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| Tender ID | 4339468 |
|---|---|
| Organisation Name | Kolkata Port Trust |
| Tender Brief | Corrigendum : Restoration Of Damaged Revetment And Bank Slope Between Nimatala Ghat To Champatala Ghat As Well As Other Allied Work At Various Locations Along The Left Bank Of The River Hooghly. |
| Last Date For Submission | 24th Jun, 2026 |
| Opening Date | 25 Jun, 2026 |
| Document Cost | 2950.00 |
|---|---|
| EMD | 1307562.00 |
| Estimated Cost | 65378087.00 |
| City | Kolkata |
|---|---|
| State | West Bengal |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer / Engineer's representative. In ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. | 2800.00 | Per cum |
| 2 | Disposal/carriage of excavated earth / materials outside Government land by truck or by any other conveyance over kancha / pucca road including making access for plying the truck or any other conveyance beyond 300 m and upto a distance of 5.00 km from the excavated point including cost of stacking, loading, unloading, transporting, arrangement of land, if required by agency, spreading and levelling as necessary etc. complete. [Payment shall be made on the basis of net volume after deduction for void of 1/10th of gross volume of stack]. | 290.00 | Per cum |
| 3 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm includ ng watering and ramming elc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) With earth obtained from excavation of foundation | 2200.00 | Per 100 Cum |
| 4 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 for Rural Roads of MORD. | 290.00 | Per Cum |
| 5 | Providing supplying and making suitable stack of Geo textile-Bags made of polypropylene multifilament woven fabric as per specification having suitable internal dimension to accommodate river sand not less than 100 Kg & subsequent filling the same with local available river sand weighing (gross wt.) not less than 100Kg. per bags, closing the bag by machine stitching with stitch density of 4-5 stitches per inch with PP MY (Polypropylene multifilament yarn) or equivalent with approved sewing thread as per specification & as directed by the Engineer-in-Charge. The rate includes all materials labours, and other incidental charges etc. complete. Specification of Geo-textile for manufacturinq Geo Bags : (a) Mass per Unit area : 240 gms./Sqm. (b) Tensile Strength : 40 KN / M. both warp and weftway (c) Apparent opening size (A.O.S.): 100 micron (maximum). (d) Ultra violate resistance : Percentage strength retain - 70% (Min) at 500 hours. (e) Water flow rate normal to the plane : 25 lit/sqm/s (head= 100 mm.) | 132700.00 | Each |
14 Days Left