WBIW/EE/CID/eNIT-16/2026-27/15

Mobilisation Charges of all tools & Plants along with accessories, material, labour, supervision etc. at site of work required in connection with boring and testing work, including setting up boring rigs and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in-Charge. b) Detailed Investigation

Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation. Note- Some samples are to be kept at Sub-Division Office for Additional testing By the Engineer-in-Charge.

Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge. b) When drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole. (i) Depth 0m to 10m

A. Laboratory Investigation: iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).

iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).

B Field Investigation: iii) Collection of Samples from the bore hole made as per B-a (b) Disturbed

Preparation and submission of report in 6 (Six) copies, giving all relevant information data like site plan, Bore log and water table, test results, calculations, discussions, suggestions and recommendations in respect of suitable foundation etc. including determination of silt factor calculation of waterways and complete design of foundation including analysis of Bearing Capacities and settlements in bound and presentable form complete as per direction of Engineer-in-Charge. b) Detailed Investigation

Carrying out detailed topographic and hydrographic survey of different canal/khal/ drainage channel / river under contain irrigation Division to develop plan and cross section showing the latest river courses, streams, nalas, vegetation and any other water bodies showing other permanent features like bridge, roads, highway, habitation, vegetation etc. up to 50- 100 m either sites of both banks/ stretch from the centre line of the canal/ khal/ drainage/ channel/ river and taking long section, cross section @ 120 m centre to centre using Echo- sounder instrument and D.G.P.S system ( RTK method) and submission of necessary drawings both hard and soft copies etc for complete.