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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
₹16.7 L
EMD Value
₹16,666
Closing Date
25 Mar 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE OFFICER
KENDRAPARA MUNICIPALITY, KENDRAPARA
Development of Nasadipur Quabristan, Ward No. 6 and 7 in Kendrapara Municipality.
2026_ORULB_127025_29
EO_KM_05_2025-26
Open Tender
Civil Works - Others
Percentage
60 days
KENDRAPARA
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹16,666
Yes
26 Mar 2026
10 Mar 2026
26 Mar 2026
10 Mar 2026
25 Mar 2026
10 Mar 2026
Earth work in all kinds of soil with in 50mtr initial lead and 1.50mtr initial lift including rough dressing backing clods to maximum 5cm to 7cm and laying in layers to not exceeding 0.30mtr in depth and as per direction of Engineer-in-charge.
Filling in foundation and plinth with Sand watered and rammed as per OPWD specification including all cost of materials, labour, conveyance, royalty, T&P etc. all complete/cum.
Plain Cement Concrete (1:3:6) with 40mm size Crusher broken hard granite metal including all cost of materials, labour, conveyance, royalty, T & P water for curing etc. all complete/cum.
Cement Concrete (1:2:4) with 40mm size Crusher broken hard granite Chips including all cost of materials, labour, conveyance, royalty, T & P water for curing etc. all complete/cum.
Supplying and fixing of 80mm thick cement concrete interlocking papver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP-63:2018 (See Page-233, Item No. 25.17.2 of SR-2022)
Rigid and smooth centring and shuttering for CC/RCC works including false works and dismantling them after casting including cost of materials complete in ground floor.
Earth work for filling the embankment from approved borrow area with approved type soil having good cohesion free from rocks, pebbles, roots, stick and other debris etc. by manual labour or by mechanical means with in 5.00 KM lead including loading in to truck and unloading the same on prefixed profile including spereading the layer net exceeding 0.225 mtr. in thickness and benching old embankment and breaking of clods to maximum 5cm to 7cm size dressing to design slop and profile with rebandling of earth if necessary etc. complete including dewatering whenever and wherever required and as per direction of the Engineer-in-charge.
Add display board and photo copies etc.
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