Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Eprocure
Opening Date25 Aug 2022
Closing Date12 Sep 2022
Tender Amount₹ 4,57,684
Costs
EMD
₹ 9,154Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PHED_398046_7Bid Award Id
ViewTender No
WBPHED/EE/NIeT-39/AD/2022-2023Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
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BOQ Items
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b) Depth greater than 10 m and upto 20 m
60
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350
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c) Depth greater than 20 m and upto 30 m
60
-
420
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d) Depth greater than 30m. and upto 40m
60
-
470
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Field investigation
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-
-
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Shallow boring by auger and collection of disturbed sample upto 10m. Depth (In Clayey Silty soil)
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-
-
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a) 0m.-6.0m.
36
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350
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Field investigation
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-
-
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Collection of Samples from the bore hole made as per B-a
(a) Disturbed
30
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120
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Field investigation
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-
-
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Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS:2131
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-
-
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(i) 0.0m - 10.0m
30
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350
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(ii) 10.0m-20.0m
42
-
460
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(iii) 20.0m-30.0m
42
-
570
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Laboratory Investigation:
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i) Liquid Limit as per IS 2720 (Part – V).
36
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350
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ii) Plastic Limit as per IS 2720 (Part – V)
36
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350
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iii) Grain size analysis by Sieving as per IS: 2720 (Part – IV).
42
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530
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iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV)
42
-
690
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v) Determination of Water Content as per IS: 2720 (Part – II).
54
-
140
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vi) Determination of Specific Gravity as per IS: 2720 (Part – III).
54
-
460
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vii) Direct Shear Test as per IS 2720 (Part – XIII).
18
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570
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viii) Determination of Unconfined Compression Strength as per IS: 2720 (Part – X) (a) Undisturbed.
18
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690
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xiv) Determination of Consolidation Properties as per IS:2720 (Part XIV).
18
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920
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xvi) Tri-Axial Shear Test.
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-
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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)
18
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920
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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
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1600
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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.
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a) Detailed Investigation.
2
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12500
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Add @12% GST e
1
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48552
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Add @1% Cess
1
-
4531.52
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