Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Excavation
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date5 Dec 2024
Closing Date18 Dec 2024
Tender Amount₹ 5,80,717
Costs
EMD
₹ 11,614Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WBPWD_779283_1Bid Award Id
ViewTender No
WBPWDSS/EEBNK/NIT-12/24-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
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Documents
BOQ Items
... More
A. Laboratory Investigation:
xiii) Determination of Density Index (Relative
Density of cohesion less soil) as per IS 2720
(Part – XIV).
12
920
11040
... More
B Field Investigation:
xiv) Observation of Water Table
12
6910
82920
... More
A. Laboratory Investigation:
xvii) Laboratory Determination of Permeability as
per IS 2720 (Part– XVII).
12
690
8280
... More
A. Laboratory Investigation:
xxii) Determination of Organic Matter as per IS
2720 (Part– XXII).
12
460
5520
... More
A. Laboratory Investigation:
xxiv) Determination of pH Value as per IS 2720
(Part– VIII).
12
460
5520
... More
A. Laboratory Investigation:
xxv) Determination of Total Soluble Sulphate as
per IS 2720 (Part– VIII).
12
460
5520
... More
A. Laboratory Investigation:
xxvii) Determination of Free Swell Index of Soil as
per IS 2720 (Part– VIII).
24
460
11040
... 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
LLabour 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.
-
-
-
... More
(i) Depth 0m to 10m
96
290
27840
... More
(ii) Depth greater than 10m and upto 20
60
350
21000
... More
B Field Investigation:
iii) Collection of Samples from the bore hole
made as per B-a
(b) Disturbed (For 2 nos. bore)
120
120
14400
... More
B Field Investigation:
v) Collection of Undisturbed soil sample from the
bore hole to be made by the concerned
Division / Party at their cost.
-
-
-
... More
(i)0.0m - 10.0m
24
230
5520
... More
(ii)10.0m-20.0m
12
350
4200
... More
B Field Investigation:
vi) Standard Penetration Tests (S.P.T.) by Split
Spoon Sampler in the bore hole as per IS
2131.
-
-
-
... More
(i)0.0m - 10.0m
60
350
21000
... More
(ii)10.0m-20.0m
30
460
13800
... More
A. Laboratory Investigation:
-
-
-
... More
i) Liquid Limit as per IS 2720 (Part – V).
36
350
12600
... More
ii) Plastic Limit as per IS 2720 (Part – V)
36
350
12600
... More
iii) Grain size analysis by Sieving as per IS 2720
(Part – IV).
12
530
6360
... More
iv) Grain size analysis by Hydrometer Method as
per IS 2720 (Part – IV).
36
690
24840
... More
v) Determination of Water Content as per IS
2720 (Part – II).
48
140
6720
... More
vi) Determination of Specific Gravity as per IS
2720 (Part – III)
48
460
22080
... More
vii) Direct Shear Test as per IS 2720 (Part – XIII).
12
570
6840
... More
viii) Determination of Unconfined Compression
Strength as per IS 2720 (Part – X).
a) Undisturbed.
24
690
16560
... More
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).
12
920
11040
... More
xvi) Tri-Axial Shear Test.
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).
12
1150
13800
... More
xiv) Determination of Consolidation Properties as
per IS 2720 (Part – XIV).
36
920
33120
... More
B. (I) FIELD TEST ON ROCKS :
Boring and drilling of rocks and collection / recovery
of rock core including supplying information on the
physical condition and type of rock, length of
pieces of core, joints, colour, weathering changes
and other effects in the drilling logs as per IS 4464
and IS 5313 complete.
a) By Diamond Drills
12
1850
22200
... More
Sub Total for item no. 1 to 17
1
1
487260
... More
Add 18% extra in respect of GST on all items on Sub-Total
487260
18
87707
... More
Add 1% extra in respect of Labour Welfare Cess on (sub total + GST 18%)
574967
1
5750
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