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Construction Of Annathana Kood, Karaikudi - Tender Details
Explore tender information for Construction Of Annathana Kood in Karaikudi, including eligibility, deadlines, and bid specifics.
Hindu Religious and Charitable Endowments Department
Karaikudi, Tamil Nadu, India
NTID 39424282
Opening Date : Mon 17th March, 2025
Closing Date : Mon 17th March, 2025
- ₹ 7000000.00
- NTID 39424282
Construction Of Annathana Koodam (50 Capacity) At Arulmighu Suyampirakasa Eswarar Temple In Iluppakudi Village , Karaikudi Taluk, Sivagangai District .
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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
42750.00 -
Document Cost
Refer Documents -
Estimated Cost
7000000.00
BOQ Items Total Items : 122 | Total Qty : 7823.35
# | Item | Quantity | Units |
---|---|---|---|
1 | Name Of Work :Construction of Annathana Koodam (50 Capacity) at Arulmighu Suyampirakasa Eswarar Temple in Iluppakudi Village , Karaikudi Taluk, Sivagangai District . | ||
2 | Name of the work :Construction of Annathana Koodam (50 Capacity) at Arulmighu Suyampirakasa Eswarar Temple in Iluppakudi Village , Karaikudi Taluk, Sivagangai District . | ||
3 | Earth work excavation for foundation (for narrow excavation) 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. | 144.00 | Cum |
4 | Earth work excavation for Open foundation in all classes of soils and sub soils and to the depth as may be directed except in hard rock, requiring blasting, including initial leads and lifts and re-filling the sides of foundation, with excavated earth in 150mm layers well watered rammed and consolidated, including depositing the surplus earth within the compound in places shown with initial leads and lifts, clearing and levelling the site, shoring strutting baling of water wherever necessary etc., complete complying with standard specification. | 23.00 | Cum |
5 | 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. | 66.00 | Cum |
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