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NTID 44321156
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Inquiry NowConstruction Of Strom Water Dr in Erode - Complete Tender Details
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MUNICIPAL CORPORATION
Erode, Tamil Nadu, India
NTID 44321156
- Opening Date : Thu 5th March, 2026
- Closing Date : Thu 5th March, 2026
- ₹ 3500000.00
- NTID 44321156
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
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EMD
35000.00 -
Document Cost
Refer Documents -
Estimated Cost
3500000.00
BOQ Items Total Items : 10 | Total Qty : 3317
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification (TNDSS No. 23, 24) | 582.00 | M3 |
| 2 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard speci cation and as directed by the departmental of cers. -Mixing by manual means | 48.00 | M3 |
| 3 | Centering for soffits of RCC slabs plane surface including strutting upto 3.00m height using mild steel of size 90cmx60cmx10 gauge fitted with MS angle of size 25mmx25mmx3mm laid over silver oak (CW) joists of size 10cmx6cm spaced at 90cm c/c and supported by causrina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification | ||
| 4 | a) without Strutting -Side Wall | 1346.00 | M2 |
| 5 | b) with Strutting -Culvert | 25.00 | M2 |
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