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Tn 43 sl no 01 tvlr Div cridp , Chennai - Tender Details
Explore tender information for Tn 43 sl no 01 tvlr Div cridp in Chennai, including eligibility, deadlines, and bid specifics.
Highways Department
Chennai, Tamil Nadu, India
NTID 39361192
Opening Date : Tue 4th March, 2025- Closing Date : Tue 4th March, 2025
- ₹ 31718000.00
- NTID 39361192
Tn.43/sl.no.01/tvlr Div/cridp 2024-25
Key Values: Document Cost: 0.00 | EMD: 170000.00 | Estimated Cost: 31718000.00
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
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EMD
170000.00 -
Document Cost
Refer Documents -
Estimated Cost
31718000.00
BOQ Items Total Items : 80 | Total Qty : 161044
| # | 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 | ||
| 2 | Road A | 119.00 | Cubic Metre |
| 3 | Earth work excavation in all classes of soil except kankar requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL. | ||
| 4 | Road A | 630.00 | Cubic Metre |
| 5 | Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for PILE CAPS UNDER ABUTMENTS AND PIERS as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision) |
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