SOIL TESTING FOR DETERMINATION OF CBR VALUE FOR BITUMINOUS ROAD AND DETERMINATION OF CBR VALUE AND K VALUE FOR BUILDINGS FOR INDUCTION OF MRSAM AT AF STATION SURATGARH

Amount

BOQ (SOIL TESTING FOR DETERMINATION OF 'CBR' VALUE FOR BITUMENEOUS ROAD AND DETERMINATION OF 'CBR' VALUE AND K VALUE FOR BUILDINGS FOR INDUCTION OF MRSAM AT AF STATION SURATGARH. )

(a) Soil testing and investigation in place (Filed Investigation) Determinations of CBR values testing and investigation in place i. e. field testing and related laboratory testing will be carried out as perthe standerd mathods and procedures in accordance of IS codes, soil testing manuals etcincluding good disturbing portion:- Test and investigation to be carried out and marked/plotted on charts tables are as under:- (i) CBR (California Bering Ratio) of soil in place As per IS 2720 (Part XXXi) of 1990 and soil manual (The Asphalt Institue) ser No 10. (ii) Laboratory determinations of permability as per IS-2720 (Part 36 of 1987). (iii) Partcles/Grain size analysis and determination of soil constants in accordance of IS-2720(Part-IV) 1985. (iv) Liquid limits, plastic limit and plasticity index As per IS-2720 (Part V) 1985. (v) Relativity moisture dencity test As per IS-2720 (Part II) 1980 for heavy load pavements as per IS-2720 (Part-VII)1983. (vi) In place density A: As per IS-1720 Part-XXIX) 1975. (vii) CBR (California Bering Ratio) of laboratory compacted soils As per IS-2720 (Part-XVI) 1987, including determination of existing soil profiles. (viii) Swelling properties and swell indes As per IS-2720 (Part-XL) 1977 and (Part-XLI) 1977. (ix) Soil classification As per IS-1496 of 1970 for Engineering purposes. (x) Determination of organic materils in soil in accordance of IS-2720 Part-XXII of 1972. (xi) laboratory determinations of permeability As per IS-2720 (Part 36 of 1987 and Part-13 of 1972). (b) Test to be conducted at a distance of 500m approximate, staggered on left edge, centre and right edge of the road alignment. (c) Field investigation be carried out for CBR Value and K Value as per IS 2720 Part 16 and Part 31 and as per IS 9214: 1979 for design of flexible and rigid pavement respectively.

(a) Soil testing and investigation in place (Filed Investigation) Determinations of CBR values and K value, testing and investigation in place i. e. field testing and related laboratory testing will be carried out as perthe standerd mathods and procedures in accordance of IS codes, soil testing manuals etc including good disturbing portion:- (i) CBR (California Bering Ratio) of soil in place As per IS 2720 (Part XXXi) of 1990 and soil manual (The Asphalt Institue) ser No 10. (ii) Laboratory determinations of permability as per IS-2720 (Part 36 of 1987). (iii) Partcles/Grain size analysis and determination of soil constants in accordance of IS-2720(Part-IV) 1985. (iv) Liquid limits, plastic limit and plasticity index As per IS-2720 (Part V) 1985. (v) Relativity moisture dencity test As per IS-2720 (Part II) 1980 for heavy load pavements as per IS-2720 (Part-VII)1983. (vi) In place density A: As per IS-1720 Part-XXIX) 1975. (vii) CBR (California Bering Ratio) of laboratory compacted soils As per IS-2720 (Part-XVI) 1987, including determination of existing soil profiles. (viii) Swelling properties and swell indes As per IS-2720 (Part-XL) 1977 and (Part-XLI) 1977. (ix) Soil classification As per IS-1496 of 1970 for Engineering purposes. (x) Determination of organic materils in soil in accordance of IS-2720 Part-XXII of 1972. (xi) laboratory determinations of permeability As per IS-2720 (Part 36 of 1987 and Part-13 of 1972). (b)Test to be conducted in 150mm dia bore holes up to 2.50mtr depth or at every change in strata. (c) Field investigation be carried out for CBR Value and K Value as per IS 2720 Part 16 and Part 31 and as per IS 9214: 1979 for design of flexible and rigid pavement respectively.

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