Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Excavation
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date15 Nov 2024
Closing Soon22 Nov 2024
Tender Amount₹ 1,88,101
Costs
EMD
₹ 3,762Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
E-nit No - Wbiw/ee-ii/joy/nit- 4(e)/ 2024-25 Sl02
Description
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Contact
Tender Id
2024_IWD_769534_2Tender 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
(ii) Depth greater than 10m and upto 20 m
30
476
14302
(iii) Depth greater than 20m and upto 30 m
30
560
16805
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.
1
1906
1907
Laboratory Investigation
-
-
-
i) Liquid Limit as per IS 2720 (Part – V).
5
417
2086
ii) Plastic Limit as per IS 2720 (Part – V)
5
417
2086
Grain size analysis by Sieving as per IS 2720 (Part – IV).
5
631
3158
Grain size analysis by Hydrometer Methodper IS 2720 (Part – IV).
5
822
4112
Determination of Water Content as per2720 (Part – II).
5
166
834
vi) Determination of Specific Gravity as per 2720 (Part – III).
5
548
2741
Direct Shear Test as per IS 2720 (Part – XIII).
2
679
1359
Determination of Unconfined Compression Strength as per IS 2720 (Part – X).
Undisturbed
2
822
1645
Determination of Consolidation properties as per IS 2720( part-XIV)
2
1096
2193
Tri-Axial Shear Test
-
-
-
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).
1
1370
1371
Determination of Shear strength Parameters of a soil from Consolidated Drained Test as per IS 2720 (Part – X).
1
1644
1645
Laboratory Determination of Permeability as per IS 2720 (Part– XVII).
1
822
822
Determination of Field Moisture Equivalent as per IS 2720 (Part– XVIII).
1
548
548
Determination of pH Value as per IS 2720 (Part– VIII).
1
548
548
Laboratory Vane Shear Test as per IS 2720 (Part-XVIII).
1
822
822
B Field Investigation:
Collection of Samples from the bore hole made as per B-a
-
-
-
Undisturbed
9
417
3754
Disturbed
9
143
1287
Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
-
-
-
0.00m. - 10.00 m.
6
417
2503
10.00m. - 20.00 m.
3
548
1645
Determination of Density of soil in place by Sand-replacement Method as per IS 2720 (Part – XXIII).
1
679
679
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
Topographical survey work with 10m x 10m grid size along with contouring with suitable interval capturing all sorts of ground features using total station instrument as per direction of the Engineer-in-Charge alongwith preparation & submission of necessary survey drawings, topographical map with report in both soft and 5 nos. hard copies at different mouzas in Sundarban area.
80000
-
62400
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