C/O 32 Men barrack Balance portion 08 bed Mahila barrack Sos Room Garrage and POL store Electric Substation Pump Room Gen Shed Sarvdharam sthal.. as per NIT at BOP Bogabil Copy HQr of 80 BN BSF( Now 104 Bn BSF) Under SHQ BSF Teliamura

Soil investigation by boring up to 15.00 mtrs depth in all type of soil/rock strata at various location, performing SPT at 1.50 mtr interval as per IS 2131-1981. Collection of disturbed/ undisturbed soil samples of different strata of soil as per direction of Engineering-in-Soil investigation by boring up to 15.00 mtrs depth in all type of soil/rock strata at various location, performing SPT at 1.50 mtr interval as per IS 2131-1981. Collection of disturbed/ undisturbed soil samples of different strata of soil as per direction of Engineening-in-Charge. Visual and engineering classification sieve analysis and hydrometer analysis, Liquid, plastic and shrinkage limits, specific gravity, chemical analysis and free swell index determination laboratory test to be performed on disturbed and undisturbed soil sample. Bulk density, moisture content, direct shear test, unconfined compression test one dimensional consolidation test and triaxial shear test (un-consolidation, undrained, consolidation- undrained test with measurement of pore water pressure, consolidated drained) laboratory test to performed on undisturbed soil sample. Visual classification water- absorption slope durability, porosity and density, unconfirmed compression test (Both at saturated and in situ water-contest), rock modulus of elasticity and Poisson's ration, Brazilian tensile- strength and point load-strength index laboratory test to be performed on rock samples. Submission of all test reports along with safe bearing capacity of Soil at different levels- in triplicate..

Providing consultancy for structural analysis and design for RCC framed structure with design of M S Tubular truss including purlins etc, which includes structural design philosophy, Structural design and preparation of working structural drawings with full structural detailing of all structural members i.e foundation / footings columns beams and other joinery details etc including submission of input data, analysis, BOQ (as per latest DSR) and design data, including structural drawings 4 nos (A1 size). set of all structural drawing, along with soft copy and 3D detail architectural including single line diagram electrical wiring and installation (Interior & Exterior) of design will be handed over to the department as per direction of Engineering-In-Charge. The structural drawing/ design shall be got vetted from any IIT/NIT or Govt Engineering college as approved by Engineer-In-Charge and vetted charges shall have to be pay/attended by consultant. However, consultant has to properly coordinate with the Institute to get the design drawings vetted. Any charges/ corrections asked by Institute shall have also to be attended by the consultant till final drawings for construction duly vetted by institute are not issued. C/O Adm Block (Balance portion), 28 Men Barrack (Balance Portion) Sos Room, Garrage and Pol Store, Electric Substation, Pump Room, Gen Shed, Sarv Dharam Sthal ,02 Nos Central Morcha ,04 Nos Corner Bunker , 02 Nos 2- Men Bunkers

Carrying out the Digital/topographical survey for preparation of plan with all features such as trees, buildings,boundary walls, electric poles, HT line poles, Hand pump, Drain, Road, Water Bodies, Shades etc. using electronic total station (Computerized Survey) machine theodolite cum distometer of 1 second accuracy & preparation of plan on Auto CADD with different colours & notations including providing one soft & two hard Copies for each location as per direction of engineer-in-charge

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