|
| 1 | Mobilisation charges of all tools and plants along with accessories, materials, labours , supervision etc. at site of work required in connection with boring and testing work including setting up boring rigs and shifting to different Borehole points etc. and also including withdrawal of same from the site after completion the soil survey work - all complete as direction of E.I.C. 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 EIC. Detailed investigation |
| 3 | Collection of Undisturbed Samples by core cutter method Detailed investigation |
| 4 | Field determination of California Bearing Ratio as per IS 2720 (Part XXXI) |
| 5 | Dynamic Cone-Penetration Test using 50mm cone without using Bentonite slurry as per IS 4968 (Part – I). |
| 6 | Determination of Density of soil in place by Sand-replacement Method as per IS 2720 (Part – XXIII). |
| 7 | Laboratory Determination of California Bearing Ratio on Disturbed / Remoulded samples as per IS: 2720, Part XVIII.Soaked |
| 8 | Determination of Water Content as per IS 2720 (Part – II). Detailed investigation |
| 9 | Determination of Liquid Limit as per IS 2720 (Part – V). |
| 10 | Determination of Plastic Limit as per IS 2720 (Part – V) |
| 11 | Determination of Grain size analysis by Sieving as per IS 2720 |
| 12 | Determination of Grain size analysis by Hydrometer Method asper IS 2720 (Part – IV). |
| 13 | Determination of Specific Gravity as per IS 2720 (Part – III). |
| 14 | Determination of Water ContentDry Density relation usinglight compaction as per IS 2720 (Part – VII). |
| 15 | Determination of Free Swell Index of Soil as per IS 2720 (Part– VIII). |
| 16 | Laboratory Determination of Permeability as per IS 2720 (Part– XVII). |
| 17 | Tri-Axial Shear Test.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). |
| 18 | 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. per IS 2720 (Part – IV).Detailed Estimate |
| 19 | Add GST @ 18% of sum of item 1.00 to 18.00 |
| 20 | Add L.W. Cess @ 1% of sum of item 1.00 to 19.00 Please Enable Macros to View BoQ information |
