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Soil Investigation For Provision Of 2Xborewells And Allied Works For Leimakhong Mil Stn ., LEIMAKHONG-Manipur

Military Engineer Services-MES has published Soil Investigation For Provision Of 2Xborewells And Allied Works For Leimakhong Mil Stn .. Submission Date for this Tender is 09-02-2021. Soil Survey Tenders in LEIMAKHONG Manipur. Bidders can get complete Tender details and download the document.




Tender Notice

26083681
Corrigendum : Soil Investigation For Provision Of 2Xborewells And Allied Works For Leimakhong Mil Stn .
Open Tender
Indian
Manipur
LEIMAKHONG
09-02-2021

Tender Details

Soil Investigation For provision Of 2Xborewells And Allied Works For Leimakhong Mil Stn .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Dec-2020 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 22-12-2020
2 17-Dec-2020 DATE CORRIGENDUM Date 26-12-2020
3 28-Dec-2020 CRITOCAL DATES Date 15-01-2021
4 18-Jan-2021 DATE CORRIGENDUM 02 Date 28-01-2021
5 29-Jan-2021 DATE CORRIGENDUM03 Date 09-02-2021

Key Value

Document Fees
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EMD
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Tender Value
INR 1.20 Lakhs /-

BOQ Items

Name of Work: Soil Investigation for provn of 2xBorewells and allied works for Leimakhong Mil Stn.
Sl. No. Item Description Item Code / Make Quantity Units
1 2 Carrying out Soil Investigation as per relevant IS:1892 for the Name of work as mentioned above, complete all as specified and directed including the following:-\n\n(a) Boring 150 mm dia hole at various locations as shown at site by Engineer-in-Charge in any kind of soil but excluding rock, collection of undisturbed sample at every 1.00 m depth. Collection of disturbed sample at suitable depth as required at site. Conducting Standard penetration test as per relevant IS as an interval of 1.5 m Upto depth 1.5m -04 BH 4 EACH
2 2.01 Carrying out following laboratory tests on the soil samples as per IS codes:-\n(a) (i) Sieve analysis and Hydrometer tests for identification and classification of soil based on properties and grain size.\n(ii) Specific gravity of the soil.\n(iii) Studies of settlement characteristics of soil based on consolidation tests and liquid and plastic limits.\n(iv)) Stratification of soil for entire depth of bore log including ground water table locations \n(v) Nature moisture content (NMC), Void ratio and porosity, Tri-Axial and direct shear test and unconfined compression test of undisturbed samples and Bulk, submerged and Dry Density of the soil.\n
3 2.02 (b) Compilation of Field and Laboratory test results, Preparation of reports, Recommendation for different type of foundations, water table,submission of all report booklets 05 (Five) copies with CD 01 (One) copy duly indicating the following:-\n(i) Evaluation of safe bearing capacity of the soil with respect to shear failure test and permissible settlement (Total and differential) alongwith recommendation about type of foundation and minimum depth of foundation to be adopted.\n(ii) Specific suggestion if any for soil treatment if required below foundation/ground floor/Roads and type of treatment to be carried out.\n(iii) Bore log diagram duly showing the different layers of strata met alongwith their depths.
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