Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Excavation
Eprocure
Opening Date22 Jul 2024
Closing Date29 Jul 2024
Tender Amount₹ 2,38,265
Costs
EMD
₹ 4,765Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
E-n.i.t No - Wbiw/sdo/gisd/e-nit No.- 4/2024-25, Sl No. 1
Description
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Contact
Tender Id
2024_IWD_717396_1Bid Award Id
ViewTender No
WBIW/SDO/GISD/e-NIT NO.- 4/2024-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
(iii) Depth greater than 20m and upto 30m
30
16804
560.15
c) Extra for boring in water (1.2m and higher depths).
2
25433
12716.51
B. Field Investigation:
iii) Collection of Samples from the bore hole made as per B-a
(a) Undisturbed
30
12513
417.13
(b) Disturbed
30
4290
143.02
vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS2131.
(i) 0.0m - 10.0m
7
2919
417.13
(ii) 10.0m-20.0m
7
3837
548.23
(iii) 20.0m-30.0m
7
4755
679.33
A. Laboratory Investigation:
i) Liquid Limit as per IS 2720 (Part – V)
18
7508
417.13
ii) Plastic Limit as per IS 2720 (Part – V)
18
7508
417.13
iii) Grain size analysis by Sieving as per IS 2720 (Part – IV)
18
11369
631.65
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
18
14802
822.34
v) Determination of Water Content as per IS 2720 (Part – II)
12
2002
166.85
vi) Determination of Specific Gravity as per IS 2720 (Part – III)
12
6578
548.23
vii) Direct Shear Test as per IS 2720 (Part – XIII).
12
8151
679.33
viii) Determination of Unconfined Compression
a) Undisturbed. Strength as per IS 2720 (Part – X).
12
9868
822.34
xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
12
13157
1096.46
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).
12
13157
1096.46
xxiv) Determination of pH Value as per IS 2720 (Part– VIII).
1
548
548.23
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
1906.88
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 factorcalculation of waterways and complete design of foundation including analysis of Bearing Capacities and settlements inbound and presentable form complete as per direction of Engineer-in-Charge. b) Detailed Investigation
1
14898
14898
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