRIMUS (JV)

12

22

6

40

9

13

0

22

55.00

0

OHT construction, cube testing failure, CC road restoration done work without raised RFI, OHT column beam misalignment, staircase not as per drawing

LC INFRA

1

4

0

5

1

2

0

3

60.00

0

Brick Quality is not good 2.Poor workmanship3.Caution Tape not used 4. Safety belt not used during OHT heighted work 5.PPE kit not used.

SPML Infra

0

0.00

0

66

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.

67

Chitrakoot

Larsen & Toubro Ltd

9

16

20

45

9

15

16

40

88.89

0

GVPR

5

6

21

32

5

3

16

24

75.00

0

68

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

69

Meerut

Power Mech Projects Ltd

3

32

2

37

3

32

1

36

97.30

0

70

Baghpat

LC INFRA

4

10

18

32

4

10

14

28

87.50

0

71

Hapur

LC INFRA

4

19

27

4

19

27

100.00

0

72

Mathura

NCC-APCO JV

9

11

0

20

6

10

0

16

80.00

0

3 NCR pending as critical and 1NCR as Major

73

Ghaziabad

LC INFRA

4

12

3

19

4

7

2

13

68.42

0

74

Gautam Buddha Nagar

LC INFRA

2

13

17

1

2

8

11

64.71

0

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

Status Of NCs & Compliances