Irrigation And Waterways Directorate has published Clearing Of Jungles And Strengthening Of Right Bank In Between Ch . 1376 . 00 And Ch . 1460 . 00 Including Construction Of Inspection Path Over Right Bank From Ch . 1376 . 00 To Ch . 1440 . 00 Of Canal Drainage Gangur Within G . P . Jamna Block Pand. Submission Date for this Tender is 09-07-2021. Canal Construction Tenders in Memari West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work : Clearing of jungles and Strengthening of right bank in between Ch.1376.00 and Ch. 1460.00 including Construction of Inspection Path over Right Bank from Ch. 1376.00 to Ch. 1440.00 of canal Drainage Gangur, within G.P. - Jamna, Block - Pandua, District - Hooghly under Memari Irrigation Sub-Division of Lower Damodar Irrigation Division for the MGNREGA Convergence programme. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. asper specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to rotect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.\nNote: Add cost at site of the materials to arrive at the complete rate. The compaction factor may be taken as 0.67.\n(The payment is to be made on the basis of the finished compacted volume of moorum.) | 1 | 366 | M3 |
| 2 | 2 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\n(i) For Construction of Sub Base by consolidatingJhama metal (63 mm to 45 mm) with moorum screening :\nNote: Add cost at site of 1.09 m3 of jhama metal and 0.26 m3 of moorum screening (loose volume) to arrive at the consolidated rate. | 2 | 366 | M3 |
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