S.No. | ZONE |
District
|
TKC | Total NCs reported | Complainces Submitted By TKCs | % Of Compliance Submitted | No. of bills processed without compliances (J) |
Remarks(Only Critical in few words) |
||||||
Critical (A) |
Major (B) |
Minor (C ) |
Total D = A+B+C |
Critical (E ) |
Major (F) |
Minor (G) |
Total H=E+F+G |
I = H*100/D | ||||||
1 | Agra |
Mathura |
NCC-APCO JV | 4 | 77 | 4 | 85 | 2 | 47 | 1 | 50 | 58.82 | 0 | |
Agra
|
Megha | 100 | 27 | 2 | 129 | 62 | 15 | 1 | 78 | 60.47 | 0 | |||
NCC-APCO JV | 34 | 19 | 5 | 58 | 25 | 12 | 5 | 42 | 72.41 | 0 | ||||
Firozabad
|
Larsen & Toubro Ltd | 5 | 177 | 7 | 189 | 5 | 79 | 7 | 91 | 48.15 | 0 | |||
NCC Ltd. | 0 | 90 | 1 | 91 | 0 | 73 | 1 | 74 | 81.32 | 0 | ||||
Mainpuri
|
NCC Ltd. | 13 | 57 | 3 | 73 | 11 | 27 | 3 | 41 | 56.16 | 0 | |||
2 | Aligarh |
Aligarh |
ION EXCHANGE | 11 | 46 | 13 | 70 | 8 | 12 | 8 | 28 | 40.00 | 0 | Substandard materials are using and poor workmanship |
JMC - Lakshmi (JV) | 9 | 74 | 0 | 83 | 7 | 48 | 0 | 55 | 66.27 | 0 | Substandard materials are used and poor workmanship. | |||
PNC-SPML-JV | 14 | 97 | 8 | 119 | 12 | 56 | 7 | 75 | 63.03 | 0 | Sustandard materials are used and poor workmanship. | |||
Hathras
|
BGCCPL-Ramky (JV) | 24 | 43 | 122 | 189 | 8 | 27 | 36 | 71 | 37.57 | 0 | Quality of materials ( Sand & Bricks ) not as per standard specification | ||
ION EXCHANGE | 5 | 26 | 1 | 32 | 3 | 21 | 1 | 25 | 78.13 | 0 | Work done without RFI & Reinstatement work not as per specification | |||
Etah
|
ION EXCHANGE | 0 | 4 | 2 | 6 | 0 | 2 | 2 | 4 | 66.67 | 0 | |||
JMC - Lakshmi (JV) | 0 | 16 | 8 | 24 | 0 | 10 | 6 | 16 | 66.67 | 0 | ||||
Power Mech Projects Ltd | 0 | 65 | 31 | 96 | 0 | 53 | 28 | 81 | 84.38 | 0 | ||||
Kasganj
|
ION EXCHANGE | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 0 | 0.00 | 0 | |||
PNC-SPML-JV | 72 | 138 | 105 | 315 | 48 | 112 | 91 | 251 | 79.68 | 0 | ||||
3 | Ayodhya |
Barabanki |
Gayatri Projects LTD | 4 | 7 | 0 | 11 | 2 | 1 | 0 | 3 | 27.27 | 0 | |
Megha | 38 | 44 | 2 | 84 | 3 | 1 | 0 | 4 | 4.76 | 0 | ||||
PNC-SPML-JV | 27 | 34 | 2 | 63 | 15 | 13 | 1 | 29 | 46.03 | 0 | ||||
Vindhya-GAJA (JV) | 14 | 13 | 0 | 27 | 5 | 5 | 0 | 10 | 37.04 | 0 | ||||
VSA | 10 | 9 | 0 | 19 | 4 | 2 | 0 | 6 | 31.58 | 0 | ||||
Ayodhya
|
Gayatri Projects LTD | 3 | 4 | 4 | 11 | 1 | 2 | 3 | 6 | 54.55 | 0 | |||
UNIVERSAL MEP | 2 | 24 | 9 | 35 | 2 | 20 | 9 | 31 | 88.57 | 0 | ||||
Vindhya-GAJA (JV) | 5 | 11 | 6 | 22 | 2 | 2 | 3 | 7 | 31.82 | 0 | ||||
VSA | 25 | 26 | 12 | 63 | 3 | 13 | 7 | 23 | 36.51 | 0 | ||||
Ambedkar Nagar
|
Vindhya-GAJA (JV) | 31 | 71 | 3 | 105 | 9 | 35 | 2 | 46 | 43.81 | 0 | |||
WELSPUN | 5 | 14 | 0 | 19 | 4 | 8 | 0 | 12 | 63.16 | 0 | ||||
Sultanpur
|
Gayatri Projects LTD | 0 | 9 | 20 | 29 | 0 | 4 | 10 | 14 | 48.28 | 0 | |||
UNIVERSAL MEP | 0 | 11 | 9 | 20 | 0 | 6 | 4 | 10 | 50.00 | 0 | ||||
Vindhya-GAJA (JV) | 2 | 84 | 90 | 176 | 1 | 23 | 27 | 51 | 28.98 | 0 | ||||
Amethi
|
Gayatri Projects LTD | 12 | 21 | 21 | 54 | 7 | 8 | 3 | 18 | 33.33 | 0 | |||
Vindhya-GAJA (JV) | 17 | 28 | 23 | 68 | 3 | 17 | 10 | 30 | 44.12 | 0 | ||||
WELSPUN | 8 | 11 | 16 | 35 | 4 | 7 | 9 | 20 | 57.14 | 0 | ||||
4 | Azamgarh |
Azamgarh |
ECO PROTECTION ENGINEER | 140 | 315 | 3 | 458 | 115 | 310 | 0 | 425 | 92.79 | 0 | The depth of the trench was found 700 mm at many locations whereas as per IS standard it should be 1 meter+dia of pipe. |
GA INFRA - BABA (JV) | 356 | 1196 | 46 | 1598 | 76 | 303 | 13 | 392 | 24.53 | 0 | 1.) Backfilling of trenches after pipe laying is not being done layer-wise which could cause major accidents. 2.)The dia of the reinforcement bar was used 6 mm instead of 8mm in pump house slab beam. 3.)Material testing are not being done as per the norms due to which inadequate materials are used at site and could cause major failure of structure | |||
GAJA - SGIPL (JV) | 194 | 930 | 20 | 1144 | 3 | 48 | 5 | 56 | 4.90 | 0 | 1.) The oversized gravel was used at site for raft foundation. 2.) The spacing of the Shear stirrups were not provided properly In column and Brace Beam. | |||
LC INFRA | 1576 | 5554 | 247 | 7377 | 1313 | 4313 | 184 | 5810 | 78.76 | 0 | 1.) Bricks are not being used as the approved BOQ i.e of 1st class for boundary wall, pump house & staff quarter works. 2.) Construction materials such as cement, sand, aggregate, bricks and shuttering materials were not found of satisfactory quality and standards. 3) Honeycomb was observed in major area of the raft foundation. | |||
SIEPL – BRCCPL (JV) / SKYLARK | 155 | 395 | 63 | 613 | 8 | 32 | 1 | 41 | 6.69 | 0 | Proper layer wise compaction is not being performed which causes depression on road, resulting accidents | |||
M/s Sudhakara Infratech Pvt. Ltd | 1322 | 3871 | 95 | 5288 | 728 | 2306 | 27 | 3061 | 57.89 | 0 | 1.) Bricks are not being used as the approved BOQ i.e of 1st class for boundary wall, pump house & staff quarter works. 2.)Rusted steel bars were used for slab and OHT work which Is not as per IS specification's. | |||
VIKRAN-VPRPL (JV) | 292 | 567 | 85 | 944 | 161 | 240 | 13 | 414 | 43.86 | 0 | Curing is not being done properly hence structure is not able to achieve its optimum strength. | |||
Mau
|
GA INFRA-VPL | 415 | 3737 | 16 | 4168 | 221 | 1559 | 14 | 1794 | 43.04 | 0 | 1.)End cap found open due to which insects are entering through the inlet of the pipe, it may cause various diseases in supplied water. 2.)Soil compaction of trenches after pipe laying is not being done layer-wise which could cause major accidents. | ||
KLSR - RAYS (JV) | 75 | 1349 | 16 | 1440 | 56 | 523 | 2 | 581 | 40.35 | 0 | 1.) Open trench was found, after laying HDPE pipe soil back filling was not done it's more than 3days; which may cause accidents. 2.) Dent was found over the screen pipe which may leads to collapse of assembly system. | |||
LC INFRA | 694 | 4502 | 142 | 5338 | 568 | 2003 | 106 | 2677 | 50.15 | 0 | 1.) Severe cracks were observed in the boundary wall due to lack of curing work 2.)Multiple lapping is provided at a single section of the beam/raft which could reduce the strength of structure at those locations. | |||
Ballia
|
Larsen & Toubro Ltd | 385 | 531 | 10 | 926 | 151 | 206 | 2 | 359 | 38.77 | 0 | 1 Proper finishing not found of OHT Stair .Curing not properly done 2. Trench has been found open in pakkakote, After pipe laying work compaction must be done in layer wise using compactor. | ||
GAJA - GAIPL JV | 149 | 1021 | 0 | 1170 | 96 | 607 | 0 | 703 | 60.09 | 0 | 1). Honeycomb has been found in brace & Stair OHT khuta Siar. 2). Clear cover hasn't been found in stair of OHT khuta Siar | |||
Eagle Infra- Sudhakara Infra JV | 229 | 569 | 10 | 808 | 155 | 405 | 3 | 563 | 69.68 | 0 | 1). Only old bricks were used in Reinstatement work, whereas per DPR 50% new bricks have to be used in reinstatement of B.O.E Road. (From Node No (j 139 to j 140), Restoration of road surface with old and new materials not done as per specification. 2). 3rd flight stair has not been done proper finishing | |||
5 | Banda |
Hamirpur |
PNC-SPML-JV | 6 | 4 | 68 | 78 | 2 | 1 | 37 | 40 | 51.28 | 0 | 1.Cube moulds are not cast at the time of POURING concrete it is necessary to do Non Destructive Test (NDT) to know the strength of concrete. 2.Hairline cracks are found at the time of site visit in the boundary wall it should be repaired by grouting at the earliest. 3.Line and level should be maintained of structure as per the approved design and drawing. 4.Curing must be done 3 times a day to pr |
JWIL | 5 | 4 | 86 | 95 | 2 | 2 | 47 | 51 | 53.68 | 0 | 1.Finishing not done properly in the over head tank, joints should be properly leveled and finish with smooth surface. 2.Honeycomb should be repaired at the earliest by spray grouting (GP 2 cement) with smooth surface. 3.leakage should be repaired at the earliest and water proofing by epoxy coating should be done to prevent leakage. 4.Curing must be done 3 times a day to prevent cracks in structu | |||
Mahoba
|
Larsen & Toubro Ltd | 6 | 14 | 12 | 32 | 4 | 2 | 0 | 6 | 18.75 | 0 | Disinfection process for Pipelines & Water Bearing Structures not done as per specifications | ||
JMC-JWIL (JV) | 13 | 27 | 24 | 64 | 6 | 5 | 0 | 11 | 17.19 | 0 | 1. Road restoration not done as per specification. 2. Work done without RFI. 3. Disinfection not done as per specification for pipe network. 4. Soil compaction not done as per specification. 5. Honeycomb found in structure, recommend for ultra pulse velocity test. | |||
N.K. Gupta & K.B. Gupta Contractors | 6 | 10 | 8 | 24 | 1 | 1 | 0 | 2 | 8.33 | 0 | Disinfection process for Pipelines & Water Bearing Structures not done as per specifications. Road restoration not done properly. Work done with out RFI | |||
SLC-SMC (JV) | 7 | 15 | 12 | 34 | 2 | 2 | 0 | 4 | 11.76 | 0 | 1. Road restoration not done as per specification. 2. Work done without RFI. 3. Disinfection not done as per specification for pipe network. | |||
Banda
|
Larsen & Toubro Ltd | 8 | 8 | 67 | 83 | 0 | 0 | 51 | 51 | 61.45 | 0 | Disinfection process for pipelines & water bearing structures not done as per specifications. Road restoration not done properly. Work done without RFI. Automation work for OHT not started by agency. | ||
NCC Ltd. | 8 | 12 | 28 | 48 | 0 | 1 | 41 | 42 | 87.50 | 0 | Road restoration not done properly. Work done without RFI. Automation work for OHT not started by agency.The Guide rail for pump lifting arrangement is not provided for Recirculation pump and Sludge pump | |||
Chitrakoot
|
GVPR | 25 | 368 | 310 | 703 | 25 | 230 | 310 | 565 | 80.37 | 0 | 1-Puddle is not provided during casting of filter house wall and bottom slab of back wash tank. 2- Socket position of DI pipe has been fixed in opposite direction. | ||
Larsen & Toubro Ltd | 40 | 673 | 426 | 1139 | 40 | 468 | 426 | 934 | 82.00 | 0 | 1. Major honeycomb found in Hinauta mafi pump house wall. 2. Verticality of Column of pump house not found proper below roof beam of height appox 0.5 m | |||
6 | Barielly |
Budaun |
NCC Ltd. | 2 | 4 | 2 | 8 | 2 | 4 | 2 | 8 | 100.00 | 0 | All compliances in respect of all NCs submitted by the agency have been scrutinized and found satisfactory. |
PNC-SPML-JV | 28 | 91 | 43 | 162 | 25 | 70 | 35 | 130 | 80.25 | 0 | Weigh Batcher not used for Design mix Concreting of OHT, RFI for work is not generated timely. | |||
Bareilly
|
NCC Ltd. | 29 | 54 | 36 | 119 | 29 | 53 | 36 | 118 | 99.16 | 0 | |||
Pilibhit
|
PNC-SPML-JV | 22 | 30 | 60 | 112 | 22 | 30 | 60 | 112 | 100.00 | 0 | All compliances in respect of all NCs submitted by the agency have been scrutinized and found satisfactory. | ||
VISHVARAJ | 10 | 16 | 48 | 74 | 10 | 16 | 48 | 74 | 100.00 | 0 | Contractor has submitted compliances in respect of all NCs. These are examined and found satisfactory. | |||
Shahjahanpur
|
NCC Ltd. | 10 | 25 | 20 | 55 | 6 | 17 | 20 | 43 | 78.18 | 0 | |||
7 | Basti |
Siddharth Nagar |
JAKSON - VISHVARAJ (JV) | 27 | 137 | 4 | 168 | 5 | 10 | 4 | 19 | 11.31 | 0 | The Cube has not attained its target strength in 7 and 28 days after testing in lab. It is suggested for NDT test or any other appropriate method. |
Megha | 41 | 96 | 8 | 145 | 8 | 18 | 15 | 41 | 28.28 | 0 | The size of Ground Beam section observed (250 mm X 500 mm) in stead of (300 mm X 500 mm). Honey Combing is observed in the RCC of column & beam. The Cube has not attained its target strength in 28 days after testing in lab. It is suggested for NDT test or any other appropriate method. | |||
VSA | 22 | 60 | 7 | 89 | 3 | 4 | 6 | 13 | 14.61 | 0 | The RCC column of OHT not found as per specification. The Cube has not attained its target strength in 7 and 28 days after testing in lab. It is suggested for NDT test or any other appropriate method. | |||
Basti
|
JAKSON - VISHVARAJ (JV) | 3 | 23 | 19 | 45 | 0 | 9 | 8 | 17 | 37.78 | 0 | |||
Megha | 91 | 117 | 172 | 380 | 68 | 67 | 82 | 217 | 57.11 | 0 | ||||
VSA | 2 | 8 | 14 | 24 | 2 | 6 | 12 | 20 | 83.33 | 0 | ||||
Sant Kabeer Nagar
|
JAKSON - VISHVARAJ (JV) | 12 | 50 | 34 | 96 | 3 | 8 | 5 | 16 | 16.67 | 0 | Concrete was being compacted using bamboo stick, whereas as per IS 3558/1983 clause 5.1, 60 mm needle required for compaction of concrete in general construction such as walls, columns, beams, precast piles, heavy floors, bridge deck and roof slabs. RFI was not raised before lowering in case of tube well. Rusted steel used in OHT work. Round aggregate used in pump house RCC slab casting & cube not | ||
Megha | 14 | 40 | 33 | 87 | 2 | 1 | 9 | 12 | 13.79 | 0 | Pond water was used during casting of column in OHT. RFI was not raised before lowering in case of tube well. Compressor machine was demobilized before inspection of well development. Lesser diameter house pipe was used in pump lowering. Reinstatement is not as per specification. | |||
8 | Etawah/ Kanpur |
Farrukhabad |
GVPR | 5 | 41 | 27 | 73 | 1 | 33 | 23 | 57 | 78.08 | 0 | Poor quality brick use ,CC restoration pending & MDPE pipe found over the ground, working without RFI. |
Vindhya-GAJA (JV) | 1 | 15 | 10 | 26 | 0 | 9 | 7 | 16 | 61.54 | 0 | restoration pending and MDPE found in open and poor quality solar structure work, Substandard material used. | |||
Kannauj
|
GVPR | 11 | 15 | 7 | 33 | 10 | 8 | 5 | 23 | 69.70 | 0 | 1. Road restoration work not done as per Specification. 2. Solar Work in progress without submitting Approved Drawing. | ||
VSA | 38 | 60 | 22 | 120 | 25 | 44 | 2 | 71 | 59.17 | 0 | 1. Road Reinstatement not done as per specification and against total dismantling length. 2. Availability of Quality documents during work or after work as required not provided. | |||
Etawah
|
Indian Hume Pipe | 21 | 28 | 14 | 63 | 21 | 28 | 14 | 63 | 100.00 | 0 | All compliance has been provided by the agency. work completed after final inspection of the raised query work checked and found proper. | ||
OMIL-JWIL (JV) | 5 | 3 | 1 | 9 | 0 | 1 | 1 | 2 | 22.22 | 0 | fixing of cover block was not proper due to which honeycomb occurred in the column during casting. It is suggested to Agency's Engineer InCharge to dismantle the column and cast again. No any information has been given to TPI during and before the casting. | |||
Auraiya
|
GVPR | 43 | 19 | 6 | 68 | 23 | 7 | 1 | 31 | 45.59 | 0 | |||
Indian Hume Pipe | 11 | 9 | 3 | 23 | 10 | 8 | 3 | 21 | 91.30 | 0 | ||||
Kanpur Dehat
|
GVPR | 5 | 6 | 8 | 19 | 2 | 3 | 6 | 11 | 57.89 | 0 | quality of material not good. | ||
Indian Hume Pipe | 9 | 21 | 26 | 56 | 5 | 16 | 22 | 43 | 76.79 | 0 | quality of materials not as per standard. | |||
Vindhya-GAJA (JV) | 4 | 6 | 3 | 13 | 3 | 3 | 3 | 9 | 69.23 | 0 | trench depth not as per specification | |||
VSA | 7 | 6 | 6 | 19 | 2 | 3 | 3 | 8 | 42.11 | 0 | honeycomb found in concrete structure. | |||
Kanpur Nagar
|
Vindhya-GAJA (JV) | 2 | 23 | 30 | 55 | 2 | 20 | 27 | 49 | 89.09 | 0 | |||
VSA | 9 | 23 | 11 | 43 | 8 | 22 | 10 | 40 | 93.02 | 0 | ||||
9 | Gonda |
Bahraich |
GA INFRA-VPL | 9 | 14 | 8 | 31 | 5 | 12 | 8 | 25 | 80.65 | 0 | HDD Method is not implementing in possible site locations 2. Lack of proper road restoration works. 3. Lack of manpower, physical work progress is very slow. 4. As build drawing not submitted to UPJN office and to TPI also. |
PNC-SPML-JV | 44 | 76 | 18 | 138 | 44 | 70 | 16 | 130 | 94.20 | 0 | 1. Piling work is being done without approval of Methodology . 2. As build drawing not submitted to UPJN and TPI also | |||
Shravasti
|
GA INFRA-VPL | 10 | 14 | 8 | 32 | 7 | 11 | 8 | 26 | 81.25 | 0 | 1. Lack of proper road restoration works. 2. Established quality laboratory, but they don't have sufficient equipment's. 3. HDD Method is not implementing in possible site locations 4. As build drawing not submitted to UPJN and TPI. | ||
Larsen & Toubro Ltd | 13 | 18 | 13 | 44 | 11 | 15 | 13 | 39 | 88.64 | 0 | 1) Drinking Water is supplied without performing disinfection of distribution line, hydraulic structure. Many schemes HDPE Pipe distribution line is found open without providing end caps. 2. Site Order Book , Approved drawings are not available at site premise during execution. 3. As build drawing not submitted to UPJN and TPI. | |||
Balrampur
|
Dara- Eco Protection (JV) | 14 | 25 | 22 | 61 | 11 | 22 | 21 | 54 | 88.52 | 0 | Plywood doors have been installed in 17 Gram Panchayats. 2) HDD Method is not implementing in possible site locations. 3. Hydrotesting, disinfection, and flushing of the pipeline not done before water supply. 4. As build drawing not submitted to UPJN and TPI. | ||
Larsen & Toubro Ltd | 13 | 30 | 32 | 75 | 10 | 27 | 30 | 67 | 89.33 | 0 | Drinking Water is supplied without performing disinfection of distribution line, hydraulic structure. 2) Pump house finishing work is not proper. 3) Lot of road restoration work is pending from the agency and quality of road restoration is not as per standard. 4. As build drawing not submitted to UPJN and TPI. | |||
Gonda
|
KLSR - RAYS (JV) | 5 | 12 | 8 | 25 | 2 | 7 | 5 | 14 | 56.00 | 0 | 1. HDD Method is not implementing in possible site locations 2. Lack of proper road restoration works. 3. FHTC connection installing without Hydro testing. 4. As build drawing not submitted by vendor to UPJN and TPI team. | ||
Larsen & Toubro Ltd | 15 | 73 | 30 | 118 | 11 | 55 | 25 | 91 | 77.12 | 0 | 1) Drinking Water is supplied without performing disinfection of distribution line, hydraulic structure . 2) Lot of road restoration work is pending from the agency and quality of road restoration is not as per standard. 3) As build drawing not submitted to UPJN and TPI team. | |||
10 | Gorakhpur |
Maharajganj |
JMC - Lakshmi (JV) | 552 | 6198 | 6 | 6756 | 152 | 3823 | 3 | 3978 | 58.88 | 486 | 1.Steel are visible in Pump house lintel beam.. 2 Finishing work required in pump house chhajja. 3.Junction is not proper above 2nd brace beam. 4. End cap are provided in HDPE pipeline.. 5. Crack has been found in the boundary wall brick work. |
Rithwik-Koya (JV) | 351 | 2981 | 4 | 3336 | 84 | 1529 | 1 | 1614 | 48.38 | 0 | 1 .Crack has been observed in Boundary wall DPC. 2.Honeycombing found above the junction of OHT Column. 3. Reinforcement is exposed in OHT first column and brace junction. 4. Crack observed in Boundary wall. 5. Pump house slab not in alignment. | |||
Gorakhpur
|
NCC Ltd. | 891 | 12995 | 433 | 14319 | 629 | 9302 | 360 | 10291 | 71.87 | 2627 | 1.Cracks was found in Pump House plinth protection. 2. Reinforcement of OHT staircase at many places has been found exposed. 3 Crack observed in boundary wall. 4. Solar panel has been found damaged condition. 5. Honeycomb is observed in column & Tie beam of OHT. | ||
Rithwik-Koya (JV) | 328 | 4366 | 71 | 4765 | 212 | 2991 | 33 | 3236 | 67.91 | 320 | 1. Honeycomb observed in TB2. 2.Honeycomb and undulation Found in Pump house verandah slab. 3. Honeycomb has been found in column of OHT. 4.Water supply going on without chlorination. 5. House' Service Connection (HSC)is Found Damaged condition. | |||
Kushi Nagar
|
NCC Ltd. | 2757 | 15888 | 107 | 18752 | 2481 | 15433 | 99 | 18013 | 96.06 | 621 | 1.Heavy crack has been observed on the boundary wall. 2.During site visit it found That The oht junction is not provided as per drawing. 3.Honeycomb are found at oht Coloum and Bracing. | ||
Deoria
|
Gayatri Projects LTD | 940 | 6199 | 20 | 7159 | 327 | 2279 | 5 | 2611 | 36.47 | 1287 | 1.-Honeycomb observed in OHT column.2.-Honeycomb has been observed in slab beam of pump house.3.-Steel is visible in slab of pump house.4.-Honeycomb observed in OHT walkway slab. | ||
LC INFRA | 929 | 6703 | 48 | 7680 | 479 | 3915 | 30 | 4424 | 57.60 | 1944 | 1.-Leakage has been observed in oht cell wall.2.-Crack has been found on the boundary wall.3.-Honeycomb has been found on Slab of pump house.4.Hand rail and hand post has been found damaged in oht 1st and 2nd flight. | |||
Rithwik-Koya (JV) | 188 | 1748 | 11 | 1947 | 130 | 1208 | 6 | 1344 | 69.03 | 98 | 1.-Honeycomb observed in OHT 2nd column.2.-Honeycomb observed in OHT 1st column.3.-Finishing of OHT column and brace beam proper not found.4.-Honeycomb observed in OHT stair. | |||
UNIVERSAL MEP | 161 | 684 | 4 | 849 | 46 | 278 | 1 | 325 | 38.28 | 25 | 1.-steel is visible in slab of OHT.2.-Honeycomb has been observed in 2nd column of OHT above 1st brace beam.3.-Crack has been observed on the boundary wall.4.-Honeycomb has been observed on 4th column of OHT above 3rd brace beam. | |||
11 | Jhansi |
Jalaun |
BGCCPL-Ramky (JV) | 118 | 80 | 32 | 230 | 47 | 27 | 12 | 86 | 37.39 | 17 | Revised drawings are still awaited for approval. Approved drawings are often not available at site of work. |
GVPR | 40 | 40 | 16 | 96 | 29 | 26 | 12 | 67 | 69.79 | 18 | Revised drawings are still awaited for approval. Approved drawings are often not available at site of work. | |||
Jhansi
|
BGCCPL-Ramky (JV) | 51 | 27 | 37 | 115 | 20 | 14 | 16 | 50 | 43.48 | 14 | Revised drawings are still awaited for approval. Approved drawings are often not available at site of work. | ||
Indian Hume Pipe | 16 | 7 | 15 | 38 | 10 | 3 | 10 | 23 | 60.53 | 10 | Revised drawings are still awaited for approval. | |||
NCC Ltd. | 103 | 69 | 86 | 258 | 65 | 26 | 41 | 132 | 51.16 | 33 | Revised drawings are still awaited for approval. Approved drawings are often not available at site of work. | |||
DARA ENGINEERING | 19 | 8 | 18 | 45 | 11 | 4 | 11 | 26 | 57.78 | 8 | Revised drawings are still awaited for approval. | |||
Unipro | 20 | 17 | 16 | 53 | 12 | 10 | 11 | 33 | 62.26 | 10 | Revised drawings are still awaited for approval. Approved drawings are often not available at site of work. | |||
Lalitpur
|
M/s Sudhakara Infratech Pvt. Ltd | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0.00 | 0 | GPL (Terminated): Critical: 67/24, Major: 55/28, Minor: 13/7, Bill Processed w/o compliances : 9 Approved drawings not available at site. Stagging done without staircase. Work done without RFI. | ||
Brija Banco Pvt. Ltd | 10 | 18 | 12 | 40 | 5 | 8 | 4 | 17 | 42.50 | 1 | Approved drawings not available at site. Stagging done without staircase. | |||
DARA ENGINEERING | 45 | 79 | 23 | 147 | 20 | 44 | 5 | 69 | 46.94 | 7 | Approved drawings not available at site. Stagging done without staircase. | |||
JMC-JWIL (JV) | 48 | 66 | 25 | 139 | 23 | 34 | 14 | 71 | 51.08 | 5 | Approved drawings not available at site. Stagging done without staircase. | |||
Banko Ganga | 5 | 10 | 15 | 30 | 3 | 4 | 8 | 15 | 50.00 | 1 | Approved drawings not available at site. Stagging done without staircase. | |||
12 | Lucknow |
Lakhimpur Kheri |
NCC Ltd. | 161 | 1020 | 786 | 1967 | 101 | 427 | 640 | 1168 | 59.38 | 0 | 1- Hydrotest disinfection and flushing of pipe line not done before Supply of water. 2- Road restoration work not done as per original specification. 3- Water tightness test of OHT is not done as per IS specification 10500. |
Vindhya-GAJA (JV) | 112 | 657 | 576 | 1345 | 75 | 422 | 501 | 998 | 74.20 | 0 | 1-Weigh Batcher not used for Design Mix Concreting of OHT. 2- End Cap of the HDPE pipeline not installed after completion of day work. 3- Electrical hazard safety sign board to be display at site. | |||
Sitapur
|
Larsen & Toubro Ltd | 19 | 134 | 72 | 225 | 16 | 76 | 18 | 110 | 48.89 | 0 | 1. Road Restoration pending of BOE Surface 2.Road Restoration pending of BT Surface 3.Poor quality of workmanship in Masonry work 4.Major vegetation has been grown in OHT campus due to negligence of House keeping | ||
NCC Ltd. | 19 | 176 | 77 | 272 | 19 | 109 | 71 | 199 | 73.16 | 0 | 1. Road Restoration pending of BOE Surface 2.Road Restoration pending of BT Surface 3.Poor quality of workmanship in Masonry work 4.Major vegetation has been grown in OHT campus due to negligence of House keeping | |||
Hardoi
|
NCC Ltd. | 1329 | 1616 | 1313 | 4258 | 996 | 1279 | 1165 | 3440 | 80.79 | 0 | 1)Major cracks seen on boundary wall. 2)Pea gravel not stacked properly at site. 3)FHTC installed outside the house. 3) Disinfection of pipe not done 4) Lifting appliances, lifting gears and Compressor was not inspected by competent agency 5) Test certificate scaffolding material not submitted.6) Nonstandard scaffolding used at site.7) Non-standard DG used at site.7) Quality issues during OHT work | ||
Lucknow
|
NCC Ltd. | 202 | 1679 | 553 | 2434 | 88 | 820 | 553 | 1461 | 60.02 | 0 | |||
Rae Bareli
|
NCC Ltd. | 47 | 428 | 78 | 553 | 40 | 408 | 78 | 526 | 95.12 | 0 | Very poor quality of OHT work at GP Dhootamau, Jagatpur. We have many istructions given to cluster incharge of (Jagatpur,Unchahar & Salon) to improve the quality of work , workmanship & implement the safety measures but still there are no improvement. | ||
Vindhya-GAJA (JV) | 26 | 114 | 20 | 160 | 19 | 47 | 20 | 86 | 53.75 | 0 | 1. Poor quality of workmanship and materials used on various GP in Project. 2. We observed the erection of scaffolding is very unsafe & improper mannered and using very poor and damage quality of wooden materials such as bamboo, balli, wood Ply and batten in scaffolding which is very risky and high probability for workers fall from height. | |||
13 | Meerut |
Meerut |
Power Mech Projects Ltd | 3 | 33 | 1 | 37 | 3 | 32 | 1 | 36 | 97.30 | 0 | Uneven road restoration, Improper FHTC with MDPE pipe connections and Clamping. |
Baghpat
|
LC INFRA | 6 | 11 | 4 | 21 | 6 | 5 | 2 | 13 | 61.90 | 0 | |||
Ghaziabad
|
LC INFRA | 3 | 3 | 2 | 8 | 2 | 2 | 2 | 6 | 75.00 | 0 | |||
Gautam Buddha Nagar
|
LC INFRA | 1 | 8 | 3 | 12 | 0 | 5 | 2 | 7 | 58.33 | 0 | |||
Bulandshahr
|
JMC - Lakshmi (JV) | 1 | 43 | 1 | 45 | 1 | 21 | 1 | 23 | 51.11 | 0 | The Cement Concrete Road restoration work was carried out by executing agency without laying required thickness CC & GSB, WBMGrIII/WMM layer for sub base and without adequate compaction layer wise of filled up excavated earth in pipeline trench. Further it was noticed that cement concrete was being laid by the agency directly on loose GSB layer. Also vibrator was not also applied to the concern. | ||
Power Mech Projects Ltd | 2 | 10 | 1 | 13 | 2 | 8 | 1 | 11 | 84.62 | 0 | It was noted that the CC floor of the pump house has badly settled indicating substandard quality of construction. | |||
WELSPUN | 1 | 17 | 0 | 18 | 0 | 14 | 0 | 14 | 77.78 | 0 | The specified thickness of compacted sand for sand bedding and compacted WBM/WMM/crushed stone layer in base course have not been laid below interlocking concrete paver block roads as per IRC:SP:63- 2018 as evinced in the photographs for light traffic rural roads of above WSS. Also the concrete paver blocks are being laid without adequately compacting filled up earth layer wise in pipeline trench. | |||
Hapur
|
LC INFRA | 1 | 8 | 10 | 19 | 1 | 1 | 2 | 4 | 21.05 | 0 | |||
14 | Mirzapur |
Sant Ravidas Nagar |
GA INFRA - BABA (JV) | 802 | 1591 | 150 | 2543 | 173 | 584 | 28 | 785 | 30.87 | 186 | 1. The cement placed in rampur ESR location has completely set. 2. The soil of the foundation of the boundary wall of Rampur ESR has been washed away by rain, due to which the boundary wall can collapse any time. 3. Crack has been found in boundary wall at many places. 4. Boundary wall plumb & alignment is not found properly. 5. Honeycombing has been found in ESR column and beam at many places. 6 |
WELSPUN | 953 | 2008 | 144 | 3105 | 545 | 1580 | 117 | 2242 | 72.21 | 567 | 1. Washer and lock nut not provided in solar foundation. 2. Crack has been found in pump house wall. 3. The 5th column of ESR has shifted out of alignment by about 25 to 35 mm. 4. Staircase thread & riser size is not found ok. 5. Staircase 1st landing slab size & level not found properly. 6. ESR column & beam plumb and alignment not found ok. 7. ESR work has been stopped for almost 5 months. 8 | |||
Mirzapur
|
GVPR | 180 | 1085 | 39 | 1304 | 48 | 397 | 11 | 456 | 34.97 | 20 | 1 - Leakage/seepage found in ESR bottom dome. 2 -The level of the stairs does not seem to be correct, the stairs appear to be tilted to one side. | ||
Megha | 700 | 2538 | 81 | 3319 | 51 | 489 | 16 | 556 | 16.75 | 49 | Many Leakage/seepage points have been observed in the CWR tank. | |||
NCC Ltd. | 385 | 3184 | 280 | 3849 | 80 | 1175 | 126 | 1381 | 35.88 | 62 | Depth of HDPE Pipe is 750 MM. | |||
GA INFRA | 952 | 3136 | 125 | 4213 | 68 | 531 | 49 | 648 | 15.38 | 25 | Use appropriate sealing compounds or repair methods to eliminate leaks. | |||
Multiurban | 50 | 263 | 10 | 323 | 0 | 11 | 0 | 11 | 3.41 | 19 | The Overhead Tank (OHT) campus has not been properly developed, with visible neglect in landscaping and basic infrastructure. | |||
Ramky baba | 378 | 2030 | 153 | 2561 | 37 | 181 | 8 | 226 | 8.82 | 32 | 1.Electromegnetic flow meter has been installed but not working at common discharge line. 2.Ultrasonic level transmitter has not been installed at intake water sump. 3. PLC panel has been installed but SCADA | |||
Sonbhadra
|
GVPR | 116 | 1223 | 34 | 1373 | 63 | 478 | 6 | 547 | 39.84 | 26 | 1. Pipe were not laid as per required Depth and left open. 2. Pipe laid directly on the surface. | ||
Larsen & Toubro Ltd | 47 | 1768 | 60 | 1875 | 6 | 547 | 18 | 571 | 30.45 | 76 | 1. Pipe joint is leakage from more than 4 months. 2. Flange is welded with pipe which is not acceptable at any cost. | |||
NCC Ltd. | 96 | 1647 | 20 | 1763 | 19 | 1080 | 12 | 1111 | 63.02 | 20 | 1.Waste slab thickness not found as per drawing specifications. 2. Rise and trade not found as per drawing specifications. | |||
Jain Const. | 9 | 176 | 14 | 199 | 8 | 170 | 15 | 193 | 96.98 | 18 | - | |||
VPRPL | 157 | 2893 | 76 | 3126 | 20 | 1530 | 27 | 1577 | 50.45 | 81 | After completion of pipe laying work BT road dismantled but it has not been restored. | |||
15 | Moradabad |
Bijnor |
LC INFRA | 4 | 3 | 4 | 11 | 3 | 2 | 4 | 9 | 81.82 | 0 | all issues rectified |
Vindhya-GAJA (JV) | 234 | 6 | 19 | 259 | 104 | 4 | 7 | 115 | 44.40 | 0 | 1.Steel spacing, Cover not provided 2.Concrete mix not as per approved design 3.No Proper Road Restoration 4.Stirrups not found as per approved drawing 5.Materials Quality not found as per standard specifications 6.Honeycomb was found in concrete 7.Major cracks developed in structure 8.3rd class type bricks used in construction 9.Unapproved Materials used 10. Trench depth not found as per approve | |||
Moradabad
|
LC INFRA | 40 | 20 | 120 | 180 | 32 | 17 | 108 | 157 | 87.22 | 0 | Cube Test Not Conduct Properly 07 days & 28 days , Approved Drawing Not Avaliable at site , Majorcracks seen on Boundary wall , PPE Kit Not avaliable at site & Saftey Negligence during dome casting. | ||
NKG-PRIMUS (JV) | 33 | 27 | 92 | 152 | 26 | 22 | 76 | 124 | 81.58 | 0 | Staging Done Without Staircase , Brick Quality is not good & Saftey negligence during dome casting. | |||
Rampur
|
LC INFRA | 1 | 1 | 0 | 2 | 0 | 0 | 0 | 0 | 0.00 | 0 | Brick Quality is not good 2.Poor workmanship3.Caution Tape not used 4.Safety belt not used 5.PPE kit not used. | ||
NKG-PRIMUS (JV) | 3 | 13 | 10 | 26 | 0 | 5 | 2 | 7 | 26.92 | 0 | Quality of material not as per specification2-.Staging done without stair case construction. Safety norms not followed. | |||
OMIL-JWIL (JV) | 5 | 15 | 7 | 27 | 2 | 10 | 6 | 18 | 66.67 | 0 | RFI was not raised. 2.Quality of material not as per specification.3.Safety norms not followed, approved drawing not at site. | |||
SPML Infra | 6 | 22 | 19 | 47 | 1 | 6 | 10 | 17 | 36.17 | 0 | RFI was Not raised.2.Staging done without stair case 3Road restoration not done properly 4.Safety belt not used 5.PPE kit not used.6.Safety net not used. | |||
Amroha
|
LC INFRA | 2 | 1 | 2 | 5 | 2 | 1 | 2 | 5 | 100.00 | 0 | 1) Poor Quality of Road Restoration 2) Poor Quality of Materials used for Pump House Construction 4) Poor Quality of FHTC work | ||
OMIL-JWIL (JV) | 45 | 74 | 21 | 140 | 40 | 61 | 18 | 119 | 85.00 | 0 | 1) Poor Quality of Road Restoration 2) Corrosive steel is being used for OHT Construction 3) Poor Quality of Materials used for OHT Construction 4) PPE kit not available at site. 5) RFI was Not raised and Technical staff not present at site 6) Poor Quality of Materials like sand and aggregate are being used for Construction of OHT | |||
SPML Infra | 50 | 75 | 27 | 152 | 43 | 68 | 25 | 136 | 89.47 | 0 | 1) Poor Quality of Road Restoration 2) Corrosive steel is being used for OHT Construction 3) Poor Quality of Materials used for OHT Construction 4) PPE kit not available at site. 5) RFI was Not raised and Technical staff not present at site 6) Poor Quality of Materials like sand and aggregate are being used for Construction of OHT | |||
Sambhal
|
LC INFRA | 1 | 9 | 0 | 10 | 1 | 3 | 0 | 4 | 40.00 | 0 | 20mm MDPE pipe find in exposed condition 2. Honeycomb found in structure It is suggested for NDT test or any other appropriate method. 3.The depth of the trench was found 600 mm at many locations whereas as per IS standard it should be 1 meter+dia of pipe. | ||
NKG-PRIMUS (JV) | 8 | 26 | 38 | 72 | 2 | 12 | 38 | 52 | 72.22 | 0 | 1. The depth of the trench was found 700 mm at many locations 2.Quality of Bricks is very poor for Boundary Wall works 3. Road restoration not done as per specification. | |||
SPML Infra | 6 | 44 | 34 | 84 | 4 | 39 | 30 | 73 | 86.90 | 0 | ||||
16 | Prayagraj |
Fatehpur |
GA INFRA - BABA (JV) | 129 | 876 | 16 | 1021 | 35 | 223 | 2 | 260 | 25.47 | 0 | DI pipe has been crossed the Culvert without encasing pipe. |
Gayatri Projects LTD | 299 | 6485 | 272 | 7056 | 53 | 1706 | 60 | 1819 | 25.78 | 0 | Fine sand has been found at site. | |||
Power Mech Projects Ltd | 696 | 4659 | 147 | 5502 | 163 | 1205 | 23 | 1391 | 25.28 | 0 | 1. Lapping of steel bars has not been found as per required development length. 2. Reinforcement has not been provided at the cut out/opening of top dome. | |||
Pratapgarh
|
JMC - Lakshmi (JV) | 697 | 3506 | 165 | 4368 | 398 | 3125 | 155 | 3678 | 84.20 | 0 | Coping work has not been done in all the panels of boundary wall. Pea gravel packaging has not been done in bore chamber due to which bore collapse may occur | ||
Power Mech Projects Ltd | 1226 | 2954 | 32 | 4212 | 482 | 1275 | 16 | 1773 | 42.09 | 0 | Poor shuttering work has been done for the casting of ground beam, Rust has been found in the bore well MS pipe. And also cap has been provided properly. | |||
Kaushambi
|
GA INFRA - BABA (JV) | 626 | 3839 | 267 | 4732 | 176 | 1938 | 178 | 2292 | 48.44 | 0 | Soil Compaction after back filling has not been done Properly at site. | ||
JMC - Lakshmi (JV) | 477 | 2749 | 170 | 3396 | 204 | 1677 | 120 | 2001 | 58.92 | 0 | Crack has been observed on the boundary wall. | |||
Prayagraj
|
Larsen & Toubro Ltd | 2053 | 12646 | 387 | 15086 | 1128 | 10873 | 347 | 12348 | 81.85 | 0 | Leakage has been found at many places in the village. | ||
VPRPL | 236 | 416 | 3 | 655 | 174 | 335 | 3 | 512 | 78.17 | 0 | Fine sand has been found at site. | |||
GAJA - GAIPL JV | 423 | 451 | 3 | 877 | 257 | 263 | 1 | 521 | 59.41 | 0 | DI pipe has been crossed the Culvert without encasing pipe. | |||
17 | Saharanpur |
Saharanpur |
GA INFRA - BABA (JV) | 57 | 191 | 4 | 252 | 23 | 88 | 3 | 114 | 45.24 | 0 | Poor Quality work OHT 3rd brace beam & column not plumb. Without complete staircase work & plumb of brace beam Inappropriate size of staircase Poor Quality work OHT column found honeycomb |
Gayatri Projects LTD | 6 | 61 | 10 | 77 | 0 | 9 | 7 | 16 | 20.78 | 0 | Poor quality construction work pump house. CC road reinstatement poor workmanship. | |||
NKG-PRIMUS (JV) | 9 | 103 | 6 | 118 | 5 | 69 | 4 | 78 | 66.10 | 0 | OHT column to 3rd brace not plumb Honeycombing & cracks develop in staircase Poor functional house hold tap connection Cracks developed in boundary wall | |||
Muzaffarnagar
|
Gayatri Projects LTD | 2 | 4 | 0 | 6 | 2 | 0 | 0 | 2 | 33.33 | 0 | Poor construction of Boundary Wall | ||
JMC - Lakshmi (JV) | 144 | 104 | 15 | 263 | 77 | 19 | 0 | 96 | 36.50 | 0 | Road Restoration not proper, Work done without RFI, Quality not as per standards. | |||
NKG-PRIMUS (JV) | 58 | 22 | 4 | 84 | 14 | 1 | 0 | 15 | 17.86 | 0 | Work done without RFI. Quality of material not as per standard specification | |||
Shamli
|
Gayatri Projects LTD | 2 | 3 | 2 | 7 | 0 | 0 | 0 | 0 | 0.00 | 0 | 1.staircase is not being casted simultaneously along with staging. 2. water supply has been functional without chlorination | ||
JMC - Lakshmi (JV) | 49 | 60 | 9 | 118 | 17 | 12 | 6 | 35 | 29.66 | 0 | 1. Reinforcement not found as per drawing in OHT column Construction work 2. Staging done without stair case 3.chlorination systems have not been installed and Non-Chlorinating water is being supplied directly to the households which may cause health disease. 4.sounding of bore found 150m only and also the lowering was required 159m as per logging chart | |||
18 | Varanasi |
Jaunpur |
AFCONS | 2376 | 4623 | 130 | 7129 | 2154 | 4266 | 115 | 6535 | 91.67 | 192 | Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow |
WELSPUN | 1742 | 5144 | 160 | 7046 | 1608 | 4468 | 144 | 6220 | 88.28 | 146 | Honeycomb found in columns of OHT and Crack observed in Boundary wall, Har ghar Jal certification slow and Road restoration work slow | |||
Ghazipur
|
HFCL- JWIL (JV) | 1524 | 3176 | 96 | 4796 | 1188 | 2310 | 81 | 3579 | 74.62 | 0 | "1-Width of the trench observed is 200mm at the top of the trench whereas as per DPR the width should be at least 600mm+ of pipe. 2-Quality of sand, 10mm, 20mm Aggregate not satisfactory 3- 75mm HDPE Pipe found laid in damage condition. 4-Depth of the trench is found 600mm at the top of the 63mm HDPE Pipe , whereas as per DPR the Depth should be at least 1000mm+ Dia of pipe. 5-MDPE pipe (20mm) f | ||
Larsen & Toubro Ltd | 2805 | 5124 | 242 | 8171 | 1264 | 1757 | 58 | 3079 | 37.68 | 169 | "1-The DPC layer of boundary wall is damaged 2- Honeycombing is found on the coping of the boundary wall 3- Honeycombing is found on the roof of the pump house." | |||
VSA | 3070 | 5004 | 64 | 8138 | 1392 | 1242 | 13 | 2647 | 32.53 | 140 | "1-Rusted steel used in ground beam work 2-Honeycombing is found in the Ring/Tie beam , Columns of the OHT. 3-Rusted bars are using in the construction of OHT foundation. 4-Cracks are found in the slab of the pump house. 5-Cracks are found in the boundary wall." | |||
Chandauli
|
GA INFRA - BABA (JV) | 239 | 3263 | 77 | 3579 | 148 | 2115 | 12 | 2275 | 63.57 | 184 | "1-Hand concrete mixer is being used for concrete mixing instead of weightbatch concrete mixer. 2-Dirty water used for mixing of concreting, which is against clause 4.6 of IS;2250 3-Honeycomb observed in Pump house ( Chajja) 4-Rusted reinforcement use in pump house slab 5-100 percent old brick used for BOE road restoration work as per DPR it should be 50 percent old and 50 percent new brick for re | ||
HFCL- JWIL (JV) | 130 | 1211 | 22 | 1363 | 56 | 904 | 13 | 973 | 71.39 | 0 | "1-Hand concrete mixer used for concrete mixing Instead of PLC based weighbatch concrete mixer. 2-Depth found 800mm found for 63mm dia HDPE Pipe laying as per DPR it should be 1000mm+Dia 3-Second class bricks are available at site , whereas per the DPR 1st class bricks should be used. 4-Curing of concrete of boundary wall coping casting work not done after de-shuttering . 5-MDPE pipe found above | |||
ION EXCHANGE | 609 | 5214 | 76 | 5899 | 403 | 3231 | 42 | 3676 | 62.32 | 211 | "1-10mm,20mm aggregate found failed during sieve analasys test 2-Depth of 140mm dia HDPE Pipe found 570mm whereas as per the DPR ,pipe should be laid at least 1.0m+Dia 3-100 percent old brick used for BOE road restoration work as per DPR it should be 50 percent old and 50 percent new Brick should be used for restoration work 4-Hand concrete mixer used for concrete mixing Instead of PLC based weig | |||
VSA | 10104 | 6053 | 255 | 16412 | 779 | 4136 | 204 | 5119 | 31.19 | 307 | "1-Grouting of GI pipe not done 2-MDPE pipe found above GL level ( open condition) 3-100 percent old brick use for BOE road restoration work, As per DPR it should be 50 percent old and 50 percent new brick for BOE road restoration work 4-Depth of 63mm dia HDPE Pipe found 700mm, whereas as per the DPR depth should be 1m+dia 5-Reinstatement not done from last one month. Restoration work is being pe | |||
East India Udhyog- Kaveri JV | 8 | 294 | 1 | 303 | 3 | 97 | 2 | 102 | 33.66 | 0 | LAYING OF HDPE PIPE IS NOT DONE PROPERLY AT SOME PLACES DEPTH IS FOUND 600 -700MM | |||
Varanasi
|
Larsen & Toubro Ltd | 3196 | 22493 | 1015 | 26704 | 2815 | 19650 | 920 | 23385 | 87.57 | 650 | """1-Cracks observed in Boundary wall. 2-Ganga sand used at site. 3-Joints of brickwork are not filled properly 4-Width of trench found 230mm which is not as per IS code 4984:2016.It should be 600+ dia of pipe as per DPR. 5-Mortar used for the Brick work was not as per DPR and specifications. 6-Curing of the brick work was not properly done.It may result in low hydration of cement and reduce the b |