Defence Statutory Bodies & Commissions/Committees Closing in 0 days TDR #51115959

Bids Are Invited For Custom Bid For Services - 80500 Testing Of Water Quality 4 1. Carrying Out Soil Investigation As Given Below Boring Through Sand/Clay/Soft Strata With 150Mm Pipe From Ground Level To 10 Mtr Depth. (A) Subsurface Investigation. (1)

Issued by Statutory Bodies & Commissions/Committees · Dibrugarh, Assam
Tender Value
80500
Estimated cost
Bid Submission
20 Sep 2025
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Gem

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Dibrugarh → Assam
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Bids Are Invited For Custom Bid For Services - 80500 Testing of Water Quality 4 1. Carrying out soil investigation as given below Boring through sand/clay/soft strata with 150mm pipe from ground level to 10 mtr depth. (a) Subsurface investigation. (1) Grain size analysis, specific gravity, unit weight and natural moisture content of soil. (ii) Liquid limit, plastic limit & swelling index (iii) Consolidated tests for consolidation properties (iv) Shear strength tests for shear strength parameters. (v) Chemical tests for soluble chloride and sulphate based in local information and experiences. (vi) Field tests as per Appx C of IS 1892. (vii) Plate load tests at recommended depth of foundation. (viii) Pate load tests at recommended depth of foundation. (ix) CBR values (Soaked & unsoaked) & K value for strata. (x) Depth of water tale if fund in bore holes shall to be reported to GE. (b) The report to include clearly the following parameters:- (1) Layout of trial pits & bore holes on proposed site plan. (ii) Record of boring as per Appx D of IS 1892 (iii) Soil/ Rock properties as per detailed exploration (Table 3 of IS 1892) (iv) Soil properties based on field tests. (v) Estimation of safe bearing pressure based on safe bearing capacity as per shear criteria and settlement criteria for rectangular foundation. It also include detailed calculation of SBC. Note: In case low bearing capacity recommendation may include bearing capacity calculation SBC & Settlement calculation for raft foundation. (vi) Recommendation for pile with pile capacity in case weaker strata in encountered. (vii) Other relevant recommendation for foundation and improvement of soil if necessary. (viii) Recommendation of existing soil for backfill purpose. Notes for item No.1: (ii) All the reports/ results will be got vetted from any of the IITs or Govt Engineering Colleges after approval from GE/ Engineer-in-Charge.

AI Tender Summary

OUR REF NO 51115959
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 80500
LAST DATE 20-09-2025
Authority
Authority Name Indian Army
Work Description Bids Are Invited For Custom Bid For Services - 80500 Testing of Water Quality 4 1. Carrying out soil investigation as given below Boring through sand/clay/soft strata with 150mm pipe from ground level to 10 mtr depth. (a) Subsurface investigation. (1) Grain size analysis, specific gravity, unit weight and natural moisture content of soil. (ii) Liquid limit, plastic limit & swelling index (iii) Consolidated tests for consolidation properties (iv) Shear strength tests for shear strength parameters. (v) Chemical tests for soluble chloride and sulphate based in local information and experiences. (vi) Field tests as per Appx C of IS 1892. (vii) Plate load tests at recommended depth of foundation. (viii) Pate load tests at recommended depth of foundation. (ix) CBR values (Soaked & unsoaked) & K value for strata. (x) Depth of water tale if fund in bore holes shall to be reported to GE. (b) The report to include clearly the following parameters:- (1) Layout of trial pits & bore holes on proposed site plan. (ii) Record of boring as per Appx D of IS 1892 (iii) Soil/ Rock properties as per detailed exploration (Table 3 of IS 1892) (iv) Soil properties based on field tests. (v) Estimation of safe bearing pressure based on safe bearing capacity as per shear criteria and settlement criteria for rectangular foundation. It also include detailed calculation of SBC. Note: In case low bearing capacity recommendation may include bearing capacity calculation SBC & Settlement calculation for raft foundation. (vi) Recommendation for pile with pile capacity in case weaker strata in encountered. (vii) Other relevant recommendation for foundation and improvement of soil if necessary. (viii) Recommendation of existing soil for backfill purpose. Notes for item No.1: (ii) All the reports/ results will be got vetted from any of the IITs or Govt Engineering Colleges after approval from GE/ Engineer-in-Charge.
Basic Detail
Tender No GEM/2025/B/6618837
Bidding Type Tender
Location
City Dibrugarh
State Assam
Key Dates
Publish Date 10 Sep 2025
Submission Date 20 Sep 2025
Open Date 20 Sep 2025
Finance
Tender Value 80500
Tender Fee Ref. Documents
EMD Ref. Documents
Exemption Not Available
Document List
1756363589.pdf
1756363591.pdf
1756363595.pdf
1756363618.pdf
459304d2-f42a-4101-9d76-6e9fa5babb21.pdf

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Tender Timeline

Sep 10, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 20, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Sep 20, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

1756363589.pdf

pdf

1756363591.pdf

pdf

1756363595.pdf

pdf

1756363618.pdf

pdf

459304d2-f42a-4101-9d76-6e9fa5babb21.pdf

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