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Revamping Of Sewer Lines phas, Kalpakkam - Tender Details
Explore tender information for Revamping Of Sewer Lines phas in Kalpakkam, including eligibility, deadlines, and bid specifics.
General Services Organisation
Kalpakkam, Tamil Nadu, India
NTID 39261144
Opening Date : Fri 28th February, 2025- Closing Date : Thu 27th February, 2025
- ₹ 6460000.00
- NTID 39261144
Revamping Of Sewer Lines (phase-ii) In Anupuram Township
Key Values: Document Cost: 0.00 | EMD: 129200.00 | Estimated Cost: 6460000.00
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
129200.00 -
Document Cost
Refer Documents -
Estimated Cost
6460000.00
BOQ Items Total Items : 78 | Total Qty : 8772
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavating trenches of required width by mechanical means (Hydraulic excavator / manual means) for pipes, cables etc., for depth upto 1.5m in all kinds of soil including excavation for sockets, dressing of sides, ramming of bottoms, getting out the excavated soil and then refilling the soil as required in layers not exceeding 200mm in depth, consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed within a lead of 50m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed), etc., all complete as per specification. | ||
| 2 | All kinds of soil upto 1.50mtr depth | 2110.00 | Cu.m |
| 3 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 350.00 | Cu.m |
| 4 | Earthwork excavation for trial pits of required size in hard gravelly soil and other types of soil upto 1.50 mtr. depth without damaging the existing underground service lines including shoring, strutting, bailing of water, protection of existing underground utilities such as water line, service cables, etc., refilling the sides of trial pit as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with a lead of 50 metres and finishing the surface to proper level etc., all complete as per specifications and as directed by Engineer- in-Charge. | 20.00 | Cu.m |
| 5 | Providing a system for dewatering and drainage of water from site to main drain so as to retain the excavated formation dry for the duration required including all equipment's, consumables, site protection, etc., all complete as per specifications and as directed by Engineer- in-Charge. | 200.00 | Kwh |
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