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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹75.0 L
EMD Value
₹1.5 L
Closing Date
14 Jan 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer IFCD Sumbal
Irrigation Colony Sumbal
Construction of Crate Protection work on RP Bund of River Jhelum near Sadunara PHE Scheme RD 117.780 KM to 117.880 KM.
2026_IFC_299636_2
E NIT NO 09 OF 2025
Open Tender
Civil Works
Percentage
90 days
Hajin
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,600
Executive Engineer IFCD Sumbal
₹1.5 L
1 Jan 2026
1 Jan 2026
15 Jan 2026
1 Jan 2026
14 Jan 2026
1 Jan 2026
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
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material ( All kinds of soil) Ist lift
Extra rates for quantities of works executed in or underwater or liquid mud including pumping out water as required
Hand-packing stones in wire-crates; excluding cost of crates and stones
Dumping stones in Horizontal on level, excluding cost of stones.
Supply of Quarry stones
Supply and Fixing of B.A Wire Knitted Crates of Mesh Size 100mm x 100mm with dia of wire 4 mm of approved made and make, including all sorts of carriages (manual/mechanical) upto the site of work, Complete job in all respects to the entire satisfaction of Engineer-in-Charge.
Providing and Laying in Position Cement Concrete of Specified Grade including curing but excluding the cost of Centering and Shuttering, All work upto Plinth Level with, 1:2:4 (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20mm Nominal Size)
Centering and Shuttering including Strutting, Propping etc and Removal of Formwork
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.
Carriage of Materials from Source to Site of Work by mechanical transport including loading, unloading and stacking etc a) Stones for an average lead of 45 km
b) 20mm Aggregate from an average lead of 25 KM
c) Sand from Local 2 KM
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