Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date11 Sep 2024
Closing Date25 Sep 2024
Tender Amount₹ 1,10,932
Costs
EMD
₹ 2,219Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WBPWD_749172_1Bid Award Id
ViewTender No
WBPWDSS/EEBNK/NIT-05/24-25(2nd Call)Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
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BOQ Items
A. Laboratory Investigation:
xiii) Determination of Density Index (Relative
Density of cohesion less soil) as per IS 2720
(Part – XIV).
2
1840
920
B Field Investigation:
xiv) Observation of Water Table
2
13820
6910
A. Laboratory Investigation:
xvii) Laboratory Determination of Permeability as
per IS 2720 (Part– XVII).
2
1380
690
A. Laboratory Investigation:
xxii) Determination of Organic Matter as per IS
2720 (Part– XXII).
2
920
460
A. Laboratory Investigation:
xxiv) Determination of pH Value as per IS 2720
(Part– VIII).
2
920
460
A. Laboratory Investigation:
xxv) Determination of Total Soluble Sulphate as
per IS 2720 (Part– VIII).
2
920
460
A. Laboratory Investigation:
xxvii) Determination of Free Swell Index of Soil as
per IS 2720 (Part– VIII).
2
920
460
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
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.
b) When drilling mud “Bentonite of suitable
consistency” is used to prevent collapse of bore
hole.
(i) Depth 0m to 10m For 2 nos bore
32
9280
290
B Field Investigation:
iii) Collection of Samples from the bore hole
made as per B-a
(b) Disturbed (For 2 nos. bore)
20
2400
120
B Field Investigation:
v) Collection of Undisturbed soil sample from the
bore hole to be made by the concerned
Division / Party at their cost.
(i)0.0m - 10.0m
4
920
230
B Field Investigation:
vi) Standard Penetration Tests (S.P.T.) by Split
Spoon Sampler in the bore hole as per IS
2131.
(i)0.0m - 10.0m
10
3500
350
A. Laboratory Investigation:
-
-
-
i) Liquid Limit as per IS 2720 (Part – V).
4
1400
350
ii) Plastic Limit as per IS 2720 (Part – V)
4
1400
350
iv) Grain size analysis by Hydrometer Method as
per IS 2720 (Part – IV).
4
2760
690
v) Determination of Water Content as per IS
2720 (Part – II).
4
560
140
vi) Determination of Specific Gravity as per IS
2720 (Part – III)
4
1840
460
viii) Determination of Unconfined Compression
Strength as per IS 2720 (Part – X).
a) Undisturbed.
2
1380
690
xvi) 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).
2
1840
920
xiv) Determination of Consolidation Properties as
per IS 2720 (Part – XIV).
4
3680
920
Sub Total for item no. 1 to 16.08
1
93080
1
Add 18% extra in respect of GST on all items on Sub-Total
93080
16754
18
Add 1% extra in respect of Labour Welfare Cess on (sub total + GST 18%)
109834
1098
1
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