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Inquiry NowImprovement Of Existing Nallah, Margao - Tender Details
Explore tender information for Improvement Of Existing Nallah in Margao, including eligibility, deadlines, and bid specifics.
Department Of Water Resources
Margao, Goa, India
NTID 38907458
- Opening Date : Wed 22nd January, 2025
- Closing Date : Tue 21st January, 2025
- ₹ 2730969.00
- NTID 38907458
Improvement Of Existing Nallah Near Green View Hotel Malbhat Margao In Margao Assembly Constituency.
Documents
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
54620.00 -
Document Cost
4000.00 -
Estimated Cost
2730969.00
BOQ Items Total Items : 7 | Total Qty : 6655.97
# | Item | Quantity | Units |
---|---|---|---|
1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : a) All kinds of soil | 252.56 | Cu.m. |
2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 43.12 | Cu.m. |
3 | Centering & shuttering including Strutting, Propping & removal of forms for : i)Foundations, Footings, Bases for columns | 71.68 | Sq.m |
4 | ii)Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like | 626.80 | Sq.m |
5 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. | 5487.79 | kg |
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