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| Tender ID | 4821744 |
|---|---|
| Organisation Name | Rajasthan Rajya Vidyut Prasaran Nigam Limited |
| Tender Brief | Corrigendum : Construction Of 2 Nos 33 Kv Bay For Avvnl At 132 Kv Gss Sagwara |
| Last Date For Submission | 17th Jul, 2026 |
| Opening Date | 20 Jul, 2026 |
| Document Cost | 1180.00 |
|---|---|
| EMD | 30200.00 |
| Estimated Cost | 1510000.00 |
| City | Udaipur |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | (B-44/1.8) 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. | 50.00 | Cum. |
| 2 | (B-44/1.9.1) Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains not exceeding 1.5 m in width or 10 sum on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available. Ordinary Rock. | 50.00 | Cum. |
| 3 | (B-54/3.1.6) Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering; All up to plinth level, 1:4:8 (1-Cement:4-coarse sand:8-graded stone aggregate 40 mm nominal size). | 10.00 | Cum. |
| 4 | (B-62/4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code). | 1380.00 | Kg. |
| 5 | (B-59/4.1) Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix. | 60.00 | Cum. |
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