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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | -45.20% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.3 CrAdmitted-Finance | -45.20% | ₹1.3 Cr | L1 | Admitted-Finance |
| 3 | L2₹1.5 CrAdmitted-Finance AT BELTIKIRI SADAR DHENKANAL | -36.50% | ₹1.5 Cr | L2 | Admitted-Finance |
| 4 | L3₹1.7 CrAdmitted-Finance AT BELTIKIRI SADAR DHENKANAL | -31.21% | ₹1.7 Cr | L3 | Admitted-Finance |
| 5 | L4₹1.7 CrAdmitted-Finance AT BELTIKIRI SADAR DHENKANAL | -28.10% | ₹1.7 Cr | L4 | Admitted-Finance |
Tender Value
₹2.4 Cr
EMD Value
₹2.4 L
Closing Date
2 Feb 2026, 5:30 pmClosed
Additional Chief Engineer, RHWC, Samal
Office of the Additional Chief Engineer, Rengali Head Works Circle, Samal, Angul, Pin-759037
Improvement to Left Bank Service Road of Right Main Canal from RD 00m to 9030m of Ramial Irrigation Project.
2026_CEBBS_124619_1
ACE-RHWC-02/2025-26
Open Tender
Civil Works - Roads
120 days
Kankadahad
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹2.4 L
Yes
18 Feb 2026
16 Jan 2026
3 Feb 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
16 Jan 2026 - 22 Jan 2026
Clearing grass and removal of rubbish outside the periphery of the area with all leads,lift and delift with cost of all labour, hiring and running charges of all machineries, cess etc. complete as per direction of Engineer-in-Charge.
Earthwork excavation with loading, unloading and carriage by mechanical means in all kinds of soil including stony earth, gravel and moorum etc. inter spread with boulders up to ½ cum. size with all lifts and delifts including trimming the slopes and bed to design section and depositing the excavated materials away from work site within all lead , lift & delift from the place of excavation etc. complete as per the specification and direction by the Engineer-in-charge.
Quarrying, collecting, supplying and stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum and admixing moorum and sand in (60 : 40) proportion and laying in sub-base of road in layers not exceeding 100 mm thick with all leads, lifts and delifts including cost, conveyance, royalty, cess including hire charges of T&P ,materials required for the work, watering and rolling with smooth wheeled roller, hire and running charges of machineries and quality control test etc.Complete as per specification and direction of the Engineer-in-Charge.
Providing and laying, spreading and compacting stone aggregates to 75 mm thickness with IRC grade - II material (63 mm to 45 mm) to WBM specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber, applying and brooming using moorum as binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density as per clause 404 of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance, royalty, cess including cost of labours, hire and running charges of machineries & quality control test etc. Complete as per specification and direction of the Engineer-in-Charge.
Providing and laying, spreading and compacting stone aggregates to 75 mm thickness with IRC grade - III material ( 53 mm to 22.4 mm) as per table-400-I to WBM specification including spreading in uniform thickness , hand packing , rolling with 3 wheeled steel roller 8-10 tones in stages to proper grade and camber, applying and brooming using moorum as binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density as per clause 401 of MoSRT & H specifications for road & Bridge works (4th Revision) with all leads, lifts and delifts including cost, conveyance, royalty, cess etc. including labours and hire and running charges of machineries and quality control test complete as per specification and direction of the Engineer-in-Charge.
Collecting & supplying good quality moorum from approved quarry and stacking at work site in regular box heap size (1.50mx1.50mx0.50m) to be measured as 1.0cum and spreading the same on the top of the metalled surface not exceeding 5 cm thick including watering & compaction to the required density with Smooth Wheel Roller. with all leads, lifts and delifts including cost, conveyance, royalty, cess including hire and running charges of machineries & quality control test etc. Complete as per specification and direction of the Engineer-in-Charge.
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