Public Works Department Tender
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Public Works Department - PWD Tender
Consultancy Services
Eprocure
Opening Date11 Feb 2025
Closing Date28 Feb 2025
Tender Amount₹ 2,66,093
Costs
EMD
₹ 5,322Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WBPWD_814478_1Tender No
WBPWD/AE/HCSD-II/eNIT-07/24-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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a) When casing pipe in used t prevent colapse of bore-hole (casing pipe to be finally withdrawn)
-
-
-
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i) Depth 0 M to 10 M
30
340
10200
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ii) Depth greater than 10m and upto 20m
30
400
12000
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(iii) Depth greater than 20m and upto 30m
30
470
14100
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Extra for boring in water (1.2m and higher depths)
3
10670
32010
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Field Investigation :
-
-
-
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Collection of samples from the bore hole made as per B-a
-
-
-
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(a) Undisturbed
18
350
6300
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(b) Disturbed
18
120
2160
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Field investigation
-
-
-
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Standard Penetration test (SPT) by split spoon sampler in the bore hole as per IS 2131
-
-
-
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(i)0.0m - 10.0m
15
350
5250
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(ii)10.0m-20.0m
15
460
6900
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(iii)20.0m-30.0m
15
570
8550
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Laboratory Investigation
-
-
-
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Liquid limit as per I.S.-2720 (Part V)
15
350
5250
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Plastic limit as per I.S.-2720 (Part V)
15
350
5250
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Grain size analysis by Hydrometer Method as
per IS 2720 (Part – IV).
15
690
10350
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Water content as per IS-2720-(part-II)
15
140
2100
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Specific gravity as per IS 2720 (part-III)
15
460
6900
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Direct shear test as per IS 2720 (Part XIII)
15
570
8550
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Unconfined compression strength as per IS 2720 (Part X)
15
690
10350
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(i)Undisturbed
-
-
-
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Determination of Consolidation Properties as per IS 2720 (Part – XIV).
15
920
13800
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Tri-Axial Shear Test.
-
-
-
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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).
15
920
13800
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Permiability test
15
690
10350
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Preparation and submission of report in six copies giving all relevant information data like site plan, bore log and water table, test results, calculation, discussion suggestion and recommendation in respect of Suitable foundation etc. including determination of silt factor calculation of water way and complete design of foundation including analysis of bearing capacity and settlement in bund and presentable from complete as per direction of Engineer-In-Charge.
1
12500
12500
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b) Detailed Investigation.
-
-
-
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Carriage of all disturbed and undisturbed samples from site of work to the Divisional Office or else where including loading and unloading as per direction of Engineer-In-Charge.
-
-
-
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Detailed Investigation
1
1600
1600
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Add GST @ 18% on Item Serial No.1 to 66
223270
-
40188
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Add CESS @ 1% on Serial No. 1 to 66
263458
-
2635
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