Defence Statutory Bodies & Commissions/Committees Closing in 9 days TDR #58373824

Bids Are invited for Soil Investigatigation

Issued by Statutory Bodies & Commissions/Committees · Ernakulam, Kerala
Tender Value
Ref. Documents
Estimated cost
Bid Submission
14 Nov 2026
9 days left
EMD
55755
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Gem

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ernakulam → Kerala
EMD Exemption
Available
Quantity
384

Project Description

Bids Are invited for Soil Investigation In The Proposed Locations For Different Works At Nad Alwaye Ts K And Wed And Submission Of Detailed Soil Investigation Report As Details Mentioned Below - Soil Investigation In The Proposed Locations For Different Works At Nad Alwaye Ts K And Wed And Submission Of Detailed Soil Investigation Report As Details Mentioned Below Mobilisation Of Boring Equipment For Soil Investigation And Demobilisation Of Equipment After Completion Of Work For The Following Work Sites , Small Arms Workshop Armoury At Nad Alwaye , 03 No Watch Towers At Ts K 03 Watch Towers In Same Area But Different Locations , 03 No Watch Towers At Wed 3 Watch Towers In Same Area But Different Locations , Boring Thorugh All Type Of Soil Below The Ground Level Conducting Standard Penetration Test And Collection Of Sample Upto Depth Of 30M - Boring Thorugh All Type Of Soil Below The Ground Level Conducting Standard Penetration Test And Collection Of Sample Upto Depth Of 30M By Drilling Of Bore Holes Of Dia 150Mm And Location As Per Is 1892 1979 Reaffirmed 2022 Collecting Samples Of Disturbed And Undisturbed Soil Sample At 1 5 Mtr In Interval And At Every Change Of Strata. Drilling For 3 Mtr Depth Inside The Rock Is Essential To Ensure That Boulders , Small Arms Workshop Armoury At Nad Alwaye 5 Bore Holes , 03 No Watch Towers At Ts K 3 Bore Holes , 03 No Watch Towers At Wed 03 Bore Holes , Laboratory Investigation From Nabl Accredited Laboratory - Laboratory Investigation From Nabl Accredited Laboratory Govt Eng Colleges For The Following Work Sites The Soil Samples Be Tested In The Laboratory , Small Arms Workshop Armoury At Nad Alwaye , 03 No Watch Towers At Ts K , 03 No Watch Towers At Wed , Recommendation Of Different Type Of Foundation For The Upcoming Structures By A Geotechnical Consultant And Report Duly Vetted By Govt Eng College For The Following Work Sites , Small Arms Workshop Armoury At Nad Alwaye Framed Construction In G 1 Configuration , 03 No Watch Towers At Ts K Framed Construction In G Plus 3 Configuration - 03 No Watch Towers At Ts K Framed Construction In G 3 Configuration , 03 No Watch Towers At Wed Framed Construction In G Plus 3 Configuration - 03 No Watch Towers At Wed Framed Construction In G Plus 3 Configuration , Preparation And Submission Of Soil Investigation, Report Which Includes Lab Testing Results And Field Investing Data - Preparation And Submission Of Soil Investigation, Report Which Includes Lab Testing Results And Field Investing Data S Bore Logs Etc And Safe Bearing Capacity Of Soil Pile Capacity For The Proposed Structures For The Following Work Sites , Small Arms Workshop Armoury At Nad Alwaye Framed Construction In G Plus 1 Configuration , 03 No Watch Towers At Ts K Framed Construction In G 3 Configuration , 03 No Watch Towers At Wed Framed Construction In G 3 Configuration - 03 No Watch Towers At Wed Framed Construction In G Plus 3 Configuration , Excavation Of Trial Pit Upto 3M Depth Having Size 1 2M 1 2M - Excavation Of Trial Pit Upto 3M Depth Having Size 1 2M 1 2M For Collecting 3Nos Uds Sample Including The Test , Road At Demolition Ground Nad Alwaye , Road At Ts K , Conducting Lab California Bearing Ratio Cbr Test Soaked Un Soaked As Per Is 2720 Part 16 1987 , Road At Demolition Ground Nad Alwaye , Road At Ts K , Design Recommendation Of Thickness Of Flexible Pavement As Per Relevant Irc Code Tabulation Of Results Submitting Four Hard Copies Of Pavement Design Test Results , Road At Demolition Ground Nad Alwaye Paver Block Road , Road At Ts K Paver Block Road - Road At Ts K Paver Block Road

BOQ

Sl. No. Item TitleItem Description
1Soil investigation in the proposed locations for different works at NAD Alwaye TS K and WED and submission of detailed soil investigation report as details mentioned belowSoil investigation in the proposed locations for different works at NAD Alwaye TS K and WED and submission of detailed soil investigation report as details mentioned below Mobilisation of boring equipment for soil investigation and demobilisation of equipment after completion of work for the following work sites
2Small Arms workshop Armoury at NAD AlwayeSmall Arms workshop Armoury at NAD Alwaye
303 no watch towers at TS K 03 watch towers in same area but different locations03 no watch towers at TS K 03 watch towers in same area but different locations
403 no watch towers at WED 3 watch towers in same area but different locations03 no watch towers at WED 3 watch towers in same area but different locations
5Boring thorugh all type of soil below the ground level conducting standard penetration test and collection of sample upto depth of 30mBoring thorugh all type of soil below the ground level conducting standard penetration test and collection of sample upto depth of 30m by drilling of bore holes of dia 150mm and location as per IS 1892 1979 Reaffirmed 2022 collecting samples of disturbed and undisturbed soil sample at 1 5 mtr in interval and at every change of strata. Drilling for 3 mtr depth inside the rock is essential to ensure that boulders
6Small Arms workshop Armoury at NAD Alwaye 5 bore holesSmall Arms workshop Armoury at NAD Alwaye 5 bore holes
703 no watch towers at TS K 3 bore holes03 no watch towers at TS K 3 bore holes
803 no watch towers at WED 03 bore holes03 no watch towers at WED 03 bore holes
9Laboratory investigation FROM nabl Accredited laboratoryLaboratory investigation from NABL Accredited laboratory Govt Eng colleges for the following work sites The soil samples be tested in the laboratory
10Small Arms workshop Armoury at NAD AlwayeSmall Arms workshop Armoury at NAD Alwaye
1103 no watch towers at TS K03 no watch towers at TS K
1203 no watch towers at WED03 no watch towers at WED
13Recommendation of different type of foundation for the upcoming Structures by a geotechnical consultant and report duly vetted by Govt Eng college for the following work sitesRecommendation of different type of foundation for the upcoming Structures by a geotechnical consultant and report duly vetted by Govt Eng college for the following work sites
14Small Arms workshop Armoury at NAD Alwaye Framed Construction in G 1 configurationSmall Arms workshop Armoury at NAD Alwaye Framed Construction in G 1 configuration
1503 no watch towers at TS K Framed Construction in G plus 3 configuration03 no watch towers at TS K Framed Construction in G 3 configuration
1603 no watch towers at WED Framed Construction in G plus 3 configuration03 no watch towers at WED Framed Construction in G plus 3 configuration
17Preparation and submission of soil investigation, report which includes lab testing results and field investing DataPreparation and submission of soil investigation, report which includes lab testing results and field investing Data s bore logs etc and safe bearing capacity of soil pile capacity for the proposed structures for the following work sites
18Small Arms workshop Armoury at NAD Alwaye Framed Construction in G plus 1 configurationSmall Arms workshop Armoury at NAD Alwaye Framed Construction in G plus 1 configuration
1903 no watch towers at TS K Framed Construction in G 3 configuration03 no watch towers at TS K Framed Construction in G 3 configuration
2003 no watch towers at WED Framed Construction in G 3 configuration03 no watch towers at WED Framed Construction in G plus 3 configuration
21Excavation of trial pit upto 3m depth having size 1 2m 1 2mExcavation of trial pit upto 3m depth having size 1 2m 1 2m for collecting 3nos UDS sample including the test
22Road at demolition ground NAD AlwayeRoad at demolition ground NAD Alwaye
23Road at TS KRoad at TS K
24Conducting Lab California Bearing Ratio CBR test Soaked un soaked as per IS 2720 part 16 1987Conducting Lab California Bearing Ratio CBR test Soaked un soaked as per IS 2720 part 16 1987
25Road at demolition ground NAD AlwayeRoad at demolition ground NAD Alwaye
26Road at TS KRoad at TS K
27Design recommendation of thickness of flexible pavement as per relevant IRC code tabulation of results submitting four hard copies of pavement design test resultsDesign recommendation of thickness of flexible pavement as per relevant IRC code tabulation of results submitting four hard copies of pavement design test results
28Road at demolition ground NAD Alwaye Paver block roadRoad at demolition ground NAD Alwaye Paver block road
29Road at TS K paver block roadRoad at TS K paver block road

AI Tender Summary

OUR REF NO 58373824
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE Ref. Documents
LAST DATE 14-11-2026
Authority
Authority Name Indian Army
Work Description Bids Are invited for Soil Investigation In The Proposed Locations For Different Works At Nad Alwaye Ts K And Wed And Submission Of Detailed Soil Investigation Report As Details Mentioned Below - Soil Investigation In The Proposed Locations For Different Works At Nad Alwaye Ts K And Wed And Submission Of Detailed Soil Investigation Report As Details Mentioned Below Mobilisation Of Boring Equipment For Soil Investigation And Demobilisation Of Equipment After Completion Of Work For The Following Work Sites , Small Arms Workshop Armoury At Nad Alwaye , 03 No Watch Towers At Ts K 03 Watch Towers In Same Area But Different Locations , 03 No Watch Towers At Wed 3 Watch Towers In Same Area But Different Locations , Boring Thorugh All Type Of Soil Below The Ground Level Conducting Standard Penetration Test And Collection Of Sample Upto Depth Of 30M - Boring Thorugh All Type Of Soil Below The Ground Level Conducting Standard Penetration Test And Collection Of Sample Upto Depth Of 30M By Drilling Of Bore Holes Of Dia 150Mm And Location As Per Is 1892 1979 Reaffirmed 2022 Collecting Samples Of Disturbed And Undisturbed Soil Sample At 1 5 Mtr In Interval And At Every Change Of Strata. Drilling For 3 Mtr Depth Inside The Rock Is Essential To Ensure That Boulders , Small Arms Workshop Armoury At Nad Alwaye 5 Bore Holes , 03 No Watch Towers At Ts K 3 Bore Holes , 03 No Watch Towers At Wed 03 Bore Holes , Laboratory Investigation From Nabl Accredited Laboratory - Laboratory Investigation From Nabl Accredited Laboratory Govt Eng Colleges For The Following Work Sites The Soil Samples Be Tested In The Laboratory , Small Arms Workshop Armoury At Nad Alwaye , 03 No Watch Towers At Ts K , 03 No Watch Towers At Wed , Recommendation Of Different Type Of Foundation For The Upcoming Structures By A Geotechnical Consultant And Report Duly Vetted By Govt Eng College For The Following Work Sites , Small Arms Workshop Armoury At Nad Alwaye Framed Construction In G 1 Configuration , 03 No Watch Towers At Ts K Framed Construction In G Plus 3 Configuration - 03 No Watch Towers At Ts K Framed Construction In G 3 Configuration , 03 No Watch Towers At Wed Framed Construction In G Plus 3 Configuration - 03 No Watch Towers At Wed Framed Construction In G Plus 3 Configuration , Preparation And Submission Of Soil Investigation, Report Which Includes Lab Testing Results And Field Investing Data - Preparation And Submission Of Soil Investigation, Report Which Includes Lab Testing Results And Field Investing Data S Bore Logs Etc And Safe Bearing Capacity Of Soil Pile Capacity For The Proposed Structures For The Following Work Sites , Small Arms Workshop Armoury At Nad Alwaye Framed Construction In G Plus 1 Configuration , 03 No Watch Towers At Ts K Framed Construction In G 3 Configuration , 03 No Watch Towers At Wed Framed Construction In G 3 Configuration - 03 No Watch Towers At Wed Framed Construction In G Plus 3 Configuration , Excavation Of Trial Pit Upto 3M Depth Having Size 1 2M 1 2M - Excavation Of Trial Pit Upto 3M Depth Having Size 1 2M 1 2M For Collecting 3Nos Uds Sample Including The Test , Road At Demolition Ground Nad Alwaye , Road At Ts K , Conducting Lab California Bearing Ratio Cbr Test Soaked Un Soaked As Per Is 2720 Part 16 1987 , Road At Demolition Ground Nad Alwaye , Road At Ts K , Design Recommendation Of Thickness Of Flexible Pavement As Per Relevant Irc Code Tabulation Of Results Submitting Four Hard Copies Of Pavement Design Test Results , Road At Demolition Ground Nad Alwaye Paver Block Road , Road At Ts K Paver Block Road - Road At Ts K Paver Block Road
Basic Detail
Tender No GEM/2026/B/8139852
Bidding Type Tender
Location
City Ernakulam
State Kerala
Key Dates
Publish Date 04 Nov 2026
Submission Date 14 Nov 2026
Open Date 15 Nov 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 55755
Exemption Available
Document List
d1daaaa8-95bd-4651-99d1-d58057d63b7f.pdf
sow1_2026-10-09-14-48-49_d10c6ca7fbd8dae331ba0850e6b5a5af.pdf
10011048_Boq_1.xlsx
atcforsoil_8fce9e23-8c22-4a7c-966a1793785013165_ageem2ns.pdf

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Tender Timeline

Nov 04, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 14, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Nov 15, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 10 days

Tender Documents

Download All (ZIP) ↓
pdf

d1daaaa8-95bd-4651-99d1-d58057d63b7f.pdf

pdf

sow1_2026-10-09-14-48-49_d10c6ca7fbd8dae331ba0850e6b5a5af.pdf

xlsx

10011048_Boq_1.xlsx

pdf

atcforsoil_8fce9e23-8c22-4a7c-966a1793785013165_ageem2ns.pdf

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