Thdc India Limited-TIL has published Geotechnical Investigation For Comprehensive Solution For Slope Stability Of Road Between Zero Bridge To Koteshwar .. Submission Date for this Tender is 02-01-2021. Geotechnical Investigation Tenders in KHEP KOTESHWAR Uttarakhand. Bidders can get complete Tender details and download the document.
| Name of Work: Geotechnical investigation for comprehensive solution for slope stability of road between Zero bridge to Koteshwar. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Moblisation of Drilling equipments like, Machines, Pumps and accessories and required man power etc, including transportation and its loading, unloading at work site situated at zero bridge to koteshwar road, Tehri Garhwal, Uttarakhand and its demobilisation . | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | For core drilling machine | BI01010001010000000000000515BI0100001113 | 1 | Nos |
| 3 | 1.02 | For percussion drilling machine | BI01010001010000000000000515BI0100001114 | 1 | Nos |
| 4 | 2 | shifting of Drilling Machine by dismentling, transportation by head load or power transport at every bore hole lacation and assembling of complete and construction of plateform with locally available material for housing the drilling machine complete and laying of temporary water supply pipelines of varying lengths from the nearest water source/ necessary arrangement of water required for drilling at every bore hole lacation and making approach path and cutting of steps in hilly terrain for transportation of drilling equipment at the drilling location including all cost of labour and T&P required for proper completion of drilling work or as per directions of engineer-in-charge. Water may be made available by THDCIL at nearest road head. | BI01010001010000000000000515BI0100001115 | ||
| 5 | 2.01 | For core drilling machine | BI01010001010000000000000515BI0100001116 | 16 | Nos |
| 6 | 2.02 | For percussion drilling machine | BI01010001010000000000000515BI0100001117 | 12 | Nos |
| 7 | 3 | Carrying out of Diamond Core Drilling in Nx (76 mm dia)size in different formations with cost of all labour, T&P and POL including preservations of cores in core boxes of standard dimensions made of seasoned local wood as per BIS standards and as per directions of engineer-in-charge. (Including cost of core boxes).Including electricity charges and cost of temporary casing required for drilling | BI01010001010000000000000515BI0100001118 | ||
| 8 | 3.01 | In overburden soil and sandy strata mixed with boulders | BI01010001010000000000000515BI0100001119 | 165 | Mtr |
| 9 | 3.02 | In all type of rock formation | BI01010001010000000000000515BI0100001120 | 10 | Mtr |
| 10 | 4 | Carrying out of Diamond Core Drilling in Hx size (100 mm dia) in different formations with cost of all labour, T&P and POL including preservations of cores in core boxes of standard dimensions made of seasoned local wood as per BIS standards and as per directions of engineer-in-charge. (Including cost of core boxes). Including electricity charges and cost of temporary casing required for drilling | BI01010001010000000000000515BI0100001121 | ||
| 11 | 4.01 | In overburden soil and sandy strata mixed with boulders | BI01010001010000000000000515BI0100001122 | 233 | Mtr |
| 12 | 4.02 | In all type of rock formation | BI01010001010000000000000515BI0100001123 | 17 | Mtr |
| 13 | 5 | Drilling by percussion drilling with cost of all labour, T&P, and POL in over burden and all types of rock as per directions of engineer-in-charge. Including electricity charges and cost of temporary casing required for drilling | BI01010001010000000000000515BI0100001124 | ||
| 14 | 5.01 | NX Size, Depth bet 15.0 M to 70.0M | BI01010001010000000000000515BI0100001125 | 400 | Mtr |
| 15 | 6 | Supply and installation of casing pipe of 70 mm outer dia and 58 mm innner dia as per specifications for inclinometer system. Including grouting of the Space between borehole and inclinometer casing outer dia or filled with local debris material and compacted with optimum water. The bottom and top of casing pipe must be capped to stop ingress of water and prevent chocking when probe is not entered for taking inclinometer measurements. The bottom 1-2 m portion of the casing should be in stable bedrock or should be pressure grouted if ended in debris or unstable strata. | BI01010001010000000000000515BI0100001126 | ||
| 16 | 6.01 | Casing material = ABS (Acrylonitrile Butadiene Styrene) | BI01010001010000000000000515BI0100001127 | 250 | Mtr |
| 17 | 7 | Water permeability Tests at different depths. | BI01010001010000000000000515BI0100001128 | 57 | Nos |
| 18 | 8 | Supply of Portable inclinometers / measurement systems with its all accessories as per attached specifications | BI01010001010000000000000515BI0100001129 | 1 | Nos |
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