Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date15 Nov 2024
Closing Date22 Nov 2024
Tender Amount₹ 2,08,019
Costs
EMD
₹ 4,160Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
E-nit No - Wbiw/ee-ii/joy/nit- 4(e)/ 2024-25 Sl04
Description
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Contact
Tender Id
2024_IWD_769534_4Bid Award Id
ViewTender No
e-NIT No - WBIW/EE-II/JOY/NIT- 4(e)/ 2024-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
General Specifications of USoR of IWD and PWD, EMD Exemption Order,Meorendum of karmasree
BOQ Items
... More
Depth 0m to 10 m
30
345
10369
... More
Depth greater than 10m and upto 20 m
30
417
12514
... More
Depth greater than 20m and upto 30 m
30
500
15017
... More
Extra for boring in water (1.2m and higher
depths).
1
12716
12717
... More
Laboratory Investigation
-
-
-
... More
i) Liquid Limit as per IS 2720 (Part – V).
9
417
3754
... More
ii) Plastic Limit as per IS 2720 (Part – V)
9
417
3754
... More
Grain size analysis by Sieving as per IS 2720 (Part – IV).
9
631
5685
... More
Grain size analysis by Hydrometer Methodper IS 2720 (Part – IV).
9
822
7401
... More
Determination of Water Content as per2720 (Part – II).
6
166
1001
... More
vi) Determination of Specific Gravity as per 2720 (Part – III).
9
548
4934
... More
Direct Shear Test as per IS 2720 (Part – XIII).
6
679
4076
... More
Determination of Unconfined Compression Strength as per IS 2720 (Part – X).
Undisturbed
9
822
7401
... More
Determination of Unconfined Compression Strength as per IS 2720 (Part – X).
Remoulded
6
1096
6579
... More
Determination of Consolidation properties as per IS 2720( part-XIV)
12
1096
13158
... More
Tri-Axial Shear Test
-
-
-
... More
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 – XI).
18
1370
24670
... More
Laboratory Determination of Permeability as per IS 2720 (Part– XVII).
6
822
4934
... More
FieldTest: Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost
-
-
-
... More
0.00m. - 10.00 m.
3
274
822
... More
10.00m. - 20.00 m.
3
417
1251
... More
20.00m. - 30.00 m.
3
548
1645
... More
Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
-
-
-
... More
0.00m. - 10.00 m.
12
417
5006
... More
10.00m. - 20.00 m.
12
548
6579
... More
20.00m. - 30.00 m.
12
679
8152
... 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.
Detailed Investigation
1
14897
14898
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