Military Engineer Services Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Military Engineer Services - MES Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date8 Mar 2025
Closing Date27 Mar 2025
Tender Amount₹ 4,37,376
Costs
EMD
0Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_700757_1Tender No
3018/HT/E3Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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(v) Chemical analysis of soil and ground water (Water to be obtained from bottom of the bore hole) Depth of water table below
(vi) Presence of loose soil if any. If weak soil with lesser N value as specified
in table — 1 of IS 1893 (Part-1) 2016 is encountered then evaluation of liquefaction potential shall be assessed and remedial action to be adopted
shall be soecified.
(vii) Crushing strength, degree of weathering (CR Value) and RQD of rock
samples
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(viii) For calculation of Net SBC at 1.5m, 2.0m, 2.5m,3.0m upto 25.00m from shear as well as settlement criteria. SBC value shall be calculated based on C-Phi analysis as well as SPT value. For calculations, formulae given in IS 6402 shall be used or recommended depth of pile of different diameter etc shall be specified along with supporting calculations. Pile capacity in compression, uplift & lateral loads shall be oiven.
(x) Recommendations regarding type of foundation to be adopted & net
SBC/Pile capacities to be adopted Also recommendations shall be given reoardino stabilitv of soil and soil stabilization reauired. if anv.
(xi) Bore log details duly marked on plan and their distance from adjacent
prominent ref as per Appx D of IS 1892. N values depth wise shall also be shown in bore loo details
(xii) SPT shall be done till N value of 50 or refusal whichever is earlier.Note : Following will be in scope of order and must be the part of final report :
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a) Report shall be signed by a qualified engineer with degree in M tech
having experience of minimum 02 Years. Then name and qualification of the signatorv shall be clearlv shown.
b) Soil investigation consultant should have minimum 01 No ME/M Tech
(Geo Tech) with 2 Year experience & 01 no BE/B Tech (Civ) with 5 Year Exoerience and must have all adeauate tech staff diDlOlTla/ITI Qualified.
c) Labs must be NABL accredited or nay other accreditation body which
operates in accordance with ISO/IEC-170011 and accredits the lab as per ISO/IEC:17025 with state of the art eauioment aooaratus.
d) RL of the Ground level/Founding level with ref to a BM should invariably
be mentioned in the test report.
e) Recommendation of SBC should be given for :-
The bore hole, Depths viz 1.5m, 2.0m and 2.5m upto 25 m
(f) Photographic records of exploration as well as the testing shall be form
the part of thr report. Also Soil or rock samples left out after tests shall be handed over to AGE B/R or Engr-in-Charge.
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(g) Recommendation as regards possibility of liquidation of soil in case of saturated or partially saturated loose/uncompacted sandv soils.
(h) Swelling index and swelling pressure in respect of black cotton soil and
its depth/layer.
(i) Depth of ground water table (GWT) in peak monsoon and peak summer (highest) after correlation of result with seasonal variation of water table in the station.
(j) Recommendation for filler under floors and improvements of existing
subsoil using proper soil stabilization methods or stabilization of soil underneath foundation systems.
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