Construction of Hostel at MLRI Manasbal, SKUAST-K (CAPEX)
Sher-e-Kashmir University of Agricultural Sciences and Technology of Kashmir (SKUAST-K) · Manasbal, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹10.8Cr
- EMD: ₹21.5L
- Published: 29 Oct 2026
- Closing date: 21 Nov 2026
- Status: open
- Status as of: 09 Nov 2026 02:41 UTC
- Department: SKUAST Kashmir
- Office: Estates Officer, SKUAST-K Shalimar Srinagar
Description
Construction of a hostel at MLRI Manasbal for SKUAST-K under CAPEX. The percentage-rate works tender includes structural and architectural construction work.
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 (93)
- 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 of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. (Including dewatering if any upto plinth level) All kinds of soil : — Qty: 2420.55 Cum
- STONE SOLING: Providing and laying of hand packed stone soling (size 150 mm-230mm), before laying of mud mat, compacted, consolidated, rammed and filling the voids with fine sand - all complete incl carriage upto site of work with all head loads. — Qty: 268 Cum
- MUDMAT: Cast-in-situ of concrete work of nominal mix concrete M7.5 grade (1:4:8) nominal maximum size of stone aggregate 40mm volumetric batching in foundation trenches and ground floor, including curing but excluding formwork costs — Qty: 174.45 Cum
- MASS CONCRETE: Providing and laying mass concrete1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) in Below Ground and Above Grouns Plinth retaining walls, (any thickness) including attached pilasters, including curing but excluding the cost of centring, shuttering and finishing with. — Qty: 81.91 Cum
- UPTO PLINTH LEVEL — Qty: 713.32 Cum
- ABOVE PLINTH LEVEL — Qty: 936.16 Cum
- EXTRA CEMENT QUANTITY: For design mix M25 over 330kg/m3 — Qty: 164.95 Ton
- BELOW PLINTH LEVEL — Qty: 1340.08 SQM
- ABOVE PLINTH LEVEL — Qty: 7976.28 SQM
- SLAB EDGES — Qty: 105.75 RM
- PLINTH FILLING: Supplying and filling in plinth with GSB/ Second class sand under floors including, watering, ramming, consolidating and dressing complete including carriage, leads and lifts. — Qty: 811.97 Cum
- BACK FILLING: 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. — Qty: 1408.51 Cum
- STEEL REINFORCEMENT: Steel reinforcement for R.C.C. works including straightening, cutting, bending, placing in position and binding - all complete from foundation to roof level of Thermo-Mechanically Treated bars of grade Fe-500D or higher. — Qty: 252114.64 KG
- EXPANSION JOINT — Qty: 21.04 Mtr
- STRUCTURAL STEEL:Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. plates, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer also included. — Qty: 59875.2 KG
- ANCHOR BOLTS: Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. — Qty: 255.96 KG
- Brick work with common burnt clay F.P.S (non modular) bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :(Cement mortar 1 :6 (1 cement : 6 coarse sand) — Qty: 730.92 Cum
- Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level — Qty: 730.92 Cum
- Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shapes and sizes in :(Cement mortar 1 :4 (1 cement : 4 coarse sand) Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. — Qty: 216.36 SQM
- 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand) — Qty: 6390.25 SQM
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