Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Consultancy Services
Eprocure
Opening Date4 Oct 2024
Closing Date22 Oct 2024
Tender Amount₹ 1,60,000
Costs
EMD
₹ 3,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Sub Soil Investigation For Construction Of New Academic Building At Diet Uttar Dinajpur
Description
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Contact
Tender Id
2024_WBPWD_760074_1Bid Award Id
ViewTender No
02/24-25/AE/RSD/SS/PWDTender Authority
Public Works Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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BOQ Items
... More
(i) Depth 0m to 10m metre.
20
8104
405.22
... More
(ii) Depth greater than 10m and upto 20m.
20
9534
476.72
... More
(ii) Depth greater than 20m and upto 30m.
10
5602
560.15
... More
(ii) Depth greater than 30m and upto 40m.
10
6555
655.5
... More
A. Laboratory Investigation:
i) Liquid Limit as per IS 2720 (Part – V).
8
3337
417.13
... More
ii) Plastic Limit as per IS 2720 (Part – V)
8
3337
417.13
... More
iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).
8
3337
417.13
... More
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
8
6579
822.34
... More
v) Determination of Water Content as per IS 2720 (Part – II).
20
3337
166.85
... More
vi) Determination of Specific Gravity as per IS.
2720 (Part – III).
8
4386
548.23
... More
vii) Direct Shear Test as per IS 2720 (Part – XIII).
8
5435
679.33
... More
viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X).
a) Undisturbed.
8
6579
822.34
... More
xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
8
8772
1096.46
... More
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)
8
8772
1096.46
... More
c) Determination of Shear strength Parameters
of a soil from Consolidated Drained Test as
per IS 2720 (Part – X).
8
13157
1644.68
... More
B Field Investigation:
iii) Collection of Samples from the bore hole made as per B-a
(a) Undisturbed
8
3337
417.13
... More
(b) Disturbed
8
1144
143.02
... More
vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
(i) 0.0m - 10.0m
8
3337
417.13
... More
(b) 10.0m - 20.0m
8
4386
548.23
... More
(b) 20.0m - 30.0m
4
4373
1093.26
... 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.
b) Detailed Investigation
1
14898
14897.5
Evaluation Notes How It Works ?
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