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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical 16 PRATAP NAGAR CHARBHUJA RAWATBHATA RAJASTHAN 323307 | RAWATBHATA | CHITTORGARH | RAJASTHAN | 323307 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹4.2 Cr
EMD Value
₹8.4 L
Closing Date
4 Jun 2026, 11:30 amClosed
CCE, RAPP 7 and 8
Vijay Bhawan, RR Site, Rawatbhata, Anushakti, Pincode 323303
Renovation of Technical Building at RAPP-7 and 8 and its isolation from RAPP-7 and 8 Main Plant Boundary, including construction of culverts, roads, fencing, and other associated miscellaneous works
2026_NPCIL_276394_1
NPC/RRS/78/2026/ CPT-A 2974
Open Tender
Civil Works
Item Rate
276 days
RAPP 7 and 8 RR site
As per Tender Document
4 documents required · 4 mandatory
₹0
₹8.4 L
Head / In Charge (C and MM), RR Site
28 May 2026
5 May 2026
6 Jun 2026
5 May 2026
4 Jun 2026
5 May 2026
5 May 2026 - 12 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SITE CLEARANCE: Surface dressing of ground including removing vegetations and / or inequalities not exceeding 15 cms deep and disposal of rubbish upto lead of 50 m and lift upto 1.5 m for all kind of soil, complete as per specifications and as directed by Engineer-in-Charge. | - | Sqm | 36 | - |
| 2EARTHWORK :Earthwork in excavation in all types of ground substrata consisting of hard rock / fragmented rock / soft rock / ordinary soils / filled up ground / murrum requiring use of rock breaker, drilling, chiseling with mechanical / manual means etc. up to a depth of 1.5 m from the original ground level and dewatering if required for foundation of walls, columns, platforms etc. including backfilling with selected excavated materials in plinth and foundation trenches in layers not exceeding 200 mm thick, watering ramming etc. complete and disposing off the surplus materials to a maximum radially measured lead of 1.0 KM. as per drawings, design , safety and specifications and directions of the Engineer. Note :- Bidders should essentially visit and inspect the construction sites and determine themselves the right and safest method/s of excavation considering the safety of nearby structures and population, before quoting their item rates (Blasting is not permitted). | |||||
| 2.1 | Up to 1.50 m depth from the average existing ground level. | - | Cum | 868 | - |
| 3BACKFILLING: Backfilling at all levels for road works, sides of foundations, trenches, and other low lying area with following excavated materials including cost of breaking/ crushing the same to required size, consolidation in layers, all complete as per drawings, specifications and as directed by Engineer-in-charge. | |||||
| 3.1 | Directly from excavated rock/ soil within the lead of relevant excavation item. | - | Cum | 49 | - |
| 3.2 | From stockpiles of excavated rock/ soil within a lead of 1500 m. | - | Cum | 498 | - |
| 3.3 | Extra over item no. 3.2 above for every additional lead of 500 m or part thereof. | - | Cum | 87 | - |
| 4 | GOOD EARTH: Supplying at site of good quality earth /morrum/ gravel excavated and brought from outside plant (borrow pits/ stock piles), free from weeds, roots, pebbles, rubble, boulders more than 150mm in size and other foreign material, including royalty & carriage, and filling earth (excluding rocks) in trenches, plinth, and sides of foundation, etc., in layers not exceeding 200 mm in depth, consolidating each deposited layer by ramming & watering, for lift up to 1.5 m, etc., all complete with safety and as per drawings, specifications and as directed by Engineer-in-charge.
Note: Only consolidated fill volume shall be measured and paid. | - | Cum | 1,860 | - |
| 5 | SAND FILLING: Supplying & filling with approved quality of sand including ramming, dressing, at all levels & for all leads, all complete as per drawings, specifications and as directed by Engineer-in-charge. | - | Cum | 2,580 | - |
| 6 | FILCRETE: Design, supply and place filcrete of pumpable consistency for backfilling below ground level and encasing of CCW pipe, with cement, sand, and fly ash mix of M-5 grade inclusive of all materials, tools, formwork, plants, etc., all complete as per drawings, specifications and as directed by Engineer-in-charge.
Note: No recovery shall be made against use of deparmental stone for this item. | - | Cum | 6,458 | - |
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