Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4444714 |
|---|---|
| Organisation Name | Department Of Atomic Energy |
| Tender Brief | Construction Of Hospital First Floor Phase-iii, Service Block And Auxiliary Block In Dae Hospital, Anupuram. |
| Last Date For Submission | 18th Jun, 2026 |
| Opening Date | 19 Jun, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 2141100.00 |
| Estimated Cost | 114110000.00 |
| City | Kalpakkam |
|---|---|
| State | Tamil Nadu |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | CIVIL WORKS Earthwork in open / Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sq.m on plan in all types of soil, mixture of gravel and disintegrated rock, hard stiff clay including grading and levelling neatly by breaking clods, disposal of excavated earth upto 50m lead & lift upto 1.5m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specifications. | 710.00 | Sq.m. |
| 2 | Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including shoring, strutting, bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of trenches within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-charge. (Note: Only plan dimension of the foundation concrete shall be measured for payment except for under ground water proofing.) | ||
| 3 | All kinds of soil upto 1.50mtr depth | 870.00 | Cu.m |
| 4 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 585.00 | Cu.m |
| 5 | Earthwork excavation by mechanical means (Hydraulic excavator)/ manual means for foundations, trenches, etc., not exceeding 1.5mtr. in width or 10 sqm on plan in following type of soil/rock including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of trenches within a lead of 50m, etc., all complete as per specifications and as directed by the Engineer-in-charge. |
18 Days Left