Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Eprocure
Opening Date22 Nov 2024
Closing Soon28 Nov 2024
Tender Amount₹ 1,51,920
Costs
EMD
₹ 3,038Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/ee-ii/cd/ E-nit-27e/2024-25, Sl-04
Description
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Contact
Tender Id
2024_IWD_770869_4Tender No
WBIW/EE-II/CD/ e-NIT-27e/2024-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
(ii) Depth greater than 10m and upto 20m
30
476
14302
(iii) Depth greater than 20m and upto 30m
30
560
16804
(Iiii) Extra for boring in water (1.2m and higher depths).
1
12716
12717
Field Investigation: Collection of Samples from the bore hole made as per B-a (0 m - 6.0 m) Disturbed
6
143
858
Field Investigation: Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost. (i) 0.0 m - 10.0 m
6
274
1645
(ii) 10.0 m - 20.0 m
6
417
2503
(iii) 20.0 m - 30.0 m
6
548
3289
Standard Penetration Tests(S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131. (i) 0.0 m - 10.0 m
6
417
2503
(ii) 10.0 m - 20.0 m
6
548
3289
(iii) 20.0 m - 30.0 m
6
679
4076
Laboratory Investigation: (i) Liquid Limit as per IS 2720 (Part – V).
6
417
2503
ii) Plastic Limit as per IS 2720 (Part – V).
6
417
2503
iii) Grain size analysis by Sieving as per IS 2720(Part – IV).
6
631
3790
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
6
822
4934
v) Determination of Water Content as per IS 2720 (Part – II).
6
166
1001
vi) Determination of Specific Gravity as per IS 2720 (Part – III).
6
548
3289
vii) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
6
1096
6579
viii) Tri-Axial Shear Test. 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).
6
1096
6579
Preparation and submission of report in 6 (Six) copies, giving all relevant information data like site plan, Borelog 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 analysisof Bearing Capacities and settlements in bound and presentable form complete as per direction of Engineer-in-Charge. (a) Detailed Investigation
1
14897
14898
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