Chenab Valley Power Projects ltd has published Tender For Diamond Core Drilling As Per Relevant Is Codes In All Types Of Strata At Dam Site, Kidur Nala And Surge Shaft Of Kirthai-Ii He Project, J And K. Submission Date for this Tender is 09-11-2022. Retaining Hardware Tenders in Kishtwar Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Transportation cost of Drilling equipment like, Machines, Pumps and accessories by 10T capacity motor vehicles including loading, unloading and security complete from nearest rail head i.e Udhampur to work site. |
2 | Dismantling, transportation and assembling of Drilling Machines of different capacity complete by head load including cost of labour, T&P, etc. as per directions of Enginee-in-charge. |
3 | Up to 100m lead |
4 | Up to 500m lead |
5 | Extra for 100m lead beyond item 2.1 & 2.2 (For this Item, rate per 100m is to be quoted by the bidder) |
6 | Construction of platform with locally available material of size 6m x 6m x 1m for housing the Drilling Machine complete with cost of labour, material, T&P and transport as per directions of Engineer-in-charge. |
7 | Laying of temporary water supply pipelines (25 mm diameter and above) of varying lengths from the nearest water source and construction of temporary water retaining pit of size 2m x 1m x 0.5m complete with cost of all labour, material, T&P and transport as per directions of Engineer-in-charge, including the cost of G.I pipes and fittings: |
8 | Up to 200m for dam site, Kidur Nala and TRT outlet Holes |
9 | Up to 500m for Surge Shaft hole |
10 | Carrying out of Diamond Core Drilling in NX size in different formations and at locations other than under water not involving construction of floating platform including preservation of cores in core boxes of standard dimensions made of seasoned local wood as per BIS standards, their marking and taking colour photographs of the preserved cores etc. complete with cost of all labour, T&P and POL as per directions of Engineer-in-charge. |
11 | In overburden soil and sandy strata up to 100m depth |
12 | In Hard Rock formation up to 100m length |
13 | In Hard Rock formation beyond 100m and up to 300m depth |
14 | Construction of floating platform of size 9.0m x 9.0m using heavy duty steel drums of industrial use including cost of allied materials, labour, T&P complete as per directions of Engineer-in-charge. |
15 | Water Permeability Tests at different depths: |
16 | Up to 100m |
17 | From 100m to 300m |
18 | Making approach path and cutting of steps in hilly terrain including cost of labour and T&P complete for 1.5m wide path. |
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