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| Tender ID | 4184278 |
|---|---|
| Organisation Name | Rural Development Department |
| Tender Brief | Corrigendum : Construction Of Water Supply Scheme To The New Building Of The Z.p. School At Chari Patilpada Under G.p. Chari-kotabi Tal - Dahanu Dist - Palghar. |
| Last Date For Submission | 19th May, 2026 |
| Opening Date | 20 May, 2026 |
| Document Cost | 4720.00 |
|---|---|
| EMD | 39096.00 |
| Estimated Cost | 3909571.00 |
| City | Palghar |
|---|---|
| State | Maharashtra |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | SUB WORK 1- SOURCE WELL Item no.1.Excavation for foundation/pipe trenches in earth,soils of all types,sand,gravel and soft murum,inluding removing the excavated materials upto a distance of 50 metres and lift as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling, etc complete.Item No.1 :- Excavation for foundation/pipe trenches in earth,soils of all types,sand,gravel and soft murum,inluding removing the excavated materials upto a distance of 50 metres and lift as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling, etc complete.. | 169.56000 | Cum |
| 2 | Item no.2. Excavation for foundationin hard murum, and boulders, including removing the excavated material up to a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 1.50 to 3.0 m | 117.75000 | Cum |
| 3 | Item no.3. Excavation for foundation /pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up to a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 3.00 to 4.50 mt | 95.38000 | Cum |
| 4 | Item no.4. Excavation for foundation /pipe trenches in hard rock by controlled blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated materials and stacking it in measurable heaps within a distance of 50 meters from the area and lifts as below normal dewatering, excluding backfilling, etc. complete. A] Lift 4.50 to 6.00 mt. | 75.36000 | Cum |
| 5 | B] Lift 6.0 to 7.50 Mtr. | 57.70000 | Cum |
Closed