Tender For Sub-Soil Investigation For The Work Of Construction Of New Bridge Over River Saal At 44.00 Th Km. Of Illambazar Dubrajpur Road(Sh-14) Under Birbhum Highway Division-Ii, P.W.(Roads) Dte. In The District Of Birbhum.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
04 Nov 2026
20 days left
EMD
50000
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Birbhum → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Tender for Sub-Soil Investigation For The Work Of Construction Of New Bridge Over River Saal At 44.00 Th Km. Of Illambazar Dubrajpur Road(Sh-14) Under Birbhum Highway Division-Ii, P.W.(Roads) Dte. In The District Of Birbhum.
BOQ
| Sl. No. | Item Description |
| 1 | PART-A(Bridge Proper)Mobilisation charges of all tools and 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 direction of Engineer-in-Charge.Detailed investigation. |
| 2 | Labour for making Bore Holes of 150mm 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 with soil etc. except rocks (for the purpose collecting of disturbed and the undisturbed 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 and bridge works (5th revision) published by IRC and also including hire charges of tools and plants complete as per direction of E.I.C. a)When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn)Depth from 0 mtr. to 10 mtr. |
| 3 | Depth grater than 10 mtr. upto 20 mtr. |
| 4 | Depth grater than 20 mtr. upto 30 mtr. |
| 5 | Depth grater than 30 mtr. upto 40 mtr. |
| 6 | Depth grater than 40 mtr. upto 50 mtr. |
| 7 | Extra for boring in water (1.2 m and higher depths) |
| 8 | Carriage of all disturbed and Un-disturbed samples from site of work to the Divisional Office or elsewhere including loading and Un-loading as per direction of EIC.Detailed investigation |
| 9 | Laboratory InvestigationLiquid limit as per IS 2720 Part- V |
| 10 | Plastic Limit as per IS 2720 Part - V |
| 11 | Grain size Analysis by sieving as per IS 2720 Part- IV |
| 12 | Grain size Analysis by Hydrometer Method as per IS 2720 Part- IV |
| 13 | Determination of Water content as per IS 2720 Part - II |
| 14 | Determination of Specific Gravity as per IS 2720 Part - III |
| 15 | Direct Shear test as per IS-2720, pt. XIII |
| 16 | Determination of Unconfined Compression Strength as per IS 2720 Part - XUndisturbed |
| 17 | Determination of Consolidation Properties asper IS 2720 Part – X |
| 18 | Tri-axial Shear Test.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 - XII |
| 19 | Laboratory Determination of Permeability as per IS 2720 Part - XVII |
| 20 | Field InvestigationCollection of Samples from the Bore Hole made as per B-aDisturbed |
| 21 | Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost.0.0 m – 10.0 m |
| 22 | Standard Penetration (SPT) by Split Spoon Sampler in the bore hole as per IS 21310.00 m - 10.0 m |
| 23 | 10.0 m – 20.0 m |
| 24 | 20.0 m – 30.0 m |
| 25 | 30.0 m – 40.0 m |
| 26 | 40.0 m - 50 m |
| 27 | Chemical Analysis (Soil & Water)Determination of Chloride |
| 28 | Determination of Calcium Carbonate |
| 29 | Determination of Soluble Shulphate |
| 30 | Determination of pH value |
| 31 | PART-B(Approach Road)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 with soil etc. except rocks (for the purpose collecting of disturbed and the undisturbed 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 and bridge works (5th revision) published by IRC and also including hire charges of tools and plants complete as per direction of E.I.C. When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawnDepth from 0 mtr. to 10 mtr. |
| 32 | Depth greater than 10 mtr and up to 20 mtr. |
| 33 | Laboratory InvestigationLiquid limit as per IS 2720 Part- V |
| 34 | Plastic limit as per IS 2720 Part- V |
| 35 | Grain size Analysis by sieving as per IS 2720 Part- IV |
| 36 | Grain size Analysis by Hydrometer Method as per IS 2720 Part- IV |
| 37 | Determination of Water content as per IS 2720 Part – II |
| 38 | Determination of Specific Gravity as per IS 2720 Part – III |
| 39 | Direct Shear test as per IS-2720, pt. XIII |
| 40 | Determination of Unconfined Compression Strength as per IS 2720 Part - XUndisturbed |
| 41 | Determination of Consolidation Properties as per IS 2720 Part – X |
| 42 | Laboratory determination of California Bearing Ratio on disturbed / Remoulded samples as per IS 2720, Part – XVIII soaked |
| 43 | Tri-axial Shear Test.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 - XII |
| 44 | Laboratory Determination of Permeability as per IS 2720 Part - XVII |
| 45 | Field InvestigationCollection of Samples from the Bore Hole made as per B-aDisturbed |
| 46 | Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost.0.0 m – 10.0 m |
| 47 | 10.0 m – 20.0 m |
| 48 | Standard Penetration (SPT) by Split Spoon Sampler in the bore hole as per IS 21310.0 m – 10.0 m |
| 49 | 10.0 m – 20.0 m |
| 50 | Chemical Analysis (Soil & Water)Determination of Chloride |
| 51 | Determination of Calcium Carbonate |
| 52 | Determination of Soluble Shulphate |
| 53 | Determination of pH value |
| 54 | Preparation and submission of Report for each in six (6) copies per set giving all relevant information data like site plan, bore log and water table, test results, calculation, discussion, suggestion and recommendation in respect of suitable foundation etc. including of determination of Silt factor calculation of Waterways and complete design of foundation including analysis of bearing capacity and settlement in bound and presentable form complete as per direction of EIC.Detailed Investigation Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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