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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
₹13.2 L
EMD Value
₹26,320
Closing Date
2 Mar 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 RnB Division Beerwah
Office of the Executive Engineer RnB Division Beerwah
Improvement of link road from main road to Darul Uloom Road with R wall of Kol Russu near the house of Mehraj ud din and others at Russu.
2026_PWDJK_303962_1
NIT No.87 of 2025-26
Open Tender
Civil Works
Percentage
60 days
Beerwah
As per NIT
2 documents required · 2 mandatory
₹600
Executive Engineer RNB Division Beerwah
₹26,320
20 Feb 2026
20 Feb 2026
3 Mar 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:
Providing,laying ,watering and compacting with (80-100) KN road roller - GSB filling having agg. size not exceeding 90 mm GSB material to specified lines grades cross sections all inclusive leads lifts, loading unloading with all carriages complete job
Supplying and stacking at site,Graded crushed stone aggregate of size, 63 mm to 45 mm
Supplying and stacking at site, Stone screening of size, 13.2 mm nominal size (Type A)
Supplying and stacking at site, Moorum
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering andcompacting to the required density
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :
Providing and laying stone soling hand packed dry in foundation including all carriages complete.
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)
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
P/F of PVC pipes of 75 mm dia for weep holes.
Supplying and filling nallah boulders/filter media behind R/walls incl. cost ,carriage complete. as directed.
Carraige of materials by MT from source to site incl. loading,unloading etc. complete.
Earth by MT for an average lead of 03 km
Stone Agg. below 40mm for an average lead of 10 km
Sand avg lead 40 Km
Stone Aggregate above 40mm for an average lead of 50 km
Stone Screening and moorum for an average lead of 50 km
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