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| 1 | 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 |
| 2 | 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. |
| 3 | Labour for making Bore-Holes of 150 mm to 250 mm 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 & Undisturbed 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 direction of Engineer-in-Charge.) a) When casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn): |
| 4 | Depth 0 m to 10 m |
| 5 | Depth greater than 10 m and up to 20 m |
| 6 | Depth greater than 20 m and up to 30 m |
| 7 | b) Extra for boring in water (1.2 m and higher than depth). |
| 8 | A. Laboratory Investigation |
| 9 | i)Liquid Limit as per IS 2720 (Part-V) |
| 10 | ii)Plastic Limit as per IS 2720 (Part-V) |
| 11 | iii)Grain Size Analysis by Sieving as per IS 2720 (Part-IV) |
| 12 | iv) Grain Size Analysis by Hydrometer Method as per IS 2720 (Part-IV) |
| 13 | v) Determination of Water Content as per IS 2720 (Part-II) |
| 14 | vi) Determination of Specific Gravity as per IS 2720 (Part-III) |
| 15 | vii) Direct Shear Test as per IS 2720 (Part-XIII) |
| 16 | viii) Determination of Unconfined Compression Strength as per IS 2720 (Part-X)a) Undisturbed |
| 17 | viii) Determination of Unconfined Compression Strength as per IS 2720 (Part-X)b) Remoulded |
| 18 | xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV). |
| 19 | xvi) Tri-Axial Shear Test a) Determination of Shear Strength Parameters of a specimen tested in Unconsolidated Undrained Tri-Axial Compression without measurement of pore water pressure as per IS 2720 (Part-XI) |
| 20 | B Field Investigation: |
| 21 | iii) Collection of Samples from the bore hole made as per B-a(a)Undisturbed |
| 22 | iii) Collection of Samples from the bore hole made as per B-a(b) Disturbed |
| 23 | vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131. |
| 24 | (i) 0.0m - 10.0m |
| 25 | (ii) 10.0m-20.0m |
| 26 | (iii) 20.0m-30.0m |
| 27 | 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 Please Enable Macros to View BoQ information |
