Kolkata Municipal Corporation Tender
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Kolkata Municipal Corporation - KMC Tender
Civil And Construction
Excavation
Eprocure
Opening Date11 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 9,31,034
Costs
EMD
₹ 18,621Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_KMC_749319_1Bid Award Id
ViewTender No
KMC/WS/PROJECT/41/2024-25Tender Authority
Kolkata Municipal Corporation ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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SOIL BORING & TESTING WORKS 17.(5)(A). Laboratory Investigation:(i) Liquid Limit as per IS 2720 (Part ... V). SOIL BORING & TESTING WORKS 17.(5)(A). Laboratory Investigation:(ii) Plastic Limit as per IS 2720 (Part ... V)
36
12600
350
... More
SOIL BORING & TESTING WORKS 17.(5)(A). Laboratory Investigation:(iii) Grain size analysis by Sieving as per IS 2720 (Part . IV)
36
12600
350
... More
SOIL BORING & TESTING WORKS 17.(5)(A). Laboratory Investigation:(iii) Grain size analysis by Sieving as per IS 2720 (Part ... IV)
36
19080
530
... More
SOIL BORING & TESTING WORKS 17.(5)(A). Laboratory Investigation:(v) Determination of Water Content as per IS 2720 (Part ... II)
36
5040
140
... More
SOIL BORING & TESTING WORKS 17.(5)(A). Laboratory Investigation:(vi) Determination of Specific Gravity as per IS 2720 (Part ... III)
36
16560
460
... More
SOIL BORING & TESTING WORKS 17.(5)(A). Laboratory Investigation:(vii) Direct Shear Test as per IS 2720 (Part ... XIII).
36
20520
570
... More
SOIL BORING & TESTING WORKS 17.(5)(A). Laboratory Investigation:(viii) Determination of Unconfined Compression Strength as per IS 2720 (Part ... X).(a) Undisturbed
36
24840
690
... More
SOIL BORING & TESTING WORKS 17.(5)(A). Laboratory Investigation:(viii) Determination of Unconfined Compression Strength as per IS 2720 (Part ... X).(b) Remoulded.
36
33120
920
... More
SOIL BORING & TESTING WORKS 17.(5)(A). Laboratory Investigation:(xiv) Determination of Consolidation Properties as per IS 2720 (Part ... XIV)
36
33120
920
... More
SOIL BORING & TESTING WORKS 17.(5)(A). Laboratory Investigation:(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).
36
33120
920
... More
SOIL BORING & TESTING WORKS 17.(5)(B) Field Investigation:(iii) Collection of Samples from the bore hole made as per B-a (a) Undisturbed
36
12600
350
... More
SOIL BORING & TESTING WORKS 17.(5)(B) Field Investigation:(iii) Collection of Samples from the bore hole made as per B-a (b) Disturbed
36
4320
120
... More
SOIL BORING & TESTING WORKS 17.(5)(B) Field Investigation:(iv) Collection of Undisturbed Samples by core cutter method
36
41400
1150
... More
SOIL BORING & TESTING WORKS 17.(5)(B) Field Investigation:(vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.(iii) 20.0m-30.0m
36
20520
570
... More
SOIL BORING & TESTING WORKS 17.(5)(B) Field Investigation:(viii) Dynamic Cone-Penetration Test using 50mm cone without using Bentonite slurry as per IS 4968 (Part ... I).
36
16560
460
... More
SOIL BORING & TESTING WORKS 17.(5)(B) Field Investigation:(vii) Static Cone-Penetration Test as per IS 4968 (Part - III).
36
16560
460
... More
SOIL BORING & TESTING WORKS 17.(5)(B) Field Investigation:(x) Collection of Undisturbed sample by C.B.R. Mould upto 1.5 m depth.
36
24840
690
... More
SOIL BORING & TESTING WORKS 17.(5)(B) Field Investigation:(xii) Field determination of California Bearing Ratio as per IS 2720 (Part XXXI)
36
82800
2300
... More
Estimated amount
-
-
-
... More
GST 18%
1
140616
140616
... More
CESS 1%
1
9218
9218
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