Tender For Sub-Soil Investigation For Construction Of Proposed New Sluice Structure Cum Bridge Over Goranbose Khal At Mouza Radhranipur, Block And P.S. Basanti, District South 24 Parganas Under Joynagar Irrigation Division.
Tender Value
1.71 Lakhs
Estimated cost
Bid Submission
31 Jul 2023
0 days left
EMD
3432
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
basanti → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Sub-Soil Investigation For Construction Of Proposed New Sluice Structure Cum Bridge Over Goranbose Khal At Mouza Radhranipur, Block And P.S. Basanti, District South 24 Parganas Under Joynagar Irrigation 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.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direction of Engineer-in-Charge.a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn)(i) Depth 0m to 10m |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 | 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. |
| 6 | Laboratory Investigation:i) Liquid Limit as per IS 2720 (Part – V). |
| 7 | ii) Plastic Limit as per IS 2720 (Part – V). |
| 8 | iii) Grain size analysis by Sieving as per IS 2720 (Part – IV). |
| 9 | iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV). |
| 10 | v) Determination of Water Content as per IS 2720 (Part – II). |
| 11 | vi) Determination of Specific Gravity as per IS 2720 (Part – III). |
| 12 | vii) Direct Shear Test as per IS 2720 (Part – XIII). |
| 13 | viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X).Undisturbed |
| 14 | ix) Determination of Consolidation Properties as per IS 2720 (Part – XIV). |
| 15 | ix) Tri-Axial Shear Test.Determination of Shear strength Parameters of a specimen tested in Unconsolidated Undrained Tri-axial compression without measurement ofpore water pressure as per IS 2720 (Part –XI). |
| 16 | Field Investigation:i) Collection of Samples from the bore hole made as per B-aDisturbed |
| 17 | ii) Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost.(a)0.0m - 10.0m |
| 18 | (b)10.0m-20.0m |
| 19 | (c)20.0m-30.0m |
| 20 | iii) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.(a)0.0m - 10.0m |
| 21 | (b)10.0m-20.0m |
| 22 | (c)20.0m-30.0m |
| 23 | 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.Detailed Investigation |
| 24 | Supplying, dressing and stacking at site bamboo pins above 5 c.m. diameter. and upto 7.5 cm. diameter. (dia. to be measured at mid length). |
| 25 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.Where boats are necessary. |
| 26 | Supplying to site empty cement polythene bags (capacity 50 kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). |
| 27 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates (stone / brick) and sewing as done in case of cement bags, (tying with a knot after filling will not be accepted), and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag. |
| 28 | Extra rate for item no.above for each additional lead of 60 metre or part thereof beyond the initial lead of 30 metre.Two extra lead |
| 29 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. |
| 30 | SUPPLY OF DIFFERENT MATERIALS AS PER APPROVED SPECIFICATIONSilver SandStacked at site. |
AI Tender Summary
Tender Timeline
Jul 22, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 31, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 01, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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