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NTID 42511325
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💬 Talk to Our Bidding ExpertCorrigendum Soil Investigati in Darbhanga - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Soil Investigati" in Darbhanga, India.
- Opening Date : Thu 20th November, 2025
- Closing Date : Tue 18th November, 2025
- ₹ 71340.00
- NTID 42511325
Key Values: Document Cost: 0.00 | EMD: 0.00 | Estimated Cost: 71340.00
Tender Description
Corrigendum : Soil Investigation (construction Of Deficient Smqs At Af Stn Dbg
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum |
| 2 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum |
BOQ Items Total Items : 9 | Total Qty : 2
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Conducting soil investigation test at site as per relevant specification of IS-2131, IS-6403, IS-1498 & IS-2720 and submit the report as per following including shifting of equipment from one place to another place at any distance :- (A) Drilling of 150 mm diameter bore hole in all types of soils as per depth indicated below or refusal strata which ever is earlier as per instruction of the Eng-in-charge. Refusal defined as and when 'N' value is 100 or more for 30 cm or part penetration. | 2.00 | Each Job |
| 2 | (a) Conducting standard penetration test (SPT) in the bore holes at 1.00 m intervals in depth or every change of strata which ever is earlier as per IS:2131-1981or Condcuting dynamic cone penetration test (DCPT) in the bore holes at 1.00 m intervals in depth or every change of strate which ever is earlier as per IS:10042-1981 (Applicable for gravel, boulder deposit type of soil) (i) Depth of bore hole =15m | ||
| 3 | (b) Collecting distrubed soil sample from the locatiion of conducting SPT/DCPT. (c) Collecting undsturbed soil sample at an interval of 1.50 m or change of strata whichever occurs earlier. (d) Analysis of liquefaction potential for earthquake as per zone -V of IS:1893-2016 (part-1) (e) Recording the ground water table if observed upto exploration depth, as per IS:6395-1973 | ||
| 4 | (f) Disturbed soil samples : Following lab test to be conducted on disturbed soil samples as considered necessary according to relevant specification IS-2720 and detailed result to be given in tabular form:- (i) Sieve analysis & Grain size distribution by Sieve analysis & hydrometer test (ii) Atterberg's limit as per IS:2720 Part-5-1985 (iii) Natural moisture content (iv) Particle size analysis test (v) Bulk density/dry density | ||
| 5 | (g) Un disturbed soil samples : Following lab test to be conducted on Un disturbed soil samples as considered necessary according to relevant specification IS-2720 and detailed result to be given in tabular form:- (i) Natural moisture content (ii) Bulk density (iii) Specific gravity (iv) Free swell index and swelling properties of soil (v) Organic matter in soil if any (vi) Consolidation test (compressed index value) (vii) Triaxial compression test and determination of shear parameters (C & test) as per relvant IS (viii) Harmful salt (complete investigation as already ref) |
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