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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.5 LAccepted-AOC | ₹24.5 L | L1 | Accepted-AOC Work has been awarded |
| 2 | L2₹26.9 LRejected-Finance AT BAHARANA PO BAULANGA PS GOP DIST PURI | PURI | ODISHA | 752001 | ₹26.9 L | L2 | Rejected-Finance Not Selected in lottery system |
| 3 | L3₹28.8 LRejected-Finance | ₹28.8 L | L3 | Rejected-Finance Not Selected in lottery system |
| 4 | L3₹28.8 LRejected-Finance | ₹28.8 L | L3 | Rejected-Finance Not Selected in lottery system |
| 5 | L3₹28.8 LRejected-Finance | ₹28.8 L | L3 | Rejected-Finance Not Selected in lottery system |
Updated dates
Tender Value
₹28.8 L
EMD Value
₹28,800
Closing Date
29 Dec 2025, 5:00 pmClosed
SUPERINTENDING ENGINEER, R.W DIVISION, NIMAPARA
O/O THE SUPERINTENDING ENGINEER, R.W.D, NIMAPARA
Road Work
2025_CERWI_122786_6
Tender Online Divn.NPR-09/2025-26
National Competitive Bid
Civil Works - Roads
90 days
Nimapara
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹28,800
Yes
5 May 2026
9 Dec 2025
30 Dec 2025
9 Dec 2025
29 Dec 2025
9 Dec 2025
9 Dec 2025 - 29 Dec 2025
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness as per direction of Engineer-in-Charge
Earthwork in excavation of foundation in hard soil including dressing and levelling the bed up to the required depth & removing the excavated earth & depositing the same away from the work site within initial lead of 50 mtr & initial lift of 1.5 mtr, including cost of labour T&P articles required for the work including shoring, shuttering, propping & dewatering if required, etc. complete in all respect as per the specification & direction of the Engineer-in-Charge. Key Wall
Protection Wall
Supplying and filling in foundation trenches and plinth with sand, well watered and rammed in layers not exceeding 15cm in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge. Key Wall
Protection Wall
Plain Cement Concrete in open foundation with clean black hard granite stone aggregates of 40mm & down graded size of approved quality from approved quarry as per drawings & Technical Specification Clause 1109, 1302.5, 802, 804, 805, 806, 807, 1202 and 1204 of MORD specification for Rural roads and as per direction of Engineer-in-Charge. i) P.C.C M-15 Key Wall
Protection Wall
Plain/reinforced cement concrete in Sub structure with 40 mm and down graded black hard granite crusher broken stone chips size of approved quality from approved quarry complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge. i) P.C.C M-15 . Protection Wall
Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,80 MM thickness & size/shape, made by table vibratory method, to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over compacted bed of coarse sand, compacting and proper embeding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturers specification & direction of Engineer-in-charge
Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means, (within a lead of 5Km) spreading, grading to required slope and compacting to meet requirement of Tables 300.2 & clause 305 of MoRT&H specification for Road & Bridge works as per direction of the Engineer-in-Charge
Providing Weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
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