Tender For Construction of Deficient Elements At Bop Pyrdwah Of 04 Bn Bsf Under Shq Bsf Jowai . Construction of Adm Block (Balance Portion) (Sh: Consultancy Services For Soil Investigation , Preparation Of Structural & Working Drawings And 3D Views A
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Project Description
Tender for Construction of Deficient Elements At Bop Pyrdwah Of 04 Bn Bsf Under Shq Bsf Jowai . Construction of Adm Block (Balance Portion) (Sh: Consultancy Services For Soil Investigation , Preparation Of Structural & Working Drawings And 3D Views As Per Approved Layout .)
BOQ
| Sl. No. | Item Description |
| 1 | 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. Please Enable Macros to View BoQ information |
| 2 | 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. Please Enable Macros to View BoQ information |
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