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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.2 LAccepted-Finance | ₹38.2 L | L1 | Accepted-Finance L1 bidder |
| 2 | L2₹39.0 L+₹74,633.96 (1.95%)Rejected-Finance | ₹39.0 L+₹74,633.96 (1.95%) | L2 | Rejected-Finance L2 bidder |
| 3 | L3₹43.4 L+₹5.2 L (13.5%)Rejected-Finance | ₹43.4 L+₹5.2 L (13.5%) | L3 | Rejected-Finance L3 bidder |
| 4 | L4₹44.1 L+₹5.9 L (15.5%)Rejected-Finance | ₹44.1 L+₹5.9 L (15.5%) | L4 | Rejected-Finance L4 bidder |
| 5 | L5₹47.7 L+₹9.5 L (24.9%)Rejected-Finance | ₹47.7 L+₹9.5 L (24.9%) | L5 | Rejected-Finance L5 bidder |
| Sl No | Description | Qty | Unit | M/s Sabeda Construction L1 | SWAPAN NAG L5 | unison construction L3 | M/S M L BROTHER L7 | KALI MATA CONSTRUCTION CO L6 | RABIUL HOQUE L2 | ROUNAK CONSTRUCTION L8 | M/S L.M ENTERPRISE L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | 50 | Cum | 756 ₹37,800 | 138 ₹6,900 | 125 ₹6,250 | 200 ₹10,000 | 165 ₹8,250 | 80 ₹4,000 Lowest | 450 ₹22,500 | 100 ₹5,000 |
| 2.00 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, withina lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. butnot exceeding 300 mm dia. | 20 | Mtr | 342.72 ₹6,854.4 | 274 ₹5,480 | 246 ₹4,920 | 200 ₹4,000 | 295 ₹5,900 | 100 ₹2,000 Lowest | 550 ₹11,000 | 250 ₹5,000 |
| 3.00 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth. | 10 | Each | 9,450 ₹94,500 | 441 ₹4,410 | 372 ₹3,720 Lowest | 2,000 ₹20,000 | 450 ₹4,500 | 1,000 ₹10,000 | 550 ₹5,500 | 1,000 ₹10,000 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
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). | 8 | Cum | 4,284 ₹34,272 | 5,684 ₹45,472 | 450 ₹3,600 Lowest | 4,500 ₹36,000 | 6,390 ₹51,120 | 5,500 ₹44,000 | 10,000 ₹80,000 | 6,000 ₹48,000 |
| 5.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 16 | Cum | 5,103 ₹81,648 Lowest | 8,134 ₹1,30,144 | 6,500 ₹1,04,000 | 6,000 ₹96,000 | 8,600 ₹1,37,600 | 6,000 ₹96,000 | 13,000 ₹2,08,000 | 6,500 ₹1,04,000 |
| 6.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 5 | Cum | 6,489 ₹32,445 | 8,330 ₹41,650 | 7,500 ₹37,500 | 6,000 ₹30,000 Lowest | 10,300 ₹51,500 | 8,000 ₹40,000 | 12,000 ₹60,000 | 8,000 ₹40,000 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 34 | Sqm | 530.46 ₹18,035.64 | 294 ₹9,996 | 250 ₹8,500 | 400 ₹13,600 | 394 ₹13,396 | 250 ₹8,500 | 230 ₹7,820 Lowest | 290 ₹9,860 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 30 | Sqm | 530.46 ₹15,913.8 | 686 ₹20,580 | 510 ₹15,300 | 400 ₹12,000 | 611 ₹18,330 | 250 ₹7,500 | 230 ₹6,900 Lowest | 500 ₹15,000 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 74 | Sqm | 605.43 ₹44,801.82 | 784 ₹58,016 | 700 ₹51,800 | 400 ₹29,600 | 800 ₹59,200 | 250 ₹18,500 Lowest | 530 ₹39,220 | 600 ₹44,400 |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 2,000 | Kg | 67.41 ₹1,34,820 Lowest | 95 ₹1,90,000 | 92 ₹1,84,000 | 79 ₹1,58,000 | 87 ₹1,74,000 | 107 ₹2,14,000 | 95 ₹1,90,000 | 110 ₹2,20,000 |
Tender Value
₹61.8 L
EMD Value
₹1.9 L
Closing Date
6 Jul 2026, 6:00 pmClosed
AGM (E-C)
AAI, Bagdogra Airport
Repairing and painting work of perimeter boundary wall at Cooch Behar Airport.
2026_AAI_280658_1
AAI/BD/E-C/Boundary Wall/COB/NIT-01/2026-27/
Open Tender
Civil Works
Item Rate
240 days
Cooch Behar Airport
As per NIT.
5 documents required · 5 mandatory
₹1,180
₹1.9 L
12 Aug 2026
15 Jun 2026
9 Jul 2026
15 Jun 2026
6 Jul 2026
15 Jun 2026
15 Jun 2026 - 22 Jun 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 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | 50 | Cum | - | - |
| 2 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, withina lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. butnot exceeding 300 mm dia. | 20 | Mtr | - | - |
| 3 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth. | 10 | Each | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
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). | 8 | Cum | - | - |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 16 | Cum | - | - |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 5 | Cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 34 | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 30 | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 74 | Sqm | - | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 2,000 | Kg | - | - |
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