Irrigation And Waterways Department Tender
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Irrigation And Waterways Department Tender
Civil And Construction
Eprocure
Opening Date5 Jun 2023
Closing Date13 Jun 2023
Tender Amount₹ 3,49,341
Costs
EMD
₹ 6,987Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_IWD_538975_1Bid Award Id
ViewTender No
WBIW/EE/JID/e-NIT-04/23-24Tender Authority
Irrigation And Waterways Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
... More
Depth 0 to 10 m.
60
24313
405.21
... More
Depth greater than 10 m. and upto 20 m.
60
28603
476.72
... More
Depth greater than 20 m. and upto 30 m.
36
20165
560.15
... More
Field Investigation: Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost.
-
-
-
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0.0m - 10.0m
18
4934
274.11
... More
10.0m-20.0m
12
5006
417.13
... More
20.0m-30.0m
6
3289
548.23
... More
Collection of Samples from the bore hole made as per B-a Disturbed
24
3432
143.02
... More
Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
-
-
-
... More
0.0m - 10.0m
18
7508
417.13
... More
10.0m-20.0m
18
9868
548.23
... More
20.0m-30.0m
6
4076
679.33
... More
FIELD TEST ON ROCKS Boring and drilling of rocks and collection / recovery of rock core including supplying information on the physical condition and type of rock, length of pieces of core, joints, colour, weathering changes and other effects in the drilling logs as per IS 4464 and IS 5313 complete. By Diamond Drills
6
13229
2204.83
... More
Laboratory Investigation:
-
-
-
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Liquid limit as per IS-2720 ( Part - V)
36
15017
417.13
... More
Plastic Limit as per IS 2720 (Part – V)
36
15017
417.13
... More
Grain size analysis by Sieving as per IS 2720
(Part – IV).
18
11370
631.65
... More
Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
18
14802
822.34
... More
Determination of Water Content as per IS 2720 (Part – II).
24
4004
166.85
... More
Determination of Specific Gravity as per IS 2720 (Part – III).
36
19736
548.23
... More
Determination of Sand Content as per IS 2720 (Part – IV).
24
11727
488.64
... More
Determination of Free Swell Index of Soil as per IS 2720 (Part– VIII).
24
13158
548.23
... More
Determination of Consolidation Properties as per IS 2720 (Part – XIV).
24
26315
1096.46
... More
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).
24
26315
1096.46
... More
TEST OF MATERIAL: SAND Determination of Lacy’s Silt Factor
12
13158
1096.46
... More
Laboratory Test on Rocks Compressive Strength of Rock as per IS 1121 (Part-I)
6
4147
691.24
... More
Determination of Water Absorption as per IS: 1124
6
1645
274.11
... 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. Detailed Investigation
1
14898
14897.5
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