Tender For Soil Investigation For Construction Of A New Bridge At Ch. 983.00 Of Panagarh Branch Canal At Mouza: Deyasa, G.P.-Guskara -Ii, Block-Ausgram-I, District Purba Bardhaman Under Dignagar (I) Section Of Guskara (I) Sub-Division Under Damodar Headwo
Tender Value
1.81 Lakhs
Estimated cost
Bid Submission
27 Aug 2024
0 days left
EMD
3624
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
guskara → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Soil investigation for construction of a new bridge at Ch. 983.00 of Panagarh Branch Canal at Mouza: Deyasa, G.P.-Guskara -II, Block-Ausgram-I, District Purba Bardhaman under Dignagar (I) Section of Guskara (I) Sub-Division under Damodar Headworks Division.
BOQ
| Sl. No. | Item Description |
| 1 | Mobilisation Charges of all tools & Plants along with accessories, material, labour, supervision etc. at site of work required in connection with boring and testing work, including setting up boring rigs and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in Charge.b) Detailed Investigation |
| 2 | 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direction of Engineer-in-Charge.a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn)(i) Depth 0m to 10m |
| 3 | (ii) Depth greater than 10m and upto 20m |
| 4 | (iii) Depth greater than 20m and upto 30m |
| 5 | Field Investigation: iii) Collection of Samples from the bore holemade as per B-a. (a)Undisturbed. |
| 6 | Field Investigation: iii) Collection of Samples from the bore holemade as per B-a.(b) Disturbed |
| 7 | Field Investigation: vi) Standard Penetration Tests (S.P.T.) by SplitSpoon Sampler in the bore hole as per IS2131.(i)0.0m - 10.0m |
| 8 | (ii)10.0m-20.0m |
| 9 | (iii)20.0m-30.0m |
| 10 | A. Laboratory Investigation i) Liquid Limit as per IS 2720 (Part – V). |
| 11 | A. Laboratory Investigationii)ii)Plastic Limit as per IS 2720 (Part – V) |
| 12 | A. Laboratory Investigationiii) Grain size analysis by Sieving as per IS 2720 (Part – IV). |
| 13 | A. Laboratory Investigationiv)Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV). |
| 14 | A. Laboratory Investigationv) Determination of Water Content as per IS2720 (Part – II). |
| 15 | A. Laboratory Investigation vi) Determination of Specific Gravity as per IS2720 (Part – III). |
| 16 | A. Laboratory Investigation vii) Direct Shear Test as per IS 2720 (Part –XIII). |
| 17 | A. Laboratory Investigationviii) Determination of Unconfined CompressionStrength as per IS 2720 (Part – X).a) Undisturbed. |
| 18 | A. Laboratory Investigation xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV). |
| 19 | 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). |
| 20 | A. Laboratory Investigation xvii) Laboratory Determination of Permeability as per IS 2720 (Part– XVII). |
| 21 | 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. |
| 22 | 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 andrecommendations 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 |
AI Tender Summary
Tender Timeline
Aug 13, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 27, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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