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NTID 39794388
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Construction Of Ornamental Tem, Bhavani - Tender Details
Explore tender information for Construction Of Ornamental Tem in Bhavani, including eligibility, deadlines, and bid specifics.
Hindu Religious and Charitable Endowments Department
Bhavani, Tamil Nadu, India
NTID 39794388
- Opening Date : Wed 16th April, 2025
- Closing Date : Wed 16th April, 2025
- ₹ 7066234.00
- NTID 39794388
Key Values: Document Cost: 0.00 | EMD: 45400.00 | Estimated Cost: 7066234.00
Tender Description
Construction Of Ornamental Temple Arch At West Side Entrance Ii For Arulmigu Bhavani Amman Temple, Periyapalayam, Uthukottai Taluk, Thiruvallur District.
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
45400.00 -
Document Cost
Refer Documents -
Estimated Cost
7066234.00
BOQ Items Total Items : 29 | Total Qty : 1953.1
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. 0.00 to 2.00m depth | 84.00 | cum |
| 2 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 and additional 1 metre lift and clearing and levelling the site, etc., complete complying with standard specification. 2.00 to 3.00m depth | 36.50 | cum |
| 3 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 and additional 2 metre lift and clearing and levelling the site, etc., complete complying with standard specification. 3.00 to 4.00 depth | 9.10 | cum |
| 4 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 3.60 | cum |
| 5 | Cement Concrete 1:5:10 (One part of Cement Five part of sand and Ten part of hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary rammed, consolidated and curing etc. complete complying with standard specification. | 4.80 | cum |
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