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NTID 45606729
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💬 Talk to Our Bidding ExpertCorrigendum Necessary Renova in CALCUTTA - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Necessary Renova" in CALCUTTA, India.
KOLKATA POLICE
CALCUTTA, West Bengal, India
NTID 45606729
- Opening Date : Thu 9th July, 2026
- Closing Date : Tue 7th July, 2026
- ₹ 257711.00
- NTID 45606729
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
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Date corrigendum | Date |
BOQ Items Total Items : 5 | Total Qty : 831.524
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Necessary renovation/restoration work at Lawn Tennis Court of Body Guard Lines, Kolkata, during the year 2026-2027. | ||
| 2 | Supplying and laying brick Khoa of ordinary bats of size (38mm x 63 mm) of approved quality in 100 mm layer (loose) filling in gaps with small ones rammed and compact as directed true to level and grade. | 669.78 | Sqm. |
| 3 | (A) 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) (B) Do - by fine sand | 80.374 | /%cum. |
| 4 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40). | 80.37 | Cum. |
| 5 | LWC 1% | 1.00 | each |
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