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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accept |
| 2 | Accepted-Technical | Accepted-Technical Accept |
| 3 | Accepted-Technical RANGNATH NAGAR AMBAD ROAD JALNA | JALNA | JALNA | MAHARASHTRA | Accepted-Technical Accept |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹57.0 L
EMD Value
₹57,000
Closing Date
30 Apr 2026, 5:00 pmClosed
DWC MI ZP JALNA
DWC MI ZP JALNA
K.T. Weir At Village Lingsa Tq.Partur Dist Jalna
2026_JALNA_1297384_9
DWC/MI/ZP/jalna/2026-27
Open Tender
Civil Works - Others
Percentage
90 days
JALNA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,700
₹57,000
5 Aug 2026
23 Apr 2026
2 May 2026
23 Apr 2026
30 Apr 2026
23 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in all Kinds of Soil including boulders upto 0.6m dia (0.113 cum) for canal, seating of embankment, filter catch drains etc and placing excavated stuff all material machinery, neatly in dump area or formation of embankment as directed including cost of labour, dressing bed and side to required level and profile etc with lead 1 km and 6m lift | - | Cmt | - | - |
| 2 | Nalla Deeping | - | Cmt | - | - |
| 3 | Excavation in Hard Murum including boulders upto 0 6m dia (0.113 cum) for canal, seating of embankment, filter catch drains etc and placing excavated stuff neatly in dump area or formation of embankment as directed including cost of all material machinery. labour, drssing bed and side to required level and profile etc with lead 1 km and 6m lift dressing | - | Cmt | - | - |
| 4 | Excavation in Soft Rock Without balsting including boulders upto 0.6m dia (0113 cum) for canal, seating of embankment, filter catch drains etc and placing excavated stuff neatly in dump area or formation of embankment as directed including cost of all material machinery, labour, drssing bed and side to required level and profile etc with lead 1 km and 6m lift | - | M.T | - | - |
| 5 | Excavation in Hard Rock of all toughness including boulders upto 0.6m dia (0.113 cum) for canal, seating of embankment, filter catch drains etc and placing excavated stuff neatly in dump area or formation of embankment as directed including cost of all material machinery, labour, dressing bed and side to required level and profile etc with lead 1 km and 6m lift | - | M.T | - | - |
| 6 | Weir | - | Cmt | - | - |
| 7 | Abutment | - | Cmt | - | - |
| 8 | Key Wall | - | Cmt | - | - |
| 9 | Pier | - | No | - | - |
| 10 | Providing and laying in situ cement concrete of grade M-15 (40 MSA) of trap/granite/gneiss/quartzite/graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy of special type of shuttering for works of gallery, sluice, spillway crest, spillway down stream face, energy dissipating structures, intake structures, training walls, piers, abutment etc. with Batching plant and Transit mixer with shuttering and scaffolding compacting Curing etc complete with an initial lead 50 and lift of 1.5m.. For Slab | - | No | - | - |
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