Construction of R.W. Rest Shed building at Kuchinda in the district of Sambalpur for the year 2024-25
CE RW I / RWCIRCLE-SAMBALPUR · Kuchinda, Odisha · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹4.7Cr
- EMD: ₹4.7L
- Published: 25 Sep 2026
- Closing date: 06 Oct 2026
- Status: open
Description
Construction of R.W. Rest Shed building at Kuchinda in the district of Sambalpur for the year 2024-25
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (67)
- Earth work excavation of foundation in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and levelling the bed and depositing the excaveted earth away from site and as per the direction of the Engineer-in-charge. — Qty: 1050.31 cum
- Filling foundation and plinth with sand including cost conveyance of all materials etc complete. — Qty: 945.09 cum
- Earth work in hard soil or gravelly soil 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: 397.6 cum
- CC (1:3:6) using 40mm hg metal of approved quality etc complete. — Qty: 256.56 cum
- R.C.C. work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying Column base (Ground Floor) — Qty: 53.85 cum
- Column & beam (G.F) — Qty: 87.67 cum
- Plinth band (G.F) — Qty: 64.26 cum
- Lintel Bend (G.F) — Qty: 13.64 cum
- Chajja (G.F) — Qty: 44.42 sqm
- Roof slab (G.F) — Qty: 127.2 cum
- Stair case (G.F) — Qty: 1.69 cum
- Column & beam (F.F) — Qty: 66.95 cum
- Lintel Bend(F.F) — Qty: 13.64 cum
- Chajja (F.F) — Qty: 26.51 sqm
- Roof slab (F.F) — Qty: 123.24 cum
- Stair case (F.F) — Qty: 1.69 cum
- Column & beam (S.F.) — Qty: 7.9 cum
- Lintel Bend (S.F.) — Qty: 1.38 cum
- Chajja (S.F.) — Qty: 1.62 sqm
- Roof slab (S.F.) — Qty: 7.44 cum
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