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NTID 43407519
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Inquiry NowCorrigendum Construction Of in Hooghly - Complete Tender Details
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MUNICIPAL AFFAIRS DEPARTMENT
Hooghly, West Bengal, India
NTID 43407519
- Opening Date : Mon 16th February, 2026
- Closing Date : Thu 12th February, 2026
- ₹ 124278.00
- NTID 43407519
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
2486.00 -
Document Cost
Refer Documents -
Estimated Cost
124278.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Date Corrigendum | Date |
| 2 | Corrigendum | Date |
BOQ Items Total Items : 16 | Total Qty : 227515.785
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation of foundation trenches or drains, including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. | 13.563 | %Cu.m |
| 2 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. | 2.713 | %Cu.m |
| 3 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | 2.875 | %Cu.m |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 28.750 | Sq.m |
| 5 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion | 2.875 | Cu.m |
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