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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-Finance | ₹20.0 L | L1 | Accepted-Finance ACCEPTED |
| 2 | Rejected-Technical AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | - | - | Rejected-Technical Rejected in Lottery System |
| 3 | Rejected-Technical AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | - | - | Rejected-Technical Rejected in Lottery System |
| 4 | Rejected-Technical AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | - | - | Rejected-Technical Rejected in Lottery System |
| 5 | Rejected-Technical AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | - | - | Rejected-Technical Rejected in Lottery System |
Tender Value
₹20.0 L
EMD Value
₹19,979
Closing Date
18 Feb 2026, 5:00 pmClosed
Divisional Officer
RURAL WORKS DIVISION, DHARAMGARH
Construction of Additional Class room for 1st floor at Patitapabana HSS building at Arebeda in the Dist of Kalahandi for the year 2025-26
2026_CERWI_125640_1
DMGH / Online-14 of 2025-26
National Competitive Bid
Civil Works - Buildings
180 days
Kalahandi
2 documents required · 2 mandatory
₹6,000
₹19,979
Yes
23 Apr 2026
6 Feb 2026
19 Feb 2026
6 Feb 2026
18 Feb 2026
6 Feb 2026
6 Feb 2026 - 17 Feb 2026
Earthwork in excavation of foundation in hard soil with all leads and lifts including dressing the sides and levelling the bed of the foundation including cost of all labour required for the work etc. complete with all other machineries required for the work and stacking the excavated materials away from the working area as directed by the Engineer-in-Charge including 1% Cess.
Supplying and filling foundation and plinth with sand well watered & rammed with cost, conveyance, royalty and taxes of all materials labour required for the work as per specification and direction of the Engineer-in-Charge including royalty of materials including 1% Cess.
Providing Cement Concrete (1:3:6) in foundation with 4cm nominal size of hand broken hard granite metal of approved quality from approved quarry including hoisting, lowering, and laying in postition in layers not exceeding 150mm. thick with proper packing and ramming to proper slope and level including watering, curing with cost, conveyance, royality, taxes, labour, T&P and all other materials required for the work, finishing the exposed surface smooth, providing grooves and beads where ever necessary etc. complete in all respect as per the specification and including 1% cess as per direction of the Engineer-in-Charge
Reinforced Cement concrete (1:11/2:3) in foundation , column, beam, slab using 12mm size h.g, C.B. broken hard granite chips of approved quality and from approved quary including hoisting, lowering and laying in layers not exceeeding 15cm thick to the required level ,ramming, watering and curing etc. including all cost of material, labour, with T&P and taxes of materials etc. required for work and as per direction of EIC.Culomn Base.
Reinforced Cement concrete (1:11/2:3) in foundation , column, beam, slab using 12mm size h.g, C.B. broken hard granite chips of approved quality and from approved quary including hoisting, lowering and laying in layers not exceeeding 15cm thick to the required level ,ramming, watering and curing etc. including all cost of material, labour, with T&P and taxes of materials etc. required for work and as per direction of EIC.Plinth Beam.
Reinforced Cement concrete (1:11/2:3) in foundation , column, beam, slab using 12mm size h.g, C.B. broken hard granite chips of approved quality and from approved quary including hoisting, lowering and laying in layers not exceeeding 15cm thick to the required level ,ramming, watering and curing etc. including all cost of material, labour, with T&P and taxes of materials etc. required for work and as per direction of EIC.Column, Roof Beam.
Reinforced Cement concrete (1:11/2:3) in foundation , column, beam, slab using 12mm size h.g, C.B. broken hard granite chips of approved quality and from approved quary including hoisting, lowering and laying in layers not exceeeding 15cm thick to the required level ,ramming, watering and curing etc. including all cost of material, labour, with T&P and taxes of materials etc. required for work and as per direction of EIC.Stair case.
Reinforced Cement concrete (1:11/2:3) in foundation , column, beam, slab using 12mm size h.g, C.B. broken hard granite chips of approved quality and from approved quary including hoisting, lowering and laying in layers not exceeeding 15cm thick to the required level ,ramming, watering and curing etc. including all cost of material, labour, with T&P and taxes of materials etc. required for work and as per direction of EIC.1st Floor.Roof Beam.
Reinforced Cement concrete (1:11/2:3) in foundation , column, beam, slab using 12mm size h.g, C.B. broken hard granite chips of approved quality and from approved quary including hoisting, lowering and laying in layers not exceeeding 15cm thick to the required level ,ramming, watering and curing etc. including all cost of material, labour, with T&P and taxes of materials etc. required for work and as per direction of EIC.Roof slab.
Reinforced Cement concrete (1:11/2:3) in foundation , column, beam, slab using 12mm size h.g, C.B. broken hard granite chips of approved quality and from approved quary including hoisting, lowering and laying in layers not exceeeding 15cm thick to the required level ,ramming, watering and curing etc. including all cost of material, labour, with T&P and taxes of materials etc. required for work and as per direction of EIC.Lintel
Supplying fitting, with Straightening, cutting, bending, cranking, hooking, welding or jointing (if required) the HYSD steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for R.C.C. works a Ground floor.
Supplying fitting, with Straightening, cutting, bending, cranking, hooking, welding or jointing (if required) the HYSD steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for R.C.C. works a 1st floor.
Fly ash bricks masonary in cement mortar (1:6) after immersing bricks for six hours in water before use in super structure using Fly Ash bricks of size (25 x 12 x 8 cm) having a crushing strength of not less than 75 Kg/Cm2 including splays cutting circular moulding chmfering and corbelling watering and curing etc complete including cost and conveyance of all materials and labour with T&P required for the work with all taxes and royalities etc. complete in all respect or as directed by the Engineer-in-charge.Ground floor.
Fly ash bricks masonary in cement mortar (1:6) after immersing bricks for six hours in water before use in super structure using Fly Ash bricks of size (25 x 12 x 8 cm) having a crushing strength of not less than 75 Kg/Cm2 including splays cutting circular moulding chmfering and corbelling watering and curing etc complete including cost and conveyance of all materials and labour with T&P required for the work with all taxes and royalities etc. complete in all respect or as directed by the Engineer-in-charge.1st floor.
20mm thick cement plaster (1:4) over Brick / stone massonary finished smooth including watering and curing with cost and conveyance of all materials and labour with T&P required for the work with all taxes and royalities etc. complete in all respect in all floors or as directed by the Engineer-in-charge 1st floor.
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