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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.8 CrAccepted-Finance 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 UDYAM UP 54 0007790 | MATHURA | UTTAR PRADESH | 281005 | ₹1.8 Cr | L-1 | Accepted-Finance L-1 Bidder |
| 2 | L-2₹1.9 CrRejected-Finance | ₹1.9 Cr | L-2 | Rejected-Finance L-2 Bidder |
| 3 | L-3₹2.0 CrRejected-Finance | ₹2.0 Cr | L-3 | Rejected-Finance L-3 Bidder |
| 4 | L-4₹2.2 CrRejected-Finance 220 A P COLONY GAYA BIHAR 800023 | PATNA | BIHAR | 800023 | ₹2.2 Cr | L-4 | Rejected-Finance L-4 Bidder |
| 5 | L-5₹2.3 CrRejected-Finance | ₹2.3 Cr | L-5 | Rejected-Finance L-5 Bidder |
| Sl No | Description | Qty | Unit | S.K. CONSTRUCTION L1 | Rahul Constructions L2 | A.L.T. PROJECTS PRIVATE LIMITED L3 | RRCONSTRUCTION L5 | M/s Awadhesh Construction L4 |
|---|---|---|---|---|---|---|---|---|
| .10Civil Works | ||||||||
| 1.00 | 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) | 122 | cum | 725 ₹88,450 Lowest | 999 ₹1,21,878 | 1,510 ₹1,84,220 | 1,800 ₹2,19,600 | 1,400 ₹1,70,800 |
| 2.00 | Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer in charge
a) In cement mortar | 3 | cum | 410 ₹1,230 Lowest | 700 ₹2,100 | 1,274 ₹3,822 | 1,000 ₹3,000 | 1,100 ₹3,300 |
| 3.00 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:
Of area 3 sq. metres and below | 1 | each | 500 ₹500 | 200 ₹200 Lowest | 227 ₹227 | 1,000 ₹1,000 | 400 ₹400 |
| 4.00 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | 500 | kg | 5 ₹2,500 | 3 ₹1,500 Lowest | 3 ₹1,500 Lowest | 25 ₹12,500 | 4 ₹2,000 |
| 5.00 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
G.S. Sheet | 30 | sqm | 25 ₹750 Lowest | 100 ₹3,000 | 102 ₹3,060 | 500 ₹15,000 | 95 ₹2,850 |
| 6.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge
All kinds of soil | 1,651 | cum | 85 ₹1,40,335 Lowest | 99 ₹1,63,449 | 154 ₹2,54,254 | 115 ₹1,89,865 | 155 ₹2,55,905 |
| 7.00 | 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. | 826 | cum | 65 ₹53,690 Lowest | 99 ₹81,774 | 189 ₹1,56,114 | 90 ₹74,340 | 90 ₹74,340 |
| 8.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 75.34 | cum | 960 ₹72,326.4 Lowest | 1,599 ₹1,20,468.66 | 1,620 ₹1,22,050.8 | 1,450 ₹1,09,243 | 1,405 ₹1,05,852.7 |
| 9.00 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 298 | cum | 3,900 ₹11,62,200 Lowest | 4,444 ₹13,24,312 | 4,700 ₹14,00,600 | 4,800 ₹14,30,400 | 4,295 ₹12,79,910 |
Tender Value
₹2.8 Cr
EMD Value
₹8.5 L
Closing Date
6 Jun 2026, 6:00 pmClosed
AGM (E-C), LBSI AIRPORT, VARANASI
AGM (E-C), LBSI AIRPORT, VARANASI
Development of Perishable Cargo facility at existing Cargo Complex of AAICLAS at Varanasi Airport.
2026_AAI_277107_1
AAI/VNS/E-C/CARGO/NIT-168
Open Tender
Civil Works
Item Rate
180 days
AGM (E-C), AAI, LBSI Airport
Please refer Tender documents.
13 documents required · 13 mandatory
₹1,180
₹8.5 L
16 Jun 2026
12 May 2026
8 Jun 2026
12 May 2026
6 Jun 2026
12 May 2026
12 May 2026 - 19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.9 | Civil Works | - | - | - | - |
| 1 | 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) | 122 | cum | - | - |
| 2 | Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer in charge
a) In cement mortar | 3 | cum | - | - |
| 3 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:
Of area 3 sq. metres and below | 1 | each | - | - |
| 4 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | 500 | kg | - | - |
| 5 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
G.S. Sheet | 30 | sqm | - | - |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge
All kinds of soil | 1,651 | cum | - | - |
| 7 | 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. | 826 | cum | - | - |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 75.34 | cum | - | - |
| 9 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 298 | cum | - | - |
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