Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Excavation
Eprocure
Opening Date16 Jul 2024
Closing Date24 Jul 2024
Tender Amount₹ 1,28,309
Costs
EMD
₹ 2,566Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IWD_712803_8Bid Award Id
ViewTender No
WBIW/EEII/LDCD/e-NIT03/2024-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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Some samples are to be kept at Sub-Division Office for Additional testing By the Engineer-in-Charge.
1
1907
1906.88
... More
Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.)including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.
a)When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn.)
-
-
-
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(i)Depth 0m to 10m x 2 Nos.
20
8104
405.21
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(ii)Depth greater than 10m and upto 20m x 2Nos.
20
9534
476.72
... More
(iii)Depth greater than 20m and upto 30m x 2Nos.
20
11203
560.14
... More
A. Laboratory Investigation:
-
-
-
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i)Liquid Limit as per IS 2720 (Part – V).
6
2503
417.13
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ii) Plastic Limit as per IS 2720 (Part – V).
6
2503
417.13
... More
iii)Grain size analysis by Sieving as per IS 2720(Part – IV).
6
3790
631.65
... More
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
6
4934
822.34
... More
v) Determination of Water Content as per IS 2720 (Part – II).
6
1001
166.85
... More
vi) Determination of Specific Gravity as per IS 2720 (Part – III).
6
3289
548.22
... More
vii)Direct Shear test as per IS2720(Part-xiii)
4
2717
679.32
... More
viii) Determination of unconfined compression strength as per IS2720 (Part-X) Undisturbed
4
3289
822.34
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b) Remoulded
4
4386
1096.45
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xiv) Determination of Consolidation Properties as per IS2720 (Part-XIV)
4
4386
1096.45
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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).
4
4386
1096.45
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A. Field Investigation:
(i) Collection of Samples from the bore hole made as per B-a
(a) Disturbed
6
858
143.01
... More
A. Field Investigation:
(i)Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost.
-
-
-
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(i) 0.0m - 10.0m
4
1096
274.11
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(ii) 10.0m-20.0m
4
1669
417.13
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(iii) 20.0m-30.0m
4
2193
548.22
... More
vi)Standard Penetration Tests(S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
-
-
-
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(i) 0.0m - 10.0m
6
2503
417.13
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(ii) 10.0m-20.0m
6
3289
548.22
... More
(ii) 20.0m-25.0m
6
4076
679.33
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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
1
14898
14897.5
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