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Last updated on 05/09/2026.
To carrry out the test to ascertain soil profiles salash proporation to dertermine safe bearing capacity with field and lab investigation etc. complete all as per specification. , 150mm diameter bore hole Bore hole upto depth 10 mtrs by using manual slash machine as per IS specification, Collection of disturbed soil, Conduction lab test on disturbed soil sample, Plate Load Teast for K Value
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Field Testing
Mobilization and Demobilization, Bore Hole GL to 10m depth, Bore Hole 10m to 20m depth, Hard Rock Bore Hole, Trial Pit, Collection of Undisturbed Sample, Collection of Disturbed sample, Earth Resistivity Test, Standard Penetration Test, Natural Moisture Content Test, Determination of Atterberg Limits, Specific Gravity Test, Dry and Bulk density Test, Consolidating Tests, Grain size analysis GSA mechanical Sieve, Grain size analysis GSA hydrometer analysis, Standard Proctor Test, Modified Proctor Test, Direc
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a Boring Drilling 150 mm dia bore holes upto 10 mtr depth, b Collection of disturbed and undisturbed soil sample at interval of 1 mtr, c To carry out the test to ascertain soil profile proportion to determine safe bearing capacity complete with field, d Conduct lab test on disturbed soil samples, e Conducting lab test on undisturbed soil sample as considered necessary according to relevant specification, g Liquefaction analysis to be enclosed with the soil investigation report, h Recommendation for pile fou
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Soil investigation work including conduction of standard penetration test up to depth 6 M as given in Sl No 1 of specification document, Direct shear Test as given in Sl No 2 of specification documents, Tri axial shear test as given in Sl No 3 of specification document, Consolidation test as given in Sl No 4 of secification document, Field density as given in Sl No 5 of specification document, Liquid Limit as given in Sl No 6 of specification document, Plastic limit as given in Sl No 7 of specification docu
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Athletic Field/ Sports Field
Construction of running tra
construction of running track in gymnasium 1. Cement concrete 1: 8: 16 flooring 2. Cement concrete 1: 8: 16 with stone aggregate 40 mm size in foundation and plinth. 3. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications 4. Extra for rolling to specifications 5. Earth work in excavation by mechanical means hydraulic excavator/manual means over areas exceeding 30 cm in depth, 1. 5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead up to 50 m and lift up to 1. 5 m, as directed by engineer in charge. 6. Earth work in excavation by mechanical means hydraulic excavator/manual means in foundation trenches or drains not exceeding 1. 5 m in width or 10 sqm on plan, including dressing of sides and ramming of bottoms, lift up to 1. 5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 7. Supply and stacking of fly ash conforming to irc 58 at site, including carriage, loading , u
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