Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date18 Jul 2024
Closing Date25 Jul 2024
Tender Amount₹ 2,05,170
Costs
EMD
₹ 4,103Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IWD_713330_9Bid Award Id
ViewTender No
WBIW/EE-I/DCD/e-NIT-11/2024-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
... More
(iii) Depth greater than 20m and upto 30m
30
16805
560.15
... More
Field Investigation
iii) Collection of Samples from the bore hole
made as per B-a
(a)Undisturbed
15
6257
417.13
... More
(b) Disturbed
45
6436
143.02
... More
vi) Standard Penetration Tests (S.P.T.) by Split
Spoon Sampler in the bore hole as per IS
2131.(i)0.0m - 10.0m.
15
6257
417.13
... More
(ii)10.0m-20.0m
15
8223
548.23
... More
(iii)20.0m-30.0m
15
10190
679.33
... More
A. Laboratory Investigation:
i) Liquid Limit as per IS 2720 (Part – V).
15
6257
417.13
... More
ii) Plastic Limit as per IS 2720 (Part – V)
15
6257
417.13
... More
iii) Grain size analysis by Sieving as per IS 2720
(Part – IV).
15
9475
631.65
... More
iv) Grain size analysis by Hydrometer Method as
per IS 2720 (Part – IV).
15
12335
822.34
... More
v) Determination of Water Content as per IS
2720 (Part – II).
15
2503
166.85
... More
vi) Determination of Specific Gravity as per IS
2720 (Part – III).
15
8223
548.23
... More
xiv) Determination of Consolidation Properties as
per IS 2720 (Part – XIV).
15
16447
1096.46
... More
xvi) Tri-Axial Shear Test.
a) Determination of Shear strength Parameters of a specimen tested in Unconsolidated Undrained Tri-axial
compression without measurement of pore water pressure as per IS 2720 (Part –XI).
15
16447
1096.46
... More
Carriage of all Disturbed & Undisturbed Samples
from site of work to the Divisional office or elsewhere
including loading and unloading as per direction of
Engineer-in-Charge. Detailed Investigation.
Note:-Some samples are to be kept at Sub-Division Office for Additional testing By the Engineer-in-Charge.
1
1907
1906.88
... More
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
14898
14897.5
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