Irrigation And Waterways Department Tender
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Irrigation And Waterways Department - IWD Tender
Civil And Construction
Bridge Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date26 Nov 2024
Closing Date12 Dec 2024
Tender Amount₹ 1,98,700
Costs
EMD
₹ 3,974Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbiw/ee-i/ldid/e-nit-14/24-25 Sl-16
Description
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Contact
Tender Id
2024_IWD_771928_16Bid Award Id
ViewTender No
WBIW/EE-I/LDID/e-NIT-14/24-25Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
... More
B. Field Investigation i) Shallow boring by auger and collection of disturbed sample upto 10m. Depth (In Clayey Silty soil)
a) 0m.-6.0m.
4
417
1669
... More
v) Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost.
(i)0.0m - 10.0m
8
274
2193
... More
Standard Penetration Tests (S.P.T.) by Split
Spoon Sampler in the bore hole as per IS
2131.
(i)0.0m - 10.0m
16
417
6674
... More
(ii)10.0m-20.0m
16
548
8772
... More
A. Laboratory Investigation
i) Liquid Limit as per IS 2720 (Part – V).
8
417
3337
... More
ii) Plastic Limit as per IS 2720 (Part – V)
8
417
3337
... More
iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).
8
631
5053
... More
iv)Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
8
822
6579
... More
v)Determination of Water Content as per IS 2720 (Part – II).
8
166
1335
... More
vi) Determination of Specific Gravity as per IS 2720 (Part – III).
8
548
4386
... More
viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X). a) Undisturbed.
8
822
6579
... More
viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X). b) Remoulded.
8
1096
8772
... More
xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
8
1096
8772
... More
xiii) Determination of Density Index (Relative Density of cohesion less soil) as per IS 2720 (Part – XIV).
8
1096
8772
... 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
1096
8772
... More
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.
2
1906
3814
... More
Carry out cross section survey work@ 30 mtr interval respectively including detailed cross section survey up to 20 mtr from the country side end of river bank/ embankment by using DGPS/RTK system which will cover exsisting permanent features along the river bank/ embankment including all cost of man & machineries, incidental charges etc.and Preparation and submission of 2 sets of drawing of cross section with proper level data in hard copy & also in soft copy including alingment map in the stipulated zone as per direction of EIC, including all cost of man & machineries, incidental charges etc. and Preparation and submission of 2 sets of drawing of cross section with proper level data in hard copy & also in soft copy including alingment map in the stipulated zone as per direction of EIC, including all cost of man & machineries, incidental charges etc.
16
1608
25743
... More
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 analysis of Bearing Capacities and settlements in bound and presentable form complete as per direction of Engineer-in-Charge.(Soil Exploration report & Survey report)
B) Detail Investigation
2
14897
29795
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