Public Works Department-PWD has published Temporary Restoration Of Following Roads By Way Of Removal Of Slips / Slides Including Crate Walling / Filling Of Ruts / Depressions At Damaged Locations Likely To Occur During The Financial Year 2024-25.I.Kawna To Buzla Road. 1.60 Km. Ii.Hirnihal To Ma. Submission Date for this Tender is 19-03-2024. Road Work Tenders in banihal Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Slip Clearance In ordinary soils disposal lead upto 50 m and lift upto 1.5 m |
| 2 | in soils mixed with moorum / Kankar / boulders disposal lead upto 50 m and lift upto 1.50 m |
| 3 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 4 | In medium hard rocks ; by blasting |
| 5 | In hard rocks; by blasting |
| 6 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 7 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. |
| 8 | Dumping stones excluding cost of stones, in Horizontal on level |
| 9 | Dumping stones including cost of stones, in Horizontal on level |
| 10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m |
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