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| Tender ID | 3882757 |
|---|---|
| Organisation Name | Rural Development Department |
| Tender Brief | Corrigendum : Repairs To Storage Bandhara At Katalapur Tal- Akole Dist-ahilyanagar |
| Last Date For Submission | 14th Apr, 2026 |
| Opening Date | 15 Apr, 2026 |
| Document Cost | 590.00 |
|---|---|
| EMD | 10056.00 |
| Estimated Cost | 1005587.00 |
| City | Akole |
|---|---|
| State | Maharashtra |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Name of Work :- Repairs to satha bandhara at Katalapur , Tal:- Akole | 1.00 | ls |
| 2 | Item No. 1 :-Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. | 36.64 | Cum |
| 3 | Item No. 2 :-Excavation in Hard Murum 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 material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. | 8.25 | Cum |
| 4 | Item No. 3 :-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 as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. | 17.25 | Cum |
| 5 | Item No. 4 :-Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia. (0.113Cum) minimizing damage to side slopes of excavation in water prism area by adopting any one oe combination of line drilling / pre-spilting/ smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m and lift up to 6 m. | 26.25 | Cum |
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