Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.3 CrAdmitted-Finance 147 SECON PRIVATE LIMITED 7 B ROAD EPIP ZONE WHITEFIELD BANGALORE KARNATAKA 560066 | BENGALURU URBAN | KARNATAKA | 560066 | L1 | Admitted-Finance | |
| 2 | Rejected-Technical 27 B 34 VUDA ROW VILLA REVENUE WARD 6 SAGAR NAGAR RUSHIKONDA APIIC VISAKHAPATNAM VISAKHAPATNAM ANDHRA PRADESH 530045 UDYAM AP 10 0000633 37AAFCG8137J1Z9 R M MSME STATUS AS NOT VERIFIED | VISAKHAPATANAM | ANDHRA PRADESH | 530045 | - | Rejected-Technical Bid of M/s Geo Climate Risk Solutions Pvt. Ltd. is rejected as the bidder is not meeting the technical criteria of the BEC, both in terms of executed value of the contract and work experience as per the submitted documents. |
| Sl No | Description | Qty | Unit | SECON Private Limited L1 |
|---|---|---|---|---|
| 1.00GENERAL CIVIL | ||||
| 2.00SURVEY WORKS | ||||
| 3.00 | Constructing BOUNDARY PILLARS
Constructing 300mm x 300mm x 1000mm size BOUNDARY PILLARS in plain cement concrete of M20 grade with 20mm and down size graded stone aggregate with 500mm below ground level and 500mm above ground, including earthwork in excavation, backfilling and spreading surplus earth, shuttering, tamping, ramming, vibrating, curing and finishing the top and sides rough or smooth as directed or specified with all labour and materials etc. complete as per specifications and directions of Engineer-in-Charge. | 1,280 | EACH | 4,000 ₹51,20,000 Lowest |
| 4.00 | Constructing PERMANENT PILLARS
Constructing l500mm x l500mm x 2000mm size PERMANENT PILLARS plain cement concrete of M-20 grade with 20mm and down size graded stone aggregate with l000mm below ground level and l000mm above ground including embedding steel plate 150 mm x 150 mm x 10 mm thick with two nos. anchor bars of 12mm dia. 150 mm long for marking permanent references points including earthwork in excavation, backfilling and spreading surplus earth, shuttering, tamping, ramming, vibrating, curing, and finishing the top and sides rough or smooth as directed or specified with all labour and materials etc. complete as per specifications and directions of Engineering-Charge | 160 | EACH | 52,500 ₹84,00,000 Lowest |
| 5.00 | Conducting TOPOGRAPHICAL GROUND/ LAND SURVEY
Conducting topographical ground/land survey in the specified area by Total Station method, covering details of physical features like Rivers, Nallahs, Lakes, Ponds, wells, pits, Forest, Trees, Roads, culverts, transmission lines, telegraph/ telephone and electric poles, underground or any other services, cross drainage works including cross sectional details of nallah etc. including establishing high flood level with source of information, identification of any monument, historical structure, wild life sanctuary in the vicinity, storm water disposal point with levels, cross-section details of nallah, recording spot levels, including providing in tabulation girth wise no. of trees etc as specified, plotting and developing topographical contour maps, showing true north including establishing survey reference stations, key plan etc. including all equipment' s, instruments, personnel' s, clearing of bushes as per requirement for intervisibility to carry out survey work etc. , complete work in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of drawings/map and supply of electronic files. | 64 | Hectare | 30,000 ₹19,20,000 Lowest |
| 6.00 | Conducting GROUND PENETRATION RADAR (GPR) SURVEY
Carrying out under-ground survey for locating underground services up to 5m depth (the area for Under-ground survey will be based on field survey input) including surveying and scanning all underground services (both metallic and non-metallic) using advanced technologies like Ground Penetration radar(GPR) equipment, total station, DGPS, etc. as required for completing the survey including all tools and tackles, skilled manpower etc. including providing AutoCAD drawings in the existing coordinate system with all the marked up utilities etc. as per scope of work, standard specifications and directions of Engineer-in-charge. | 1,50,000 | SQM | 30 ₹45,00,000 Lowest |
| 7.00GEOTECHNICAL | ||||
| 8.00Boring in Soil | ||||
| 9.00Boring of min.150mm nominal dia. boreholes in soil | ||||
| 10.00 | Boring of min.150mm nominal dia. boreholes in soil as per specification from GL upto & inclusive upto 10.0M (On Land) | 8,000 | M | 1,800 ₹1,44,00,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹20 L
Closing Date
4 Dec 2025, 1:00 pmClosed
Nitin Kumar Gupta Ch Manager (CnP Projects)
GAIL (India) Limited, 17th Floor, Jubilee Tower, Plot no. B 35/36, Sector-1, Noida- 201301, Dist. Gautam Budh Nagar, Uttar Pradesh (India)
Hiring of Services for Topographical Geotechnical and Hydrological Survey for Pipeline Projects on PAN India Basis on ARC basis for a period of 2 years
2025_GAIL_255125_1
GAIL/NOIDA/CnP/PROJ/ARC/25-57
Open Tender
Miscellaneous Services
Item Rate
730 days
Noida
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹20 L
Yes
Online Through MS Teams
29 Dec 2025
13 Nov 2025
5 Dec 2025
14 Nov 2025
4 Dec 2025
21 Nov 2025
20 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | GENERAL CIVIL | - | - | - | - |
| 2 | SURVEY WORKS | - | - | - | - |
| 3 | Constructing BOUNDARY PILLARS
Constructing 300mm x 300mm x 1000mm size BOUNDARY PILLARS in plain cement concrete of M20 grade with 20mm and down size graded stone aggregate with 500mm below ground level and 500mm above ground, including earthwork in excavation, backfilling and spreading surplus earth, shuttering, tamping, ramming, vibrating, curing and finishing the top and sides rough or smooth as directed or specified with all labour and materials etc. complete as per specifications and directions of Engineer-in-Charge. | 1,280 | EACH | - | - |
| 4 | Constructing PERMANENT PILLARS
Constructing l500mm x l500mm x 2000mm size PERMANENT PILLARS plain cement concrete of M-20 grade with 20mm and down size graded stone aggregate with l000mm below ground level and l000mm above ground including embedding steel plate 150 mm x 150 mm x 10 mm thick with two nos. anchor bars of 12mm dia. 150 mm long for marking permanent references points including earthwork in excavation, backfilling and spreading surplus earth, shuttering, tamping, ramming, vibrating, curing, and finishing the top and sides rough or smooth as directed or specified with all labour and materials etc. complete as per specifications and directions of Engineering-Charge | 160 | EACH | - | - |
| 5 | Conducting TOPOGRAPHICAL GROUND/ LAND SURVEY
Conducting topographical ground/land survey in the specified area by Total Station method, covering details of physical features like Rivers, Nallahs, Lakes, Ponds, wells, pits, Forest, Trees, Roads, culverts, transmission lines, telegraph/ telephone and electric poles, underground or any other services, cross drainage works including cross sectional details of nallah etc. including establishing high flood level with source of information, identification of any monument, historical structure, wild life sanctuary in the vicinity, storm water disposal point with levels, cross-section details of nallah, recording spot levels, including providing in tabulation girth wise no. of trees etc as specified, plotting and developing topographical contour maps, showing true north including establishing survey reference stations, key plan etc. including all equipment' s, instruments, personnel' s, clearing of bushes as per requirement for intervisibility to carry out survey work etc. , complete work in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of drawings/map and supply of electronic files. | 64 | Hectare | - | - |
| 6 | Conducting GROUND PENETRATION RADAR (GPR) SURVEY
Carrying out under-ground survey for locating underground services up to 5m depth (the area for Under-ground survey will be based on field survey input) including surveying and scanning all underground services (both metallic and non-metallic) using advanced technologies like Ground Penetration radar(GPR) equipment, total station, DGPS, etc. as required for completing the survey including all tools and tackles, skilled manpower etc. including providing AutoCAD drawings in the existing coordinate system with all the marked up utilities etc. as per scope of work, standard specifications and directions of Engineer-in-charge. | 1,50,000 | SQM | - | - |
| 7 | GEOTECHNICAL | - | - | - | - |
| 8 | Boring in Soil | - | - | - | - |
| 9 | Boring of min.150mm nominal dia. boreholes in soil | - | - | - | - |
| 10 | Boring of min.150mm nominal dia. boreholes in soil as per specification from GL upto & inclusive upto 10.0M (On Land) | 8,000 | M | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.06 MB
FINALTENDERDOCUMENT.pdf
Tender Documents • 7.66 MB
BOQ_294206.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .