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NTID 43823835
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💬 Talk to Our Bidding ExpertCorrigendum Construction Of in Tiruvallur - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Construction Of " in Tiruvallur, India.
Registrar Cooperative Societies
Tiruvallur, Tamil Nadu, India
NTID 43823835
- Opening Date : Wed 4th March, 2026
- Closing Date : Tue 3rd March, 2026
- ₹ 0.00
- NTID 43823835
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
2250000.00 -
Document Cost
Refer Documents -
Estimated Cost
Refer Documents
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Updated BOQ | BOQ |
| 2 | Date Extension | Date |
| 3 | CLARIFICATIONS ON QUERIES | Other |
BOQ Items Total Items : 771 | Total Qty : 188658.619
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Civil - Hostel Block | ||
| 2 | Cleaning removal of Heavy Jungle clearing the debris away from the site including cost of required tools and plant and necessary etc., all complete in all respect and as directed by the departmental officers. (W-0001) | 946.06 | Sqm |
| 3 | Bored cast in situ piles Installation of vertical cast in situ bored piles of following dia using design mix of grade M 40 concrete (using hard broken stone graded chips of size 20mm and less) by setting the bored cast in situ pile equipments with all acccessories and tools at each of locations based on the sequence of operations as directed by the Engineer-in-charge, boring for the piles from ground level in all soils to the required depth below cut off level to carry a safe working load not less than specified using transit bore mud circulation method (using bentenite clay of required density) inclusive of pile driving accessories, temporary casing pipe, bentonite solution of 10% of concrete with required specific density, mobilisation, transferring, installation of pile driving accessories from one location to another, removal of mud from site upto a distance of 5km as directed by the departmental officers, the cost of shoe and length of pile to be embedded in the pile cap but excluding cost of steel and fabrication of reinforcement grills etc., complete complying with relevant standard specifications and as directed by the departmental officers. [The length of pile shall be measured from the top of shoe to the bottom of pile cap]. | ||
| 4 | 500mm dia | 1943.400 | Rmt |
| 5 | 600mm dia | 516.600 | Rmt |
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