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| Tender ID | 3766884 |
|---|---|
| Organisation Name | Goa State Urban Development Agency |
| Tender Brief | Corrigendum : Construction Of Commercial Building And Multipurpose Hall Including Including Monday Market In The Property Bearing Sy. No. 25/36 Of Cassabe-de-sanquelim Village Of Bicholim Taluka. |
| Last Date For Submission | 10th Apr, 2026 |
| Opening Date | 11 Apr, 2026 |
| Document Cost | 20000.00 |
|---|---|
| EMD | 1903329.00 |
| Estimated Cost | 95166457.00 |
| City | Sanquelim |
|---|---|
| State | Goa |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Felling trees of girth(measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads : Beyond 30 cm and upto 60 cm grith | 30.000 | Each |
| 2 | Felling trees of girth(measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads : Beyond 60 cm and upto 120 cm grith | 30.000 | Each |
| 3 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas for all leads & lifts in all types of strata comprising of any type of materials either in full or part as the case may be adopting any method/methods as may be convenient as permitted (excluding blasting) in all conditions such as dry, moist, foul, saturated, submerged etc. including dressing of sides, planking and strutting, timbering, ramming of bottom, pumping and bailing out water, barricading, danger lighting, guarding and carting away excess excavated earth at the site identified by the contractor and obtaining all statuatory approvals, as directed by engineer for 50m lead and all lifts etc complete. | 3144.000 | Cu.m. |
| 4 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation/pipeline trenches drains for all leads & lifts in all types of strata comprising of any type of material either in full or part as the case may be adapting any method/methods as may be convenient as permitted (excluding blasting) in all conditions such as dry, moist, foul, saturated, submerged etc. including dressing of sides, planking and strutting, timbering, ramming of bottom, pumping and bailing out water, barricading, danger lighting, guarding and carting away excess excavated earth at the site indentified by the contractor and obtaining all statuatary approvals, as directed by engineer for 50m lead and all lifts etc complete. | 957.000 | Cu.m. |
| 5 | Refilling the pipeline/foundation trenches, plinth sides, foundation, etc.with available excavated earth in layers not exceeding 20cm in depth consolidating each layer by ramming and watering lead upto 50m and all lifts and disposal of surplus earth as directed. | 4101.000 | Cu.m. |
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