Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Consultancy Services
Civil And Architectural Services
Water Storage And Supply
Eprocure
Opening Date26 Jul 2024
Closing Date7 Aug 2024
Tender Amount₹ 2,13,952
Costs
EMD
₹ 4,279Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbphed/ae /niet -01/rsd /2024-2025_3
Description
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Contact
Tender Id
2024_PHED_721905_3Tender No
WBPHED/AE /NIeT-01/RSD/2024-2025Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
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Documents
BOQ Items
(iii) Depth greater than 20m and upto 30m
30
14100
470
(iv) Depth greater than 30m. and upto 40m
30
16500
550
Field Investigation
i) Collection of Samples from the bore hole made as per B-a
a) Undisturbed
6
2100
350
b) Disturbed
10
1200
120
Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
(i) 0.0m - 10.0m
15
5250
350
(ii) 10.0m-20.0m
20
9200
460
(iii) 20.0m-30.0m
20
11400
570
Laboratory Investigation:
i) Liquid Limit as per IS 2720 (Part – V).
18
6300
350
ii) Plastic Limit as per IS 2720 (Part – V)
18
6300
350
iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).
18
9540
530
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
18
12420
690
v) Determination of Water Content as per IS 2720 (Part – II).
6
840
140
vi) Determination of Specific Gravity as per IS 2720 (Part – III).
6
2760
460
vii) Direct Shear Test as per IS 2720 (Part – XIII).
9
5130
570
viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X). a) Undisturbed.
6
4140
690
viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X). b) Remoulded.
6
5520
920
ix) 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).
6
5520
920
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.
1
1600
1600
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. a) Detailed Investigation
1
12500
12500
Add 18% G.S.T. on all Items on Rs.
1
32313
32313.6
Add Labour welfare cess @ 1% on Rs.
1
2118
2118.34
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