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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L-1 | Accepted-Finance Quoted lowest. |
| 2 | L-2₹2.0 CrRejected-Finance | ₹2.0 Cr | L-2 | Rejected-Finance Quoted higher then L-1. |
| Sl No | Description | Qty | Unit | SHRI BALAJI MINERALS AND CONSTRUCTION L1 | AXIOM CLOVER TRADING CORPORATION L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
a) All kinds of soil | 10 | Cum | 133.9 ₹1,339 Lowest | 210 ₹2,100 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 8 | Cum | 147.9 ₹1,183.2 Lowest | 165 ₹1,320 |
| 3.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 197 | Cum | 1,500 ₹2,95,500 Lowest | 2,150 ₹4,23,550 |
| 4.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | 15 | Cum | 1,141.9 ₹17,128.5 Lowest | 1,780 ₹26,700 |
| 5.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 11 | Cum | 2,697.9 ₹29,676.9 | 2,650 ₹29,150 Lowest |
| 6.00 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineerin- charge. | 10 | sqm | 870.9 ₹8,709 Lowest | 975 ₹9,750 |
| 7.00 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles 10 mm to 25 mm | 84 | sqm | 54.75 ₹4,599 Lowest | 75 ₹6,300 |
| 8.00 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 195 | sqm | 40.53 ₹7,903.35 Lowest | 55 ₹10,725 |
| 9.00 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | 620 | sqm | 41.82 ₹25,928.4 Lowest | 60 ₹37,200 |
| 10.00 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | 11 | Sqm | 201.5 ₹2,216.5 | 55 ₹605 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹5.7 L
Closing Date
11 Mar 2026, 6:00 pmClosed
SM (E-C)
O/o SM (E-C), S.V. Airport, Raipur
Modification of Part of Old Terminal Building (Ground Floor) for development of International Air Cargo Terminal at S.V. Airport, Raipur. SH- Civil Works
2026_AAI_267641_1
AAI/RPR/SM(E-C)/International Cargo Building/2026
Open Tender
Civil Works
Item Rate
180 days
S.V. Airport
Please see through the tender document
11 documents required · 11 mandatory
₹1,180
₹5.7 L
24 Apr 2026
18 Feb 2026
13 Mar 2026
18 Feb 2026
11 Mar 2026
18 Feb 2026
18 Feb 2026 - 4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
a) All kinds of soil | - | Cum | 1.25 | - |
| 2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | |||||
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | Cum | 100 | - |
| 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | - | Cum | 53 | - |
| 5 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | - | Cum | 10 | - |
| 6 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineerin- charge. | - | sqm | 11 | - |
| 7 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles 10 mm to 25 mm | - | sqm | 100 | - |
| 8 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | - | sqm | 53 | - |
| 9 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | - | sqm | 10 | - |
| 10 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | - | Sqm | 11 | - |
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