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| Tender ID | 4034735 |
|---|---|
| Organisation Name | Rajasthan Rajya Vidyut Prasaran Nigam Limited |
| Tender Brief | Construction Of Foundation For 1 No 220 Kv Bay For M/s Rays Expert At 400 Kv Gss, Surpura, Jodhpur |
| Last Date For Submission | 24th Apr, 2026 |
| Opening Date | 27 Apr, 2026 |
| Document Cost | 1180.00 |
|---|---|
| EMD | 47200.00 |
| Estimated Cost | 2360000.00 |
| City | Jodhpur |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | (B-1/1.8) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | 40.00 | P.Cum |
| 2 | (B-1/1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil | 165.00 | P.Cum |
| 3 | ( B-1/1.1) Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil | 1480.00 | P.Sqm |
| 4 | (B-4/4.1.7) Disposal/carriage of earth inculding loading unloading and transportation with in a lead of 3.0 KM complete as per direction of | 450.00 | P.Cum |
| 5 | ( B-1/3.1.6) Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 11.00 | P.Cum |
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