RB wall and Surface Dressing Dana to Mothal Road
Chief Engineer North Kashmir, Baramulla Circle, Uri Division · Uri, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹19.8L
- EMD: ₹40K
- Published: 28 Oct 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 09 Nov 2026 02:31 UTC
- Department: Public Works Department
- Office: R & B Division Uri
Description
Construction of a retaining/breast wall and surface dressing of Dana to Mothal Road, including excavation, rubble masonry, road subgrade consolidation, road base and aggregate works, material carriage, and geo-tagged photographs. Estimated construction cost is Rs. 19.77 lakh.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (13)
- SLIP CLEARANCE In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. as per direction of Engineer Incharge at site. — Qty: 44.4 Cum
- Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal, use or dumping of serviceable material of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : — Qty: 98.7 Cum
- 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 and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : — Qty: 24.48 Cum
- Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah stone — Qty: 76.03 Cum
- Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. — Qty: 50.7 Cum
- Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) and curing complete — Qty: 33.6 Sqm
- Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. — Qty: 3600 Sqm
- Providing and laying of RBM/GSB/Quarry Muck including spreading , leveling, dressing and then consolidating with PRR 8-10 Tonne capacity complete job as per direction of Engineer Incharge at site — Qty: 120 Cum
- proving, Laying, spreading and compacting stone aggregate of sizes 63mm to 45mm (WBM G-II) in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. including Khak bajree/moorum/stone screening tupe A complete job including all cost and carriage — Qty: 435.6 Cum
- Supplying and filling of stone duly hand packed i.e on horizontally behind wall/abutments, stone available from hard rocks including all carriage complete as per direction of Engineer Incharge at site . — Qty: 46.8 Cum
- Sand/Stone aggregate avg lead upto 55 km — Qty: 28.85 Cum
- Stone an avg lead upto 10 km — Qty: 126.73 Cum
- Taking of Geo Tag Photographs of size 125mmx250mm before execution, during execution and after execution of work (04 No. Each Pre, Post, After execution) to be submitted with the bill complete job. (Geo Tag Photographs showing Name of Work, Location and Longitude/ Latitude).(Pre, Post, After execution). — Qty: 12 No
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