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Tender ID
Tender Value
Refer Docs
EMD Value
₹68,340
Closing Date
20 Feb 2026, 4:00 pmClosed
Er. Syed Ishfaq Ahmad
Office of the Executive Engineer RnB Ang
Nandpora Nathpora at Pushwara Bridge
2026_PWDJK_303258_7
NIT 153 of RnB/Ang/2025-26/12573-82 Dt 14/02/26
Open Tender
Civil Works
Percentage
60 days
Anantnag
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,100
Executiver Engineer rnB Division Anantnag
₹68,340
14 Feb 2026
14 Feb 2026
21 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
Earth work in excavation by mechanical means in trenches for foundations etc. (upto 1.5m in width), including dressing of sides & ramming of bottoms, getting out excavated earth & disposal of surplus excavated earth within a lead of 50m & lift 1.5m. All Kinds of Soil.
Providing & Laying of Stone Soling hand packed tightly including ramming, watering, carriage by MT for all leads & lifts and filling of voids at top with aggregates.
Providing & Laying in position P.C.C. of grade 1: 4: 8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm NS) including curing but excluding the cost of centring & shuttering. All work upto plinth level including carriage of all materials by MT.
Providing and laying in reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:1.5:3(1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing and laying in reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto floor v with 1:1.5:3(1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars.
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for: walls of any thickness
filing available excavated earth in layers not exceeding 20 cms in depth consolidating each deposited layer by ramming and watering lead upto 1km and lift upto 3m
Pumping out water caused by springs tidal or river seepage broken water mains or drains and like
Providing of weep holes of 75 mm dia pvc pipe type b
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