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Construction Of Court Building, PANDHARKAWADA - Tender Details
Explore tender information for Construction Of Court Building in PANDHARKAWADA, including eligibility, deadlines, and bid specifics.
Public Works Region
PANDHARKAWADA, Maharashtra, India
NTID 38706180
Opening Date : Mon 20th January, 2025- Closing Date : Fri 17th January, 2025
- ₹ 515034562.00
- NTID 38706180
Construction Of Court Building At Parsoda , Tq. Wani , Dist.yavatmal (with Electrification) Stilt With Ground Floor, 4 Floor, 06 Court Hall
Key Values: Document Cost: 3540.00 | EMD: 2567500.00 | Estimated Cost: 515034562.00
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
-
EMD
2567500.00 -
Document Cost
3540.00 -
Estimated Cost
515034562.00
BOQ Items Total Items : 1144 | Total Qty : 319258.62
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means For Ground Floor SUB ESTIMATE MAIN BUILDING | 6031.77 | Cum |
| 2 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical MeansFor Ground Floor SUB ESTIMATE OF PUMP HOUSE | 51.03 | Cum |
| 3 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means For Ground Floor SUB ESTIMATE OF COMPOUND WALL | 779.22 | Cum |
| 4 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means For Ground Floor SUB ESTIMATE CEMENT CONCRETE DRAIN | 591.85 | Cum |
| 5 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means For Ground Floor SUB ESTIMATE C. D. WORK | 46.79 | Cum |
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