Nuclear Power Corporation Of India Limited Tender
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Costs
EMD
₹ 10,67,732Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NPCIL_209568_1Bid Award Id
ViewTender No
NPCIL/HQ/CMM-WG/92/2024/LT/174Tender Authority
Nuclear Power Corporation Of India Limited ViewPurchaser Address
-Website
http://etenders.gov.in
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Documents
BOQ Items
NX driling From 40 M below GL to 60 M below GL
1055
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NX driling From 60 M below GL to 80 M below GL
480
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NX driling From 80 M below GL to 100 M below GL
480
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NX driling From 100 M below GL to last drilling depths below GL
600
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Providing GI Core boxes as per IS 4078 to include 6 m cores and as per EIC intructions.
800
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Locating bore hole, shifting & Setting up of drilling equipment at each of the drill locations including following activities: 1. Conducting survey and locating the borehole as per the drawing or as directed by engineer in charge by using total station with all accessories. The location of the borehole to be identified based on the coordinates provided in the drawing by transferring the coordinates from the marked up points given in the drawing/ shown by Engineer along with grid / bench mark. The distance of survey traverse will not be more than 2 KM. Use of GPS instruments for locating bore holes will not be acceptable, however it may be used as a confirmatory system only.
2. Making temporary access roads as required to the boring/ drilling locations from existing approach roads to site.
3. Arranging water supply for the drilling and testing. 4. This item shall be operated only once for each bore hole. Any replacement or change of equipment needed due to any reasons, contractor shall carry out at his own cost. 5. Required Site clearance, earthwork etc. suiting for mounting of the equipment and creating working environment.
6. No extra payment shall be made for any criss-cross or back and forth movement of the rig after setting, required for proper positioning, including marking the drill hole location on ground by actual survey, as per the drawing or instructions of the Engineer in charge.
100
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Dry/Bulk density and specific gravity as specified in the drawing and IS codes and as directed by the EIC
100
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Uniaxial compression test to determine un-confined compressive strength along with Young's Modulus E and Poisson's ratio as per field conditions and as instrcuted by EIC.
750
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Tensile test by Brazilian method as per IS 10082 and as instrcuted by EIC.
50
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Tensile test by Point load method as per IS 8764 as per field conditions and as instrcuted by EIC.
150
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Triaxial Tests , Without saturation and as instrcuted by EIC and IS codes.
Note: 3 samples tetsted at different cell pressure consitute 1 set
60
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Triaxial Tests , Without saturation and as instrcuted by EIC and IS codes.
Note: 3 samples tetsted at different cell pressure consitute 1 set
60
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Determination of Water absorption and Porosity as per relevant IS Code and as instructed By EIC.
50
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Detailed Petrographic examination of core including grinding thin sections for study under electronic microscope, taking photo (micro-graphs) of sections and assessment of strained quartz etc complete for including in the report and submission of report and as per EIC instructions.
5
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Carrying out pressure meter tests (Expansion type) tests in rock, up to 200 bars, in holes at specified depths (upto drilling depths as per Founding level as mentioned in drawings) for estimation of modulus of elasticity of rock etc. as per IS 12955 parts specifications and drawings in selected boreholes as directed by Engineer in charge and establishment of Elastic Modulus and Deformation modulus and Safe bearing capacity of each building in report form as per IS standard and as per EIC instructions. It is note that shall be prepared and Interprated by Experienced Geotechnical Enginer
815
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