Maintenance And Repair To Inspection Path In Between Ch.541.00 To Ch.658.00 Of Tsmc(S)( Working Length-1070.0M ) Over Canal Embankment In Block Kgp-I, P.S Kharagpur Dist Paschim Medinipur Under Kangsabati Canals Division No Iv
Tender Overview
Project Description
maintenance and repair To Inspection Path In Between Ch.541.00 To Ch.658.00 Of Tsmc(S)( Working Length-1070.0M ) Over Canal Embankment In Block Kgp-I, P.S Kharagpur Dist Paschim Medinipur Under Kangsabati Canals Division No Iv
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Jul-2024 | 1ST CORRIGENDUM | Other | 12-Aug-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Labour for picking up existing metalled road surface to a specified average depth, includingscreening and stacking the pavement materials (c) For average depth above 75 mm but not exceeding 150 mm by manual means:(ii)Brick / Jhama metal surface. |
| 2 | Supplying, spreading & Consolidating moorum to a depth of 75 mm as per specification with power roller to proper gradient and camber including watering as necessary, and lifting, guarding, barricading and making adequate to protect 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 and lubricants etc. complete as per specification. (The payment is to be made on the basis of the compacted volume of moorum) |
| 3 | 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).(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : |
| 4 | 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-in-charge.(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dryor moist / slushy silt / sticky soil. |
| 5 | Extra rate over Item Nos.4for all kinds of soil for everyadditional lead of 30 metres or part thereof beyond the initial lead of 30metres. |
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Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
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Online submission via eProcurement portal.
CompletedTender Documents
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