Tender For Soil Investigation Work For Construction Of Cwr ( 250 Cum Capacity ) Under Augmentation Of Sub Surface Water Based Water Supply Scheme For Saltora Pwss Under Bankura Sadar Sub Division Of Bankura Division, P.H.E. Dte. ( Head Work Site )
Tender Value
1.47 Lakhs
Estimated cost
Bid Submission
27 Jan 2023
0 days left
EMD
3500
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
bankura → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Soil Investigation Work For Construction Of Cwr ( 250 Cum Capacity ) Under Augmentation Of Sub Surface Water Based Water Supply Scheme For Saltora Pwss Under Bankura Sadar Sub Division Of Bankura Division, P.H.E. Dte. ( Head Work Site )
BOQ
| Sl. No. | Item Description |
| 1 | Mobilisation charges of all tools and plants along with accessories, materials, labour, supervision etc. at site of Working required in connection with boring and testing work including setting up boring rig and shifting to different borehole points etc. and also including withdrawal of the same from the site after completion of work, complete as per direction of Engineer-in-charge. |
| 2 | b) Detailed Investigation. |
| 3 | Labour for making boreholes of 150 mm to 250 mm dia by any standard method to any depth below ground level/Bed level in al kinds of soil like clay, silt, sand, stiff clay, mixed soil etc. except rock (for the purpose of collecting disturbed and undisturbed soil samples, conducting standard penetration tests at suitable intervals etc.) including preparation and submission of bore log as per IRC : 75 and 78 and CI2400 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 Engineer-in-charge. |
| 4 | a) When casing pipe in used t prevent colapse of bore-hole (casing pipe to be finally withdrawn) |
| 5 | a) Depth 0 M to 10 M |
| 6 | b) Depth greater than 10m and upto 20m |
| 7 | c) Depth greater than 20m and upto 30m |
| 8 | Field Investigation : |
| 9 | Collection of undisturbed soil samples from the bore hole made(a) Undisturbed |
| 10 | a) Depth 0 M to 10 M |
| 11 | b) Depth greater than 10m and upto 20m |
| 12 | c) Depth greater than 20m and upto 30m |
| 13 | Field Investigation |
| 14 | Collection of undisturbed soil samples from the bore hole made.(a) Disturbed |
| 15 | Field investigation |
| 16 | Standard Penetration test (SPT) by split spoon sampler in the bore hole as per IS 2131 |
| 17 | 0.00 – 10.0M |
| 18 | 10.00 – 20.00M |
| 19 | 20.00 – 30.00M |
| 20 | Laboratory Investigation |
| 21 | Liquid limit as per I.S.-2720 (Part V) |
| 22 | Plastic limit as per I.S.-2720 (Part V) |
| 23 | Grain Size analysis by sieving as per IS-2720 (Pt-IV) |
| 24 | Hydormeter method as per IS-2720-(Part-IV) |
| 25 | Watercontent as per IS-2720-(part-II) |
| 26 | Specificgravity as per IS 2720 (part-III) |
| 27 | Direct shear test as per IS 2720 (Part XIII) |
| 28 | Unconfined compression strength as per IS 2720 (Part X) |
| 29 | (i)Undisturbed |
| 30 | Consolidation Test as per IS 2720 (part XIV) |
| 31 | Triaxial compression test as per IS 2720 (Part-XI) |
| 32 | i) Determination of shear strength parameters of a specimen tested in unconsolidated undrain tri-axial compression without measurement of pore water pressure. |
| 33 | Preparation and submission of report in six copies 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. includingdetermination of silt factor calculation of water way and complete design of foundation including analysis of bearing capacity and settlement in bund and presentable from complete as per direction of Engineer-In-Charge. |
| 34 | b) Detailed Investigation. |
| 35 | Carriage of all disturbed and undisturbed samples from site of work to the Divisional Office or else where including loading and unloading as per direction of Engineer-In-Charge. |
| 36 | Detailed Investigation |
| 37 | Add GST 18 % ( CGST 9 % + SGST 9 %) |
| 38 | Add Cess 1 % |
AI Tender Summary
Tender Timeline
Jan 05, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 27, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 30, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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