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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC | ₹16.0 L | L1 | Accepted-AOC Awarded |
| 2 | L1₹16.0 LRejected-Finance | ₹16.0 L | L1 | Rejected-Finance Not Aceepted |
| 3 | L1₹16.0 LRejected-Finance | ₹16.0 L | L1 | Rejected-Finance Not Aceepted |
| 4 | L1₹16.0 LRejected-Finance | ₹16.0 L | L1 | Rejected-Finance Not Aceepted |
| 5 | L1₹16.0 LRejected-Finance GUNUPUR PO DHARMADASPUR DIST CUTTACK | GUNUPUR | CUTTACK | ODISHA | ₹16.0 L | L1 | Rejected-Finance Not Aceepted |
Tender Value
₹21.7 L
EMD Value
₹21,690
Closing Date
27 Jan 2026, 2:00 pmClosed
SE, RW Division, Dhenkanal
SE, RW Division, Dhenkanal
S/R to NH-55 to Kandabindha via Haripur Besalia road under AMP for the year 2025-26
2026_CERWI_124775_1
Online DKL-19/2025-26
Open Tender
Civil Works - Roads
30 days
Dhenkanal
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹21,690
Yes
1 Jun 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
27 Jan 2026
19 Jan 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.
Excavation for Road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site,trimming bottom and side slope, inaccordance with requirements of line carriage by mecanical means in foundation in all kinds of soil grades and cross sections with all leads & lift etc. complete.
Filling in foundation trenches with approved quality of sand as per drawing and technical specification clause 1108, 305.3.9 & 1200 of MORD and as per direction of Engineer in charge
Cement concrete (1:3:6) using 40mm and down gradedhard granite crusher broken metal including all cost , carriage, royality, taxes, and all labour involved for completion of item of work as per the direction of Engineer- in - charge.
Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification 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 primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (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).
Providin & laying Semi Dense Bituminous Concret 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 control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
Supplying & filling moorum 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.
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