Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Irrigation Work
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date23 Oct 2024
Closing Date6 Nov 2024
Tender Amount₹ 4,84,825
Costs
EMD
₹ 9,697Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/ee/mid/enit-34/2024-25, Sl-02
Description
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Contact
Tender Id
2024_IWD_764239_2Bid Award Id
ViewTender No
WBIW/EE/MID/eNIT-34/2024-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
(iii) Depth greater than 20m and upto 30m
60
560
33609
B Field Investigation:
iii) Collection of Samples from the bore hole
made as per B-a (a)Undisturbed
42
417
17519
(b) Disturbed
42
143
6007
Standard Penetration Tests (S.P.T.) by Split
Spoon Sampler in the bore hole as per IS
2131.
(i)0.0m - 10.0m
12
417
5006
(ii)10.0m-20.0m
12
548
6579
(iii)20.0m-30.0m
12
679
8152
xiv) Observation of Water Table
6
8235
49412
A. Laboratory Investigation:
i) Liquid Limit as per IS 2720 (Part – V).
42
417
17519
ii) Plastic Limit as per IS 2720 (Part – V)
42
417
17519
iii) Grain size analysis by Sieving as per IS 2720
18
631
11370
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
18
822
14802
v) Determination of Water Content as per IS 2720 (Part – II).
42
166
7008
vi) Determination of Specific Gravity as per IS 2720 (Part – III).
18
548
9868
vii) Direct Shear Test as per IS 2720 (Part – XIII).
18
679
12228
viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X).
a) Undisturbed.
6
822
4934
b) Remoulded.
6
1096
6579
ix) Determination of Sand Content as per IS
2720 (Part – IV).
6
488
2932
x) Determination of Shrinkage Factor as per IS 2720 (Part – VI).
6
607
3647
xi) Determination of Water Content Dry Density relation usinglight compaction as per IS 2720 (Part – VII).
6
1370
8223
xii) Determination of Water ContentDry Density relation usingheavy compaction as per IS 2720 (Part – VIII).
6
1894
11370
xiii) Determination of Density Index (Relative
Density of cohesion less soil) as per IS 2720
(Part – XIV).
6
1096
6579
xvi) Tri-Axial Shear Test.
b) Determination of Shear strength
Parameters of a specimen tested in
Consolidated Undrained Tri-axial
compression Test with measurement of
pore water pressure as per IS 2720 (Part –
XII).
6
1370
8223
c) Determination of Shear strength
Parameters of a soil from Consolidated
Drained Test as per IS 2720 (Part – X)
6
1644
9868
xvii) Laboratory Determination of Permeability as per IS 2720 (Part– XVII).
6
822
4934
xviii) Determination of Field Moisture Equivalent as per IS 2720 (Part– XVIII).
6
548
3289
xx) Determination of Linear Shrinkage as per IS 2720 (Part– XX).
6
953
5721
xxi) Laboratory Total Soluble Solid as per IS 2720 (Part– XXI).
6
822
4934
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.
b) Detailed Investigation
1
14897
14898
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