Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC B 4 NEAR CENTRAL PARK RHB COLONY SOUTH EXTN BALICHA UDAIPUR RAJASTHAN | UDAIPUR | UDAIPUR | RAJASTHAN | ₹3.9 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹4.6 Cr+₹70.5 L (17.9%)Rejected-AOC 9 206 UDAY SINGH JAIN ROAD ALIGARH 202001 | ALIGARH | UTTAR PRADESH | 202001 | ₹4.6 Cr+₹70.5 L (17.9%) | L2 | Rejected-AOC not L1 |
| 3 | L3₹4.7 Cr+₹77.5 L (19.7%)Rejected-AOC | ₹4.7 Cr+₹77.5 L (19.7%) | L3 | Rejected-AOC not L1 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not meeting EMD criteria Clause 4.3 of NIT |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | Durga Impex L1 | Technical Construction Company L2 | CHAUHAN BROTHERS L3 |
|---|---|---|---|---|---|---|
| 0.001) All safety & security regulations shall be followed strictly as per specifications & conditions of contract. 2) Scaffolding is included for all the items for all height/depth whether specified in the item or not, the contractor shall quote rates accordingly. No extra payment shall be made for the same. 3) The contractor shall follow relevant IS codes/technical specifications for execution of work. | ||||||
| 1.00EARTH WORK : | ||||||
| 1.01 | Earth work in EXCAVATION below ground level upto 1.5m depth for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification, including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed, but excluding shoring and strutting. | 715 | Cum | 100 ₹71,500 Lowest | 200 ₹1,43,000 | 220 ₹1,57,300 |
| 1.02 | Earth work in EXCAVATION below ground level upto 1.5m depth for all kinds of works in SOFT ROCK as classified in specification, including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed, excluding shoring and strutting. | 180 | Cum | 100 ₹18,000 Lowest | 200 ₹36,000 | 550 ₹99,000 |
| 1.03 | Earthwork in filling with borrow earth for all heights and depths for site grading or at any other place as directed to proper levels, slopes, grades and camber with selected earth obtained from approved borrow areas for all leads from Complex Limit including excavation of earth at borrow areas, clearing and stripping at borrow areas (if necessary), loading, unloading, transportation etc. clearing and stripping at filling areas, uprooting of vegetation, roots and disposal of the shrubs, bushes, roots etc., consolidating exposed natural soil to 90% of maximum laboratory dry density as per IS:2720, breaking clods, spreading in layers not exceeding 30 cm loose thickness, watering, ramming and compacting with road roller to give at least 90% of max. laboratory dry density as per IS:2720, providing testing apparatus and testing the degree of consolidation, dressing and leveling, etc. complete, including disposal of all unserviceable materials if any beyond the plant boundary limits for all leads etc., as per drawings, specifications and directions of Engineer-in-Charge. (Borrow areas shall be arranged by Contractor at his own cost. The rate quoted shall include all royalties, right-of-way etc. complete). | 592 | Cum | 400 ₹2,36,800 | 300 ₹1,77,600 Lowest | 850 ₹5,03,200 |
| 1.04 | Supplying and Filling with Manufactured SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve 85% relative density as per IS:2720 Part XIV, including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, material, equipments etc. all complete. | 300 | Cum | 950 ₹2,85,000 Lowest | 1,500 ₹4,50,000 | 950 ₹2,85,000 Lowest |
| 1.05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 50 | Cum | 70 ₹3,500 Lowest | 300 ₹15,000 | 180 ₹9,000 |
| 1.06Lead charges within NFC Plant for additional lead over the initial lead by mechanical transport, including loading, unloading, stacking, the disposable soil, rock , other unserviceable materials etc., Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for rock. | ||||||
| 1.06 | a) For soil and fine materials | 765 | Cum | 70 ₹53,550 Lowest | 200 ₹1,53,000 | 70 ₹53,550 Lowest |
| 1.06 | b) For Debris/rock | 350 | Cum | 70 ₹24,500 Lowest | 200 ₹70,000 | 100 ₹35,000 |
Tender Value
₹4.9 Cr
EMD Value
₹9.7 L
Closing Date
15 Dec 2025, 2:00 pmClosed
Chief Engineer and DCE (CED, PD and EP),
Civil Engineering Division, Nuclear Fuel Complex, Hyderabad-500062
Flooring, waterproofing and other civil works for various plant and non-plant buildings at NFC Kota.
2025_NFC_887795_1
C/1416/2025
Open Tender
Civil Works
Sale
365 days
NFC-Kota Rawatbhata
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹9.7 L
30 Apr 2026
1 Dec 2025
16 Dec 2025
1 Dec 2025
15 Dec 2025
4 Dec 2025
1 Dec 2025 - 3 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 01) All safety & security regulations shall be followed strictly as per specifications & conditions of contract. 2) Scaffolding is included for all the items for all height/depth whether specified in the item or not, the contractor shall quote rates accordingly. No extra payment shall be made for the same. 3) The contractor shall follow relevant IS codes/technical specifications for execution of work. | |||||
| 1EARTH WORK : | |||||
| 1.01 | Earth work in EXCAVATION below ground level upto 1.5m depth for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification, including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed, but excluding shoring and strutting. | 715 | Cum | - | - |
| 1.02 | Earth work in EXCAVATION below ground level upto 1.5m depth for all kinds of works in SOFT ROCK as classified in specification, including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed, excluding shoring and strutting. | 180 | Cum | - | - |
| 1.03 | Earthwork in filling with borrow earth for all heights and depths for site grading or at any other place as directed to proper levels, slopes, grades and camber with selected earth obtained from approved borrow areas for all leads from Complex Limit including excavation of earth at borrow areas, clearing and stripping at borrow areas (if necessary), loading, unloading, transportation etc. clearing and stripping at filling areas, uprooting of vegetation, roots and disposal of the shrubs, bushes, roots etc., consolidating exposed natural soil to 90% of maximum laboratory dry density as per IS:2720, breaking clods, spreading in layers not exceeding 30 cm loose thickness, watering, ramming and compacting with road roller to give at least 90% of max. laboratory dry density as per IS:2720, providing testing apparatus and testing the degree of consolidation, dressing and leveling, etc. complete, including disposal of all unserviceable materials if any beyond the plant boundary limits for all leads etc., as per drawings, specifications and directions of Engineer-in-Charge. (Borrow areas shall be arranged by Contractor at his own cost. The rate quoted shall include all royalties, right-of-way etc. complete). | 592 | Cum | - | - |
| 1.04 | Supplying and Filling with Manufactured SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve 85% relative density as per IS:2720 Part XIV, including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, material, equipments etc. all complete. | 300 | Cum | - | - |
| 1.05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 50 | Cum | - | - |
| 1.06 | Lead charges within NFC Plant for additional lead over the initial lead by mechanical transport, including loading, unloading, stacking, the disposable soil, rock , other unserviceable materials etc.,
Note: Measurement of lead charges will be based on truck measurement with a deduction of voids @20% and 50% for rock. | - | - | - | - |
| 1.061 | a) For soil and fine materials | 765 | Cum | - | - |
| 1.062 | b) For Debris/rock | 350 | Cum | - | - |
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.45 MB
BOQ_933149.xls
BOQ • 0.49 MB
FinancialBidDocument.pdf
Tender Documents • 0.32 MB
Bidderdeclaration.pdf
Tender Documents • 0.19 MB
Biddocument5TECHFORMSATOH.xls
Tender Documents • 0.08 MB
Biddocument4GCCSCC.pdf
Tender Documents • 1.19 MB
Biddocument6Specs.rar
Tender Documents • 26.66 MB
Biddocument7_AERBControlofWorks.pdf
Tender Documents • 0.27 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .