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NTID 43063414
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Inquiry NowConstruction Of Rob At Km 23 6 in Virudhunagar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Rob At Km 23 6" in Virudhunagar, India.
Highways Department
Virudhunagar, Tamil Nadu, India
NTID 43063414
- Opening Date : Tue 30th December, 2025
- Closing Date : Tue 30th December, 2025
- ₹ 224085527.00
- NTID 43063414
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
1150000.00 -
Document Cost
Refer Documents -
Estimated Cost
224085527.00
BOQ Items Total Items : 117 | Total Qty : 793330.904
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling the existing and fell down plain concrete structure in the cause way such as PCC pavement slab, pier bottom slab, pier wall, bed block, pier protection top slab and disposing the demolished material including all other incidental charges etc., with a lift upto 3 m and lead upto 1 km as per specification and as per directions of Departmental officers for Dismantling Cement Concrete Slab | 873.00 | Cum |
| 2 | Dismantling the existing and fell down RCC concrete structures in the cause way such as deck slab, raft bed slab, pier protection side walls and disposing the demolished material including all other incidental charges etc., with a lift upto 3 m and lead upto 1 km as per specification and as per directions of Departmental officers for Dismantling the Reinforced Cement Concrete Slab | 15.00 | Cum |
| 3 | Dismantling the existing and fell down stone Masanory structures such as Retaining wall, revetment, pitching and disposing the demolished material including all other incidental charges etc., with a lift upto 3 m and lead upto 1 km as per specification and as per directions of Departmental officers for Dismantling Stone Masonry structures. | 38.00 | Cum |
| 4 | Earth work excavation in all classes of soil including weathered rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour,equipments and all other incidential charges backfilling, and clearing the sits and disposal of all surplus materials etc, complete as per section 300 of MORT&H specification (V Revision) for FOUNDATION OF ABUTMENTS and PIERS Retaining wall (considering average Ground Level) For Main work Depth upto 2.00m | 1104.00 | Cum |
| 5 | Pier Protection around Piers | 77.00 | Cum |
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