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NTID 42941163
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Inquiry NowCorrigendum Detailed Project in Tiruvannamalai - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Detailed Project" in Tiruvannamalai, India.
Rural Development And Panchayat Raj Department
Tiruvannamalai, Tamil Nadu, India
NTID 42941163
- Opening Date : Thu 11th December, 2025
- Closing Date : Thu 11th December, 2025
- ₹ 0.00
- NTID 42941163
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
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125000.00 -
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Refer Documents
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | punnai | Date |
BOQ Items Total Items : 18 | Total Qty : 13034.488
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Detailed Project Report for the work of strengthening of(R-69.VPR) Punnai -Osur road 0/0-1/380 km @ PUNNAI Panchayat in Vandavasi Block of Thiruvannamalai District | ||
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | 1987.200 | Sqm |
| 3 | Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers | 1317.63 | Sqm |
| 4 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water and other item which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications. | 577.040 | Cu.m |
| 5 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms KM.0/0-1/0 | 184.780 | Cu.m |
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