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NTID 44352814
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💬 Talk to Our Bidding ExpertConstruction Of Compound Wall in Coimbatore - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Compound Wall " in Coimbatore, India.
Rural Development And Panchayat Raj Department
Coimbatore, Tamil Nadu, India
NTID 44352814
- Opening Date : Wed 11th March, 2026
- Closing Date : Wed 11th March, 2026
- ₹ 1035000.00
- NTID 44352814
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
10350.00 -
Document Cost
Refer Documents -
Estimated Cost
1035000.00
BOQ Items Total Items : 15 | Total Qty : 848.49
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Construction of Compound wall around community hall Thanikandi H/o Narasipuram Panchayat | ||
| 2 | Earth work excavation for foundation in all soils and sub-soils such as hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, hard gravelly soil to full depth as may be directed., Compound wall and grade beam | 57.15 | M3 |
| 3 | Cement concrete 1:4:8 (One of cement, four of sand and eight of hard 2 broken stone) using 40mm size hard broken stone inclusive of shoring. strutting, bailing out water, ramming, curing etc., Compound wall & grade beam | 6.12 | M3 |
| 4 | Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm x 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm x 25mm x 3mm laid over 3 Silver oak (cw) joists of size 10cm x 6.5cm (Spaced about 91cm c/c) and supported by casurina props of 10cm to 13cm dia (Spaced at 75cm c/c) as noted below including removing the same after specified period without damaging RCC works in all floors etc. | ||
| 5 | a) Centring below Ground level Compound wall and grade beam | 67.20 | M2 |
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