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NTID 44087439
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💬 Talk to Our Bidding ExpertCorrigendum Improvement Of R in Tiruvannamalai - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Improvement Of R" in Tiruvannamalai, India.
Rural Development And Panchayat Raj Department
Tiruvannamalai, Tamil Nadu, India
NTID 44087439
- Opening Date : Fri 6th March, 2026
- Closing Date : Fri 6th March, 2026
- ₹ 5170000.00
- NTID 44087439
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
51700.00 -
Document Cost
Refer Documents -
Estimated Cost
5170000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Date | Date |
| 2 | Date2 | Date |
| 3 | Date3 | Date |
BOQ Items Total Items : 21 | Total Qty : 8804.46
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Part I : Improvement of the Road from Azhividaithangi ADC Road 0/0-0/600 R - 116 | ||
| 2 | Clearing the Scrub jungle including cutting the scrubs and removing away from site etc., | 918.00 | Sqm |
| 3 | 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 as per 20B | 275.40 | Cum |
| 4 | 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 | 91.80 | Cum |
| 5 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M35 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 286.88 | Cum |
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