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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 LAccepted-AOC | ₹17.1 L | L1 | Accepted-AOC Work has been awarded |
| 2 | L2₹18.6 LRejected-Finance | ₹18.6 L | L2 | Rejected-Finance Not Selected in lottery system |
| 3 | L2₹18.6 LRejected-Finance AT BAHARANA PO BAULANGA PS GOP DIST PURI | PURI | ODISHA | 752001 | ₹18.6 L | L2 | Rejected-Finance Not Selected in lottery system |
| 4 | L2₹18.6 LRejected-Finance ATHATIRA PO ALASAHI DIST PURI ODISHA PIN 752109 | PURI | ODISHA | 752109 | ₹18.6 L | L2 | Rejected-Finance Not Selected in lottery system |
| 5 | L2₹18.6 LRejected-Finance | ₹18.6 L | L2 | Rejected-Finance Not Selected in lottery system |
Tender Value
₹18.6 L
EMD Value
₹18,610
Closing Date
29 Jan 2026, 5:00 pmClosed
SUPERINTENDING ENGINEER, R.W DIVISION, NIMAPARA
O/O THE SUPERINTENDING ENGINEER, R.W.D, NIMAPARA
Road Work
2026_CERWI_124966_4
Tender Online Divn.NPR-14/2025-26
National Competitive Bid
Civil Works - Roads
90 days
Nimapara
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹18,610
Yes
14 May 2026
22 Jan 2026
30 Jan 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
22 Jan 2026 - 29 Jan 2026
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
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
Earth work in oridinary soil within 50m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge
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.
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
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
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