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Consultancy For Soil Investigation And Topographical Survey For Otm Accn For Ladakh Scouts Bn At Karu ( Ph-Iv Of V Phases ) Consultancy For Soil Investigation And Topographical Survey For Otm Accn For Ladakh Scouts Bn At Karu ( Ph-Iv Of V Phases ) . , LEH LADAKH-Jammu And Kashmir

Military Engineer Services-MES has published Consultancy For Soil Investigation And Topographical Survey For Otm Accn For Ladakh Scouts Bn At Karu ( Ph-Iv Of V Phases ) Consultancy For Soil Investigation And Topographical Survey For Otm Accn For Ladakh Scouts Bn At Karu ( Ph-Iv Of V Phases ) . . Submission Date for this Tender is 01-07-2021. Soil Survey Tenders in LEH LADAKH Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

28157852
Corrigendum : Consultancy For Soil Investigation And Topographical Survey For Otm Accn For Ladakh Scouts Bn At Karu ( Ph-Iv Of V Phases ) Consultancy For Soil Investigation And Topographical Survey For Otm Accn For Ladakh Scouts Bn At Karu ( Ph-Iv Of V Phases ) .
National Competitive Bid
Indian
Jammu And Kashmir
LEH LADAKH
01-07-2021

Tender Details

Consultancy For Soil Investigation And Topographical Survey For Otm Accn For Ladakh Scouts Bn At Karu ( Ph-Iv Of V Phases ) Consultancy For Soil Investigation And Topographical Survey For Otm Accn For Ladakh Scouts Bn At Karu ( Ph-Iv Of V Phases ) .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 12-Jun-2021 Date Corrigendum Date 01-07-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 56760.0 /-
Tender Value
Refer document

BOQ Items

Name of Work : CONSULTANCY FOR SOIL INVESTIGATION AND TOPOGRAPHICAL SURVEY FOR OTM ACCN FOR LADAKH SCOUTS BN AT KARU (PH-IV OF V PHASES).
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Mobilization of mechanical drilling equipment/rig and shifting of entire arrangement as specified and directed. 1 Lump-Sum
2 2 Shifting of equipments from one bore to another hole location and setting of boring/drilling rig specified and directed. 28 Per Bore Hole
3 3 Boring 100mm dia bore holes to any depth through any type of strata up to 10.00 meter.\n(Note:- Please refer drawings for location of bore hole) 280 RM
4 4 Collection of undisturbed soil samples at any change of strata in 100 mm bore thin walled tube including waxing sealing packing and transporting to the lab. 28 Nos
5 5 Carrying out standard penetration test (S.P.T) and soil bearing capacity including collecting of disturbed soil samples in bore holes at every 1.5m depth or any change of strata and submit the report with all requisite data. 280 RM
6 6 Carrying out necessary tests as per relevant IS codes on all collected samples which include the determination of\n(a) Atterberg Limites\n(b) Natural moisture content\n(c) Wet and dry density\n(d) Soil Particle size distribution using sieve/hydrometer analysis\n(e) Tri-axial shear test c & ø determination\n(f) Shrinkable limit\n(g) Consolidation test\n(h) Specific gravity test for sand/rock\n(j) Crushing strength of rock samples\n(k) Permeability test\n(l) Chemical analysis of ground water sample (Min 02 samples)\n(m) Free soil index\n(n) Chemical analysis of soil 28 Each Bore
7 7 Conducting Topographical Survey using Electronic Total Station for preparation of site/contour plan, taking all ground features like Road, buildings, drain, E.T/telephone poles, etc. Taking spot levels at 3.00m grid with Preparation and submission of three coloured drawings along with CD complete all as specified and directed. 23000 Sqm
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