Government Tender Published for To carryout the test to ascertain in soil profiles,150mm dia bore holes as per latest IS specificat in LUCKNOW, UTTAR PRADESH
Bid Publish Date
06-Mar-2026, 12:33 pm
Bid End Date
16-Mar-2026, 1:00 pm
Location
Progress
RAQuantity
36
Category
To carryout the test to ascertain in soil profiles
Bid Type
Two Packet Bid
Categories
57
Indian Army announces a tender for To carryout the test to ascertain in soil profiles, 150mm dia bore holes as per latest IS specification, No of bore hole 02 Nos, Depth of each bore holes 15 Mtr, Collection of disturbed and undisturbed soil sample, Conducting lab test on disturbed soil samples, Sieve analysis, Atterbergs limit, Natural moisture content, Particle size analysis test, Bulk density, Conducting lab test on undisturbed soil samples, Specific gravity, Free swell index and swelling properties of soil, Organic mater in soil if any, Consolidation test compressed index value, Triaxial compression test and determination of shear parameters, Harmful salt complete investigation as already ref, Note a Submission of Four copies of test reports with detailed description, Design comma preparation and submission of architectural drawings comma structural drawings comma detailed estimates for a RCC overhead tank, RCC overhead tank of 10000 gallon capacity, RCC framed construction on permanent specifications should be considered for the subject bldg, Staging height of the 15m from GL, RCC dome should be designed, Note a Analysis and designing shall be done at STAAD PRO structural software, Note b Preparation of Structural Drawings comma Plan Section and other details all as per latest IS 456 and IS 13920 of BIS, Note c Structural Design or Drawings shall be vetted from IITs or NITs, Note d Concrete Grade for Designing shall be M30 and Grade as steel shall be Fe500 or Fe 500D or CRs bars as specified in relevant IS codes, Note e The Soil Investigation report shall be given to department for the foundation design of the buildings, Note f The Design folder With Original Tracings of Design or Drawings shall be submitted, Preparation of BOQ and estimate comma rate analysis and Yardstick in LUCKNOW, UTTAR PRADESH. Quantity: 36. Submission Deadline: 16-03-2026 13: 00: 00. Last date to apply is approaching fast!
Additional Tender Data
Commercial Details
Tender Category
Goods
Bid To RA
No
Bid To RA Enabled
Yes
Item Category
To carryout the test to ascertain in soil profiles , 150mm dia bore holes as per latest IS specification , No of bore hole 02 Nos , Depth of each bore holes 15 Mtr , Collection of disturbed and undisturbed soil sample , Conducting lab test on disturbed soil samples , Sieve analysis , Atterbergs limit , Natural moisture content , Particle size analysis test , Bulk density , Conducting lab test on undisturbed soil samples , Specific gravity , Free swell index and swelling properties of soil , Organic mater in soil if any , Consolidation test compressed index value , Triaxial compression test and determination of shear parameters , Harmful salt complete investigation as already ref , Note a Submission of Four copies of test reports with detailed description , Design comma preparation and submission of architectural drawings comma structural drawings comma detailed estimates for a RCC overhead tank , RCC overhead tank of 10000 gallon capacity , RCC framed construction on permanent specifications should be considered for the subject bldg , Staging height of the 15m from GL , RCC dome should be designed , Note a Analysis and designing shall be done at STAAD PRO structural software , Note b Preparation of Structural Drawings comma Plan Section and other details all as per latest IS 456 and IS 13920 of BIS , Note c Structural Design or Drawings shall be vetted from IITs or NITs , Note d Concrete Grade for Designing shall be M30 and Grade as steel shall be Fe500 or Fe 500D or CRs bars as specified in relevant IS codes , Note e The Soil Investigation report shall be given to department for the foundation design of the buildings , Note f The Design folder With Original Tracings of Design or Drawings shall be submitted , Preparation of BOQ and estimate comma rate analysis and Yardstick
Authority Records
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Documents 4
GeM-Bidding-9004136.pdf
Main Document
BOQ Document
BOQ
BOQ Document
BOQ
GEM General Terms and Conditions Document
GEM_GENERAL_TERMS_AND_CONDITIONS
Bill of Quantities (BOQ)
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To carryout the test to ascertain in soil profiles
To carryout the test to ascertain in soil profiles and proportion to determine safe bearing capacity complete with field and lab investigation as per latest relevant IS specification of 1992 dash 1993 comma 2131 and 950 Part dash I comma 6403 comma 1498 and 2720 Conducting soil investigation for following
150mm dia bore holes as per latest IS specification
150mm dia bore holes as per latest IS specification upto depth for each bore hole as specified below
No of bore hole 02 Nos
No of bore hole 02 Nos
Depth of each bore holes 15 Mtr
Depth of each bore holes 15 Mtr
Collection of disturbed and undisturbed soil sample
Collection of disturbed and undisturbed soil sample at interval of 1 mtr or at change of strata or as per latest relevant IS Code
Conducting lab test on disturbed soil samples
Conducting lab test on disturbed soil samples as considered necessary as per latest relevant IS specification of 2720
Sieve analysis
Sieve analysis
Atterbergs limit
Atterbergs limit
Natural moisture content
Natural moisture content
Particle size analysis test
Particle size analysis test
Bulk density
Bulk density
Conducting lab test on undisturbed soil samples
Conducting lab test on undisturbed soil samples as considered necessary as per latest relevant IS specification of 2720
Sieve analysis
Sieve analysis
Atterbergs limit
Atterbergs limit
Natural moisture content
Natural moisture content
Particle size analysis test
Particle size analysis test
Bulk density
Bulk density
Specific gravity
Specific gravity
Free swell index and swelling properties of soil
Free swell index and swelling properties of soil
Organic mater in soil if any
Organic mater in soil if any
Consolidation test compressed index value
Consolidation test compressed index value
Triaxial compression test and determination of shear parameters
Triaxial compression test and determination of shear parameters C and O test as per latest relevant IS specification
Harmful salt complete investigation as already ref
Harmful salt complete investigation as already ref
Note a Submission of Four copies of test reports with detailed description
Note a Submission of Four copies of test reports with detailed description of field investigation comma soil classification and general nature of soil strata comma water lable comma intrepretation of test results comma grains size distribution curves comma compressive index curve comma site plan etc comma calculation of bearing capacity will be governed generally as per latest IS 8009 Pt I 1976 comma IS 2720 Pt II 1980 comma IS 6403 1981 comma IS1904 197 and IS 1080 1985 and as per latest IS codes The SBC of soil need to be worked out at depths of 1m 20cm comma 1m 50cm and 2m from ground level Note b Transportation charges incl loading and unloading of heavy girders comma T and P Technician etc complete from laboratory to site of work and back
Design comma preparation and submission of architectural drawings comma structural drawings comma detailed estimates for a RCC overhead tank
Design comma preparation and submission of architectural drawings comma structural drawings comma detailed estimates for a RCC overhead tank consisting of the followings
RCC overhead tank of 10000 gallon capacity
RCC overhead tank of 10000 gallon capacity
RCC framed construction on permanent specifications should be considered for the subject bldg
RCC framed construction on permanent specifications should be considered for the subject bldg
Staging height of the 15m from GL
Staging height of the 15m from GL
RCC dome should be designed
RCC dome should be designed
Note a Analysis and designing shall be done at STAAD PRO structural software
Note a Analysis and designing shall be done at STAAD PRO structural software for dead comma live loads comma earthquake loads comma wind load and combination of load all as per latest IS 875 comma IS 13920 and IS 456 or IS 800 and the STAAD File shall be provided to this office
Note b Preparation of Structural Drawings comma Plan Section and other details all as per latest IS 456 and IS 13920 of BIS
Note b Preparation of Structural Drawings comma Plan Section and other details all as per latest IS 456 and IS 13920 of BIS
Note c Structural Design or Drawings shall be vetted from IITs or NITs
Note c Structural Design or Drawings shall be vetted from IITs or NITs
Note d Concrete Grade for Designing shall be M30 and Grade as steel shall be Fe500 or Fe 500D or CRs bars as specified in relevant IS codes
Note d Concrete Grade for Designing shall be M30 and Grade as steel shall be Fe500 or Fe 500D or CRs bars as specified in relevant IS codes
Note e The Soil Investigation report shall be given to department for the foundation design of the buildings
Note e The Soil Investigation report shall be given to department for the foundation design of the buildings
Note f The Design folder With Original Tracings of Design or Drawings shall be submitted
Note f The Design folder With Original Tracings of Design or Drawings shall be submitted in hard as well as soft copies duly completed as specified above
Preparation of BOQ and estimate comma rate analysis and Yardstick
Preparation of BOQ and estimate comma rate analysis and Yardstick for Demolition and Reconstruction of RCC Over Head Tank with Associated Works at 505 SU
| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) | Price Trends |
|---|---|---|---|---|---|---|---|
| 1 | To carryout the test to ascertain in soil profiles | To carryout the test to ascertain in soil profiles and proportion to determine safe bearing capacity complete with field and lab investigation as per latest relevant IS specification of 1992 dash 1993 comma 2131 and 950 Part dash I comma 6403 comma 1498 and 2720 Conducting soil investigation for following | 1 | each job | ageafmem@232 | 60 | |
| 2 | 150mm dia bore holes as per latest IS specification | 150mm dia bore holes as per latest IS specification upto depth for each bore hole as specified below | 1 | each job | ageafmem@232 | 60 | |
| 3 | No of bore hole 02 Nos | No of bore hole 02 Nos | 1 | each job | ageafmem@232 | 60 | |
| 4 | Depth of each bore holes 15 Mtr | Depth of each bore holes 15 Mtr | 1 | each job | ageafmem@232 | 60 | |
| 5 | Collection of disturbed and undisturbed soil sample | Collection of disturbed and undisturbed soil sample at interval of 1 mtr or at change of strata or as per latest relevant IS Code | 1 | each job | ageafmem@232 | 60 | |
| 6 | Conducting lab test on disturbed soil samples | Conducting lab test on disturbed soil samples as considered necessary as per latest relevant IS specification of 2720 | 1 | each job | ageafmem@232 | 60 | |
| 7 | Sieve analysis | Sieve analysis | 1 | each job | ageafmem@232 | 60 | |
| 8 | Atterbergs limit | Atterbergs limit | 1 | each job | ageafmem@232 | 60 | |
| 9 | Natural moisture content | Natural moisture content | 1 | each job | ageafmem@232 | 60 | |
| 10 | Particle size analysis test | Particle size analysis test | 1 | each job | ageafmem@232 | 60 | |
| 11 | Bulk density | Bulk density | 1 | each job | ageafmem@232 | 60 | |
| 12 | Conducting lab test on undisturbed soil samples | Conducting lab test on undisturbed soil samples as considered necessary as per latest relevant IS specification of 2720 | 1 | each job | ageafmem@232 | 60 | |
| 13 | Sieve analysis | Sieve analysis | 1 | each job | ageafmem@232 | 60 | |
| 14 | Atterbergs limit | Atterbergs limit | 1 | each job | ageafmem@232 | 60 | |
| 15 | Natural moisture content | Natural moisture content | 1 | each job | ageafmem@232 | 60 | |
| 16 | Particle size analysis test | Particle size analysis test | 1 | each job | ageafmem@232 | 60 | |
| 17 | Bulk density | Bulk density | 1 | each job | ageafmem@232 | 60 | |
| 18 | Specific gravity | Specific gravity | 1 | each job | ageafmem@232 | 60 | |
| 19 | Free swell index and swelling properties of soil | Free swell index and swelling properties of soil | 1 | each job | ageafmem@232 | 60 | |
| 20 | Organic mater in soil if any | Organic mater in soil if any | 1 | each job | ageafmem@232 | 60 | |
| 21 | Consolidation test compressed index value | Consolidation test compressed index value | 1 | each job | ageafmem@232 | 60 | |
| 22 | Triaxial compression test and determination of shear parameters | Triaxial compression test and determination of shear parameters C and O test as per latest relevant IS specification | 1 | each job | ageafmem@232 | 60 | |
| 23 | Harmful salt complete investigation as already ref | Harmful salt complete investigation as already ref | 1 | each job | ageafmem@232 | 60 | |
| 24 | Note a Submission of Four copies of test reports with detailed description | Note a Submission of Four copies of test reports with detailed description of field investigation comma soil classification and general nature of soil strata comma water lable comma intrepretation of test results comma grains size distribution curves comma compressive index curve comma site plan etc comma calculation of bearing capacity will be governed generally as per latest IS 8009 Pt I 1976 comma IS 2720 Pt II 1980 comma IS 6403 1981 comma IS1904 197 and IS 1080 1985 and as per latest IS codes The SBC of soil need to be worked out at depths of 1m 20cm comma 1m 50cm and 2m from ground level Note b Transportation charges incl loading and unloading of heavy girders comma T and P Technician etc complete from laboratory to site of work and back | 1 | each job | ageafmem@232 | 60 | |
| 25 | Design comma preparation and submission of architectural drawings comma structural drawings comma detailed estimates for a RCC overhead tank | Design comma preparation and submission of architectural drawings comma structural drawings comma detailed estimates for a RCC overhead tank consisting of the followings | 1 | each job | ageafmem@232 | 60 | |
| 26 | RCC overhead tank of 10000 gallon capacity | RCC overhead tank of 10000 gallon capacity | 1 | each job | ageafmem@232 | 60 | |
| 27 | RCC framed construction on permanent specifications should be considered for the subject bldg | RCC framed construction on permanent specifications should be considered for the subject bldg | 1 | each job | ageafmem@232 | 60 | |
| 28 | Staging height of the 15m from GL | Staging height of the 15m from GL | 1 | each job | ageafmem@232 | 60 | |
| 29 | RCC dome should be designed | RCC dome should be designed | 1 | each job | ageafmem@232 | 60 | |
| 30 | Note a Analysis and designing shall be done at STAAD PRO structural software | Note a Analysis and designing shall be done at STAAD PRO structural software for dead comma live loads comma earthquake loads comma wind load and combination of load all as per latest IS 875 comma IS 13920 and IS 456 or IS 800 and the STAAD File shall be provided to this office | 1 | each job | ageafmem@232 | 60 | |
| 31 | Note b Preparation of Structural Drawings comma Plan Section and other details all as per latest IS 456 and IS 13920 of BIS | Note b Preparation of Structural Drawings comma Plan Section and other details all as per latest IS 456 and IS 13920 of BIS | 1 | each job | ageafmem@232 | 60 | |
| 32 | Note c Structural Design or Drawings shall be vetted from IITs or NITs | Note c Structural Design or Drawings shall be vetted from IITs or NITs | 1 | each job | ageafmem@232 | 60 | |
| 33 | Note d Concrete Grade for Designing shall be M30 and Grade as steel shall be Fe500 or Fe 500D or CRs bars as specified in relevant IS codes | Note d Concrete Grade for Designing shall be M30 and Grade as steel shall be Fe500 or Fe 500D or CRs bars as specified in relevant IS codes | 1 | each job | ageafmem@232 | 60 | |
| 34 | Note e The Soil Investigation report shall be given to department for the foundation design of the buildings | Note e The Soil Investigation report shall be given to department for the foundation design of the buildings | 1 | each job | ageafmem@232 | 60 | |
| 35 | Note f The Design folder With Original Tracings of Design or Drawings shall be submitted | Note f The Design folder With Original Tracings of Design or Drawings shall be submitted in hard as well as soft copies duly completed as specified above | 1 | each job | ageafmem@232 | 60 | |
| 36 | Preparation of BOQ and estimate comma rate analysis and Yardstick | Preparation of BOQ and estimate comma rate analysis and Yardstick for Demolition and Reconstruction of RCC Over Head Tank with Associated Works at 505 SU | 1 | each job | ageafmem@232 | 60 |
Required Documents
Experience Criteria
Past Performance
Bidder Turnover
OEM Annual Turnover *In case any bidder is seeking exemption from Experience / Turnover Criteria
the supporting documents to prove his eligibility for exemption must be uploaded for evaluation by the buyer
Reverse Auction Schedule
Start
18-Apr-2026, 6:00 pm
End
20-Apr-2026, 6:00 pm
Duration: 48 hours
Reverse Auction Document
✅ RA concluded. Check financial results for final rankings.
Technical Results
| S.No | Seller | Item | Date | Status |
|---|---|---|---|---|
| 1 | AAKASH MARKET Under PMA | - | 12-03-2026 14:10:09 | |
| 2 | ALTRUIST GEOTECHNICAL SERVICES PRIVATE LIMITED Under PMA | - | 14-03-2026 17:11:21 | |
| 3 | EDGE CONSULTANTS Under PMA | - | 11-03-2026 22:01:20 | |
| 4 | STRONG TECH ENGINEERING SERVICES AND RESEARCH INDIA PRIVATE LIMITED Under PMA | - | 12-03-2026 13:28:56 |
Reverse Auction Results Final Prices
These are the final prices after the reverse auction event. Prices may be lower than initial bids.
| Rank | Seller | Final Price | Item |
|---|---|---|---|
| L1 | EDGE CONSULTANTS(MSE,MII) Under PMA Winner | ₹1,07,000 | Item Categories : To carryout the test to ascertain in soil profiles,150mm dia bore holes as per latest IS specificat |
| L2 | ALTRUIST GEOTECHNICAL SERVICES PRIVATE LIMITED (MSE,MII) Under PMA | ₹2,17,000 | Item Categories : To carryout the test to ascertain in soil profiles,150mm dia bore holes as per latest IS specificat |
| L3 | AAKASH MARKET (MSE,MII) Under PMA | ₹4,89,000 | Item Categories : To carryout the test to ascertain in soil profiles,150mm dia bore holes as per latest IS specificat |
🎉 L1 Winner
EDGE CONSULTANTS(MSE,MII) Under PMA
Final Price: ₹1,07,000
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Documents 4
GeM-Bidding-9004136.pdf
Main Document
BOQ Document
BOQ
BOQ Document
BOQ
GEM General Terms and Conditions Document
GEM_GENERAL_TERMS_AND_CONDITIONS