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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.9 LAccepted-AOC AT BHURSIDANDA PO GUNDIADIHI SUNAJORE DIST SUNDARGARH O | ₹22.9 L | L1 | Accepted-AOC Won the bid in lottery process as all the bidders bid the tender at par |
| 2 | L1₹22.9 LRejected-AOC | ₹22.9 L | L1 | Rejected-AOC Not win in lottery process |
| 3 | L1₹22.9 LRejected-AOC | ₹22.9 L | L1 | Rejected-AOC Not win in lottery process |
| 4 | L1₹22.9 LRejected-AOC WARD NO 13 GHASIPUR GHASIPUR KEONJHAR 758015 | KENDUJHAR | ODISHA | 758015 | ₹22.9 L | L1 | Rejected-AOC Not win in lottery process |
| 5 | L1₹22.9 LRejected-AOC | ₹22.9 L | L1 | Rejected-AOC Not win in lottery process |
Tender Value
₹22.9 L
EMD Value
₹22,881
Closing Date
5 Mar 2026, 5:00 pmClosed
Executive Engineer
O/o the Superintending Engineer, R.W. Division, Anandapur
Periodical Maintenance of RD road to Dudugaon Road SDBC work from 0/00km to 1/270km for the year 2025-26
2026_CERWI_126735_3
17/EE/RWD/AND/2025-26
Open Tender
Civil Works - Roads
15 days
Salapada
Please refer tender documents
2 documents required · 2 mandatory
₹6,000
₹22,881
Yes
6 Apr 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
27 Feb 2026 - 5 Mar 2026
Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc. complete.
Construction of embankment with pproved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MOSRT&H specifications for Road & Bridges work (4th Revision).
Providing, & laying following size metal as per MOST specification for WBM to a uniform thicknes of 100mm and packing the voids with small stones and hand packing the same to proper camber including conveying and spreading crusher dust etc complete WBM Gr-III
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).
rovidin & laying Semi Dense Bituminous Concret with 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 paver finishe 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
Fixing of road cautionary Sign- 600mm equilateral triangle
600mm Circular
Fixing of Ordinary KM stone
Fixing of 200 metre stone
Guard Post
Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead etc. complete as per direction of Engineer-in-charge
Construction of embankment with approved material obtained from borrow pit with all lift & leads, transporting to site by mechanical means within a lead of 5 Kms, spreading, grading to a required slope & compacting to meet requirement of table 300-2 & clause 305 of
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and
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
Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification.
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
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