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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
₹4 L
EMD Value
₹4,000
Closing Date
20 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
FBI Division Tangmarg
Construction of Retaining Wall from Paddy land of Ghulam Mohi-ud Din Lone and others at Thindma on wards upto Paddy Lands of Mohammad Yaseen Khan and others
2026_IFC_300533_1
enit no.25 2025-26 of FBI Division Tangmarg
Open Tender
Civil Works
Percentage
20 days
Tangmarg
As per nit
3 documents required · 3 mandatory
₹200
Yes
Executive Engineer FBI Division Tangmarg
₹4,000
Yes
13 Jan 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
20 Jan 2026
14 Jan 2026
Earth work in bulk excavation by manual means 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
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.
Dumping of boulders on level horizontal including cost of Boulders
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)
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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of mixture if required
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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 by MT including loading unloading and stacking Boulders/Stones Avg. lead of 10 Kms
40mm Agg.Avg. lead of 15kms
20mm Agg.Avg. lead of 15kms
Sand Avg. lead 20 kms
Cement Avg. lead 5 km
Carriage of materials by Manual labour including loading unloading and stacking avg.head lead 350m Boulders/ Stones
40mm Agg.
20mm Agg.
Cement
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