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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.3 CrAdmitted-Finance | ₹25.3 Cr | 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 ₹51.2 L |
| 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 L |
| 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 ₹19.2 L |
| 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 L |
| 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 ₹1.4 Cr |
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
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
Amount
GENERAL CIVIL
SURVEY WORKS
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.
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
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.
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.
GEOTECHNICAL
Boring in Soil
Boring of min.150mm nominal dia. boreholes in soil
Boring of min.150mm nominal dia. boreholes in soil as per specification from GL upto & inclusive upto 10.0M (On Land)
Boring of min. 150 mm dia boreholes as per specification beyond 10.0M and upto & inclusive of 20.0M (On Land)
Boring of min. 150 mm dia boreholes as per specification from GL and upto & inclusive of 10.0M (In Water)
Boring of min. 150 mm dia boreholes as per specification beyond 10.0M and upto & inclusive of 20.0M (In Water)
Boring of min. 150 mm dia boreholes as per specification beyond 20.0M and upto & inclusive of 30.0M (In Water)
Boring of min. 150 mm dia boreholes as per specification beyond 30.0M and upto & inclusive of 40.0M (In Water)
Coring in Rocks
Coring in Rock (With double tube core barrel as specified)
Coring in rock of Nx size with double tube core barrel as specified diamond bits conducting the following field tests as per standard procedures and relevant IS codes (On land)
Coring in Rock of Nx size with double tube core barrel as specified with diamond bit (In Water)
Conducting FIELD TESTS as per Standards & IS Codes
Conducting Standard Penetration Tests in boreholes
Collecting disturbed samples from boreholes as specified
Collecting undisturbed samples from boreholes as specified
Excavation of Trial Pits
Conducting dynamic soil tests
Conducting Cross Hole Test as specified
Conducting Electrical Resistivity tests
Conducting field CBR Test as specified
Conducting field CBR Test as specified
Laboratory Tests on soil & rock samples
Conducting Organic matter tests on soil samples as specified
Conducting Atterberg's limit (Liquid limit & Plastic Limit) as specified
Conducting Natural water content on soil samples
Conducting Bulk and dry density on soil samples
Conducting Specific gravity and void ratio on soil samples
Grain size analysis
Conducting Sieve analysis for grain size distribution on soil samples
Conducting Hydrometer analysis for grain size distribution on soil samples
Triaxial Shear Tests on soil samples
Conducting triaxial Unconsolidated Undrained test on soil samples
Consolidated Undrained with pore pressure measurements
Unconfined Compression Tests on soil samples
Direct Shear Test on soil samples
Consolidation tests on soil samples
Proctor Density Test
Standard Proctor Density test
Modified Proctor Density test
Conducting free swell index tests on soil samples as specified
Swelling Potential and Swelling Pressure tests on soil sample
Conducting Shrinkage limit tests on soil samples
Laboratory CBR Tests
Conducting Laboratory Unsoaked CBR Tests
Laboratory Soaked CBR tests
Laboratory tests on Rock samples
Carry out tests to determine basic properties of rock samples (Unit wt. natural moisture content ) as specified
Conducting Unconfined Compression Tests on rock samples
Carry out tests to determine basic properties of rock samples (water absorption & porosity ) as specified
Point Load test on rock samples
Carry out tests to determine basic properties of rock samples (SPECIFIC GRAVITY ) as specified
Chemical tests on soil & water samples
Conducting Chemical tests on Soil samples
Conducting Chemical test on ground water samples
Hydrological Data Collection , Water Body bed profile and Scour Depth Profile Preparation
Hydrological Data Collection / survey, Preparation of Water Body bed profile and Scour Depth Profile including submission of report per specifications and directions of EIC.
Carrying out Bathymetry survey for water bodies along pipeline route
upto 100 meters
101-200 meters
201-300 meters
301-600 meters
601 meters and above
Note: Item descriptions provided in this Excel Sheet are in brief. While quoting and filling the rate in this Schedule of Rates, Bidder shall take into consideration complete scope of work for the relevant item, provided in the Bidding Document. The rate quoted in Schedule of Rates shall be deemed to include all activities of work mentioned in scope of work provided in the Bidding Document
Total amount excluding GST
GST (CGST&SGST/UTGST or IGST) in percentage (%) on Net Total Amount
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