Construction of Guage at Arihal Kull at Gulabagh Nowdal
I and FC Kashmir · Tral, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹3.4L
- EMD: ₹7K
- Published: 27 Oct 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 04 Nov 2026 05:24 UTC
- Department: Irrigation and Flood Control Department
- Office: Irrigation Division Tral
Description
Construction of a gauge at Arihal Kull at Gulabagh Nowdal, including excavation, stone dumping, concrete and reinforced concrete work, formwork, reinforcement steel, structural steel, winch machine, RCC pipe and material carriage. Advertised cost is Rs. 3.40 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 (19)
- 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. All kinds of soil — Qty: 13.44 Cum
- Dumping stone Including cost of stones. in Horizontal on level — Qty: 3.18 Cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) — Qty: 1.19 Cum
- Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 1.94 Cum
- Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 1.98 Cum
- Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 0.43 Cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) — Qty: 18.26 Cum
- Foundations, footings, bases for columns — Qty: 33.48 Sqm
- Columns, pillars, piers, abutments, posts and struts. — Qty: 13.2 Sqm
- Suspended floors, roofs, landings, balconies and access platforms — Qty: 1.08 Sqm
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more — Qty: 366.12 Kg
- 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. Welded — Qty: 306.86 Kg
- Providing and fixing of Winch machine with all accessories, fixtures, fastings etc (Complete Job) (LMR) — Qty: 1 No
- Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. 600 mm dia. R.C.C. pipe — Qty: 4.2 Meter
- Stone aggregate 40mm avg lead 5km — Qty: 0.6 Cum
- Stone aggregate 20mm avg lead 5km — Qty: 12.85 Cum
- Sand avg lead 15 km — Qty: 6.43 Cum
- Cement avg lead 3 km — Qty: 5.49 MT
- Steel avg lead 3 km — Qty: 0.51 MT
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