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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC | ₹9.5 L | L1 | Accepted-AOC Won in Transparent Lottery |
| 2 | L1₹9.5 LRejected-Finance | ₹9.5 L | L1 | Rejected-Finance Disqualified |
| 3 | L1₹9.5 LRejected-Finance | ₹9.5 L | L1 | Rejected-Finance Disqualified |
| 4 | L1₹9.5 LRejected-Finance | ₹9.5 L | L1 | Rejected-Finance Disqualified |
| 5 | L1₹9.5 LRejected-Finance | ₹9.5 L | L1 | Rejected-Finance Disqualified |
Tender Value
₹9.5 L
EMD Value
₹9,540
Closing Date
5 Mar 2026, 2:00 pmClosed
SE, RW Division, Dhenkanal
SE, RW Division, Dhenkanal
S/R to T-4 RD Road to Khaliborei Road under AMP for the year 2025-26
2026_CERWI_126652_4
Road Online DKL-20/2025-26
Open Tender
Civil Works - Roads
15 days
Dhenkanal
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,000
₹9,540
Yes
5 Jun 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge.
Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
Providing and laying semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore
Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
Plain cement concrete M-15 grade in Sub-structure complete as per drawing and technical specification
Construction of un-reinforced, dowel jointed plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread compacted and
P.C.C (1:3:6) using 40mm size H.G metal well rammed with cost, conveyance, royality, taxes of all materials and labour, T& P etc. complete
Plain cement concrete M-15 grade in Sub-structure complete as per drawing and technical specification Ch9/300-9/600 km
R.C.C work of M-25 grade with 20mm and down grade black hard granite( crusherbroken) stone chips including cost, conveyance, royality & taxes of all materials & cost of all labour & T & P required for the work etc. complete as per specification & direction of Engineer in Charge
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000, 1200 as per direction of the Engineer-In Charge
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