Irrigation And Waterways Department Tender
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Irrigation And Waterways Department - IWD Tender
Civil And Construction
Bridge Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date2 Dec 2024
Closing Date9 Dec 2024
Tender Amount₹ 1,82,524
Costs
EMD
₹ 3,650Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IWD_776480_1Bid Award Id
ViewTender No
WBIW/EE-II/DCD/e-NIT-24 /2024-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://http://hid.gov.in/
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BOQ Items
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iii) Depth greater than 20m and upto 30m.
20
560
11203
... More
B. Field Investigation:
iii) Collection of Samples from the bore hole
made as per B-a.
(a) Undisturbed.
15
417
6257
... More
(b) Disturbed.
45
143
6436
... 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.
10
417
4171
... More
(ii) 10.0m - 20.0m.
10
548
5482
... More
(iii) 20.0m - 30.0m.
10
679
6793
... More
A. Laboratory Investigation:
i) Liquid Limit as per IS 2720 (Part – V).
15
417
6257
... More
ii) Plastic Limit as per IS 2720 (Part – V)
15
417
6257
... More
iii) Grain size analysis by Sieving as per IS 2720
(Part – IV).
15
631
9475
... More
iv) Grain size analysis by Hydrometer Method as
per IS 2720 (Part – IV).
15
822
12335
... More
v) Determination of Water Content as per IS
2720 (Part – II).
15
166
2503
... More
vi) Determination of Specific Gravity as per IS
2720 (Part – III).
15
548
8223
... More
xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
15
1096
16447
... 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
1096
16447
... 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
1906
1907
... 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
14897
14898
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