Public Works Roads Department Tender
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Public Works Roads Department Tender
Civil And Construction
Bridge Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date29 Oct 2024
Closing Date12 Nov 2024
Tender Amount₹ 1,55,041
Costs
EMD
₹ 3,101Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SH_765809_4Bid Award Id
ViewTender No
WBPWRD/AE/KHSD/NIT-14/24-25Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
(iii) Depth greater than 20m and upto 30m
20
420
8400
(iv) Depth greater than 30m. and upto 40m
20
470
9400
A. Laboratory Investigation:
i) Liquid Limit as per IS 2720 (Part – V).
8
350
2800
ii) Plastic Limit as per IS 2720 (Part – V)
8
350
2800
iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).
8
530
4240
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
8
690
5520
v) Determination of Water Content as per IS 2720 (Part – II).
8
140
1120
vi) Determination of Specific Gravity as per IS 2720 (Part – III).
8
460
3680
vii) Direct Shear Test as per IS 2720 (Part – XIII).
4
570
2280
viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X).
(a) Un-disturbed
6
690
4140
xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
6
920
5520
xv) Laboratory Determination of California Bearing Ratio on Disturbed / Remoulded samples as per IS: 2720, Part XVIII.
(b) Soaked
8
1150
9200
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).
4
920
3680
B. Field Investigation:
iii) Collection of Samples from the bore hole made as per B-a
(a) Undisturbed
3
350
1050
B. Field Investigation:
iii) Collection of Samples from the bore hole made as per B-a
(a) disturbed
3
120
360
vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
(a) 0.00 m - 10.00 m
8
350
2800
vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
(a) 10.00 m - 20.00 m
8
460
3680
vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
(a) 20.00 m - 30.00 m
8
570
4560
vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
(a) 30.00 m - 40.00 m
8
570
4560
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.
1
12500
12500
GST @ 18.00% over Sl. No. 1 to Sl. No.23
130090
-
23416
LWC @ 1.00% over Sl. No. 1 to Sl. No.24
153506
-
1535
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