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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance PLOT NO 422 849 P S NACHUNI BLOCK BANAPUR KHORDHA ODISHA 752034 | BANAPUR | KHORDHA | ODISHA | 752034 | -26.69% | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹34.0 L (18.5%)Admitted-Finance AT BELTIKIRI SADAR DHENKANAL | -13.13% | ₹2.2 Cr+₹34.0 L (18.5%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹67.0 L (36.4%)Admitted-Finance | +0.00% | ₹2.5 Cr+₹67.0 L (36.4%) | L3 | Admitted-Finance |
| 4 | L3₹2.5 Cr+₹67.0 L (36.4%)Admitted-Finance AT P O DERANGA P S KANIHA DIST ANGUL 759117 | ANGUL | ANGUL | ODISHA | 759117 | +0.00% | ₹2.5 Cr+₹67.0 L (36.4%) | L3 | Admitted-Finance |
| 5 | L3₹2.5 Cr+₹67.0 L (36.4%)Admitted-Finance | +0.00% | ₹2.5 Cr+₹67.0 L (36.4%) | L3 | Admitted-Finance |
Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
29 May 2026, 5:00 pmClosed
CCE Dhenkanal R and B Circle
CCE Dhenkanal R and B Circle
Utkalmani Gopabandhu Mahavidyalaya, Khamar, Angul for the project Infrastructure Construction works under grants to Strengthen Colleges (GSC) of PM-USHA Scheme
2026_EICCL_129289_2
CCE DKL R and B/01-2026-27
Open Tender
Civil Works - Buildings
Percentage
240 days
Angul
Please refer tender documents
2 documents required · 2 mandatory
₹10,000
₹2.5 L
Yes
14 Jul 2026
15 May 2026
30 May 2026
15 May 2026
29 May 2026
15 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including cost of all labours, T & P, sundries etc. as required for the work complete as per the direction of the Engineer-in-charge. | 1 | Sqm | - | - |
| 2Earth work in excavation in foundation trenches, column foundation, pit, etc in all kind of soil including moorum stony earth and earth mixed with boulders except sheet rock and boulders not requiring blasting including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site with initial lead of 50 mtr and all lifts, including shoring, shuttering & dewatering (if required) with cost of labour, labour cess, hire & running charges of all machineries, sundries & T&P required for the work complete as directed by the Engineer in charge. Upto 1.5 Mtr Depth | |||||
| 2.1 | Upto 1.5 Mtr Depth | - | Cum | - | - |
| 2.2 | From 1.5 Mtr upto 3.0 Mtr Depth | - | Cum | - | - |
| 3 | Disposal of building rubbish / malba /rock/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved dumping ground or as approved /directed by Engineer-in-charge, including all lifts involved.etc as per the direction of Engineer-in-charge. | 1 | Cum | - | - |
| 4Supplying, diluting and preparing chemical emulsion like CHLORPYRIPHOS or other chemicals approved by Central Insecticides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as pre-constructional anti termite treatment and creating a chemical barrier under and around wall trenches, basement excavation, top surface of plinth filling, junction of walls and floors along with external perimeter of the building, surrounding the pipes and conduits etc. complete at the rate of 7.5 liters (or as directed by the manufacturer) per sqm on vertical and 5.0 liters per sqm on horizontal surfaces, 50% of the emulsion to be filled in the holes made in trenches at 150mm center to center etc.complete as per IS:6313/1981(Part-II) and as per the direction of the Engineer -in-charge including all cost of materials, labour and T&P etc all complete. | |||||
| 5Supplying and filling with sand in foundation and plinth in layers not exceeding 20 cm in depth, well watered and compacted , top surface dressed and levelled to proper level and gradient including cost of all materials, conveyance,royalties, loading, unloading, cost of all labour, T&P, etc. all complete as per the direction of Engineer-in-Charge. | |||||
| 6Cement concrete of proportion (1:4:8) in foundation and floors using 40mm nominal size clean hard black cursher broken granite metal of approved quality from approved quarry including lowering laying concrete in layers not exceeding 15cm thick to the required level ramming watering curing centering & shuttering etc. complete including cost conveyance royalty taxes of all materials and all labour T&P required for the work etc. complete as per direction of the Engineer-in-charge. | |||||
| 7Cement concrete of proportion (1:3:6) in foundation and floors using 40mm nominal size clean hard black cursher broken granite metal of approved quality from approved quarry including lowering laying concrete in layers not exceeding 15cm thick to the required level ramming watering curing centering & shuttering etc. complete including cost conveyance royalty taxes of all materials and all labour T&P required for the work etc. complete as per direction of the Engineer-in-charge. | |||||
| 8 | Fly Ash brick masonary using Fly Ash brick having crushing strength not less than 75kg/cm2 in cement mortar of (1:6) after immersing the bricks for six hours in water before use in Foundation & Plinth including splays cutting circular moulding corbelling champhering and similar such type of work watering and curing including cost conveyance royalty taxes of all materials and cost of all labour with T&P required for the work. | 1 | Cum | - | - |
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