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Repairs To Pakka Bandhara At T, Palghar - Tender Details
Explore tender information for Repairs To Pakka Bandhara At T in Palghar, including eligibility, deadlines, and bid specifics.
PANCHAYAT SAMITI
Palghar, Maharashtra, India
NTID 38916713
Opening Date : Tue 28th January, 2025- Closing Date : Sat 25th January, 2025
- ₹ 632115.00
- NTID 38916713
Repairs To Pakka Bandhara At Tilonda Patil Pada Tal Jawhar
Key Values: Document Cost: 2360.00 | EMD: 6321.00 | Estimated Cost: 632115.00
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
BOQ Items Total Items : 18 | Total Qty : 252.91
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in soft rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road including cost of all materials, machinery, labour, dressing bed & sides to required level and profile etc. complete with leads as below and all lifts as directed. | 21.12 | One cubic meter |
| 2 | Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia.(0.113Cum) minimizing damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling /pre-splitting /smooth blasting techniques and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, leveling bed etc., complete with leads as below and all lifts as directed. | 12.90 | One cubic meter |
| 3 | Drilling 75mm dia hole in masonry / rock by diamond drilling from foundation gallery floor at required depth including flushing the hole including conveying all machinery equipment and necessaryn dewatering etc. complete. As directed by Engineer-in-charge. | 17.50 | One Running Meter |
| 4 | Providing and injecting cementatious grout as per specification in the drilled holes at required pressure including supplying, conveying cement, micro silica, fly ash, admixture (Accelerator, Binder, Super plasticizer) grouting machinery with packer system etc. complete, As directed by Engineer-in-charge A) Grouting for hole 6.00 m. depth. (For Dam Top) | 5.00 | One cubic meter |
| 5 | Providing and constructing Loose boulder structure /dry rubble rock-toe using rubble and stone chips from available materials, labour, conveying, hand packing rubble and stone chips, finishing top and sides to required slopes etc., complete with lead up to 50 m and all lifts. | 10.68 | One cubic meter |
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