WAPCOS Limited Tender
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Costs
EMD
₹ 1,60,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
GEM/2025/B/5854498Tender No
GEM/2025/B/5854498Tender Authority
WAPCOS Limited ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
Final_c717238e-cce1-4134-8cae1737544797870_con7.mwrrdgr.mn@gembuyer.in.pdf
list-of-categories-where-trials-are-allowed_1712126171.pdf
BOQ Items
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Other Field Tests:
All the test parameters should be NABL accredited
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Trial pits (1.5 x 1.5 x 2.0) Cum
5
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UDS collected in every 3 m interval from EGL up to 15m depth
30
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Pressure meter test (Menard/OYO)
41
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Earth resistivity test (Wenner’s method ) covering in all 8 directions shall be conducted. Spacing of electrode shall vary. from 0.2 , 0 .4, 0 .6, 0 .8, 2 ,5,10,15 M.
5
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Conducting field CBR tests (in saturated condition) at various locations, and depth, all complete including saturation as per specification and directions of the Engineer at 0 m ( G L ) , 0 . 3 0 m a n d 0.5 m depth BGL
5
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Field Permeability test of soil/rock
30
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CHST: ASTM code to assess subsurface structure, thickness of layers, velocities of body waves, soil amplification factors up to a depth of not less than 20 mts below the existing ground level. Including drilling of 3 Bore holes and performing CHST test according to ASTM D4428/ D4428M
1
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Lab Tests for Soils
Conducting various Laboratory tests on SPT/UDS soil samples collected at every 1.5/3 m interval from EGL, at any Laboratory Testing Facility accredited the parameters by NABL and accreditation in compliance with ISO/IEC 17025 for laboratory testing and calibration scopes, including preparation of soil samples to determine the following properties of soil, all complete as per specifications
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Water Content
30
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Conducting Grain size analysis, Particle size & percent fines distribution of soil and soil classification (IS 1498), (Sieve analysis & Hydrometer) including Grain Size Distribution curve as per drawings, on Disturbed soil samples obtained from SPT or undisturbed samples as per specifications, IS 2720 (part-4).
32
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Atterberg Limits (Liquid, Plastic, and Shrinkage limits) as per the Specification IS 2720 (Part-5)
30
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Specific gravity
30
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Swell pressure and Free Swell index
30
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Proctor Compaction test
5
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Laboratory CBR as per IS 2720 (part 16)
5
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Consolidation Test (1 per Bore hole)
10
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Relative Density (for sand)
30
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Unconfined Compression Test
10
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Direct Shear Test (in case of cohesion-less and c-soil)
10
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Triaxial Test
4
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Laboratory Permeability Test
10
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Chemical analysis of soil to determine the, pH, Chloride, Sulphate
10
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Laboratory Tests for Rock
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Bulk Density and Water content
60
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Porosity and water absorption test
60
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Unconfined compressive strength test
60
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Point load index test
60
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Slake durability test
20
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Slope Stability analysis
3
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Preparation and Submission of report with recommendation of type of foundation and allowable bearing pressures for the soil at various depths. (01 soft & 01 Hard Copy)
1
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Total without GST
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GST @ 18%
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Total with GST
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