Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Bridge Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date14 Jul 2023
Closing Date27 Jul 2023
Tender Amount₹ 1,89,222
Costs
EMD
₹ 3,784Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_SH_547475_1Bid Award Id
ViewTender No
NIT3/AEKQCSD/UDHD/PWRD/2023_24Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge. Extra for boring in water (with deoth of water up to 3.0 m).
3
32010
10670
... More
B. Field Investigation Collection of Samples from the bore hole made as per B-a
Undisturb
6
2100
350
... More
Disturb
6
720
120
... More
(vi) Standard Penetration Test (S.P.T) by split spoon
(i) Depth 0 m to 10 m
24
8400
350
... More
(ii) Depth 10 m to 20 m
12
5520
460
... More
A. Laboratory Investigation:
i) Liquid limit as per IS 2720 (Part V)
6
2100
350
... More
ii) Plastic limit as per IS 2720 (Part V)
6
2100
350
... More
iii) Grain size analysis by Sieving as per IS 2720
(Part – IV).
6
3180
530
... More
iv) Grain size analysis by Hydrometer Method as
per IS 2720 (Part – IV).
6
4140
690
... More
v) Determination of Water Content as per IS
2720 (Part – II).
6
840
140
... More
vi) Determination of Specific Gravity as per IS
2720 (Part – III).
6
2760
460
... More
vii) Direct Shear Test as per IS 2720 (Part – XIII).
6
3420
570
... More
viii) Determination of Unconfined Compression
Strength as per IS 2720 (Part – X). On undisturb soil
6
4140
690
... More
x) Determination of Shrinkage Factor as per IS
2720 (Part – VI).
6
3060
510
... More
xiv) Determination of Consolidation Properties as
per IS 2720 (Part – XIV).
6
5520
920
... More
xxvii) Determination of Free Swell Index of Soil as
per IS 2720 (Part– VIII).
6
2760
460
... More
xvi) Tri Axial Shear stress
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
... More
b) Determination of Shear strength Parameters of a specimen tested in Consolidated Undrained Tri-axial compression Test with measurement of pore water pressure as per IS 2720 (Part – XII).
6
6900
1150
... More
c) Determination of Shear strength Parameters of a soil from Consolidated Drained Test as per IS 2720 (Part – X).
6
8280
1380
... 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.
1
1600
1600
... More
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. (b) Detailed Investigation
1
12500
12500
... More
Add GST @ 18%
158770
28578
18
... More
Add Labour Welfare Cess @ 1%
187348.6
1873
1
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