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Inquiry NowEmergent Leak Repairing Includ, Kamarhati - Tender Details
Explore tender information for Emergent Leak Repairing Includ in Kamarhati, including eligibility, deadlines, and bid specifics.
KOLKATA METROPOLITAN DEVELOPMENT AUTHORITY
Kamarhati, West Bengal, India
NTID 38866019
- Opening Date : Mon 20th January, 2025
- Closing Date : Fri 17th January, 2025
- ₹ 130066.00
- NTID 38866019
Emergent Leak Repairing Including Construction Of Valve Chamber Of 300 Mm Dia. C.i Sludge Pipe Line Replaced By Ms Pipe For Baranagar Kamarhati Water Treatment Plant, Phase-i Within Wtp Area.
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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BOQ Items Total Items : 25 | Total Qty : 238493.246
# | Item | Quantity | Units |
---|---|---|---|
1 | Cutting & picking up existing metalled black top portion of road surface to an average depth of 300 mm by using Jack hammer with all necessary tool and plant including reening the erviceable materials & stacking within a lead of 75 mtr. all complete as per direction of the Engineer-in- Charge.Cutting & picking up existing metalled black top portion of road surface to an average depth of 300 mm by using Jack hammer with all necessary tool and plant including reening the erviceable materials & stacking within a lead of 75 mtr. all complete as per direction of the Engineer-in- Charge. | 1.500 | m3 |
2 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. | 7.500 | m3 |
3 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring | 2.860 | m3 |
4 | Hire and labour charges for shoring work(including necessary close plank walling, framing,Eucalyptus/Jhou bulla piling, strutting etc)complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge). (a) Depth upto 1.5m | 13.500 | m3 |
5 | For additional depth beyond 1.5 m. and upto 3.00 m | 5.400 | m3 |
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