Construction of F Type Quarter building at Timanpur under Sinapali Block in the district of Nuapada for the year 2025-26
CE RW I / RWCIRCLE-BHAWANIPATNA / RW Division Khariar · Odisha · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹24.3L
- EMD: ₹24K
- Published: 29 Sep 2026
- Closing date: 13 Oct 2026
- Status: open
- Department: Rural Works Division
Description
Construction of F Type Quarter building at Timanpur under Sinapali Block in the district of Nuapada for the year 2025-26
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (43)
- Earth work in hard soil or gravelly soil in Excavation of foundation within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge — Qty: 77.77 cum
- Filling foundation and plinth with sand well watered and rammed including all cost,conveyance,royalties,labour etc.complete as per the direction of the Engineer-in-charge — Qty: 63.78 cum
- Cement concrete (1:3:6) using 40cm size c.b.h.g.metal including all cost,conveyance,royalties etc.complete as per the direction of the Engineer-in-charge — Qty: 21.97 cum
- Fly ash bricks masonary in cement mortar (1:6) after immersing bricks for six hours in water before use in super structure using Fly Ash bricks of size (23 x 11 x 8 cm) having a crushing strength of not less than 75 Kg/Cm2 including splays cutting circular moulding chmfering and corbelling watering and curing etc complete including cost and conveyance of all materials and labour with T&P required for the work with all taxes and royalities etc. complete in all respect or as directed by the Engineer-in-charge. — Qty: 22.7 cum
- P. C. C / Reinforced cement concrete work of M-25 grade with 20mm and down grade black hard granite (crusher broken) stone chips of approved quality and from approved quary including hoisting, lowering and laying in layers not exceeeding 15cm thick to the required level ,ramming,watering and curing etc. including all cost of material, labour, with T&P and taxes of materials etc. required for work and as per direction of the Engineer-in-charge. Column base and footing — Qty: 11.38 cum
- First Floor Lintel — Qty: 0.05 cum
- Plinth beam — Qty: 6.7 cum
- Column Superstructure — Qty: 3.72 cum
- Lintel — Qty: 2.45 cum
- Chajja — Qty: 0.99 cum
- StairCase — Qty: 1.96 cum
- Beam — Qty: 4.65 cum
- Slab — Qty: 10.75 cum
- First Floor Column Superstructure — Qty: 0.98 cum
- Beam — Qty: 0.42 cum
- Slab — Qty: 1.18 cum
- Labour for straighting,Cutting,Bending of HYSD bars and placing in position as per design including cost.conveyance and taxes of all materials including bindingwire 18 to 20 gauge as direction of Engg-in -charge. — Qty: 48.97 qtl
- First Floor Labour for straighting,Cutting,Bending of HYSD bars and placing in position as per design including cost.conveyance and taxes of all materials including bindingwire 18 to 20 gauge as direction of Engg-in -charge. — Qty: 2.63 qtl
- Fly ash bricks masonary in cement mortar (1:6) after immersing bricks for six hours in water before use in super structure using Fly Ash bricks of size (23 x 11 x 8 cm) having a crushing strength of not less than 75 Kg/Cm2 including splays cutting circular moulding chmfering and corbelling watering and curing etc complete including cost and conveyance of all materials and labour with T&P required for the work with all taxes and royalities etc. complete in all respect or as directed by the Engineer-in-charge. — Qty: 41.35 cum
- First Floor Fly ash bricks masonary in cement mortar (1:6) after immersing bricks for six hours in water before use in super structure using Fly Ash bricks of size (23 x 11 x 8 cm) having a crushing strength of not less than 75 Kg/Cm2 including splays cutting circular moulding chmfering and corbelling watering and curing etc complete including cost and conveyance of all materials and labour with T&P required for the work with all taxes and royalities etc. complete in all respect or as directed by the Engineer-in-charge. — Qty: 9.3 cum
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