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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance 0 MUNSHIPURA MUNSHIPURA MAU MAU UTTAR PRADESH 275101 | MAU | UTTAR PRADESH | 275101 | L1 | Accepted-Finance L1 BIDDER | |
| 2 | L2₹1.3 Cr+₹18.3 L (16.1%)Rejected-Finance 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | L2 | Rejected-Finance NOT L1 BIDDER | |
| 3 | L3₹1.4 Cr+₹22.8 L (20.0%)Rejected-Finance | L3 | Rejected-Finance NOT L1 BIDDER | |
| 4 | L4₹1.4 Cr+₹26.4 L (23.2%)Rejected-Finance 220 A P COLONY GAYA BIHAR 800023 | PATNA | BIHAR | 800023 | L4 | Rejected-Finance NOT L1 BIDDER | |
| 5 | L5₹1.4 Cr+₹27.7 L (24.4%)Rejected-Finance B 18 SECTOR 6 NEAR HUDCO COLONY HANUMANGARH RAJASTHAN | HANUMANGARH | RAJASTHAN | 335062 | L5 | Rejected-Finance NOT L1 BIDDER |
| Sl No | Description | Qty | Unit | S.K. CONSTRUCTION L2 | TARUN ELECTRICALS L5 | Maa Sharda Enterprises L1 | M/S S S Associates L8 | the new amar steel L6 | M/s Awadhesh Construction L4 | M/S VERMA ENTERPRISES L7 | A.L.T. PROJECTS PRIVATE LIMITED L3 | S P P INFRASTRUCTURE L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| .10Civil Works | ||||||||||||
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 1,099 | cum | 105 ₹1,15,395 | 90 ₹98,910 | 59 ₹64,841 Lowest | 100 ₹1,09,900 | 78 ₹85,722 | 100 ₹1,09,900 | 120 ₹1,31,880 | 130 ₹1,42,870 | 90 ₹98,910 |
| 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. | 732 | cum | 65 ₹47,580 | 70 ₹51,240 | 49 ₹35,868 Lowest | 120 ₹87,840 | 118 ₹86,376 | 90 ₹65,880 | 120 ₹87,840 | 100 ₹73,200 | 80 ₹58,560 |
| 3.00 | 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) : 8 graded stone
aggregate 40 mm nominal size) | 50 | cum | 4,610 ₹2,30,500 | 4,750 ₹2,37,500 | 3,999 ₹1,99,950 | 4,400 ₹2,20,000 | 3,126 ₹1,56,300 Lowest | 4,000 ₹2,00,000 | 4,500 ₹2,25,000 | 4,087 ₹2,04,350 | 5,600 ₹2,80,000 |
| 4.00 | 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): 3 graded stone
aggregate 20 mm nominal size) | 290 | cum | 6,425 ₹18,63,250 | 5,900 ₹17,11,000 | 4,999 ₹14,49,710 Lowest | 5,000 ₹14,50,000 | 5,433 ₹15,75,570 | 5,100 ₹14,79,000 | 5,650 ₹16,38,500 | 5,004 ₹14,51,160 | 7,200 ₹20,88,000 |
| 5.00 | 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. | 23,750 | kg | 68 ₹16,15,000 | 74 ₹17,57,500 | 59 ₹14,01,250 Lowest | 76 ₹18,05,000 | 65 ₹15,43,750 | 68 ₹16,15,000 | 70 ₹16,62,500 | 60 ₹14,25,000 | 70 ₹16,62,500 |
| 6.00 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 90,436 | kg | 73 ₹66,01,828 | 74 ₹66,92,264 | 63 ₹56,97,468 Lowest | 85 ₹76,87,060 | 81 ₹73,25,316 | 76 ₹68,73,136 | 80 ₹72,34,880 | 80 ₹72,34,880 | 90 ₹81,39,240 |
| 7.00 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 3,500 | sqm | 405 ₹14,17,500 | 548 ₹19,18,000 | 449 ₹15,71,500 | 700 ₹24,50,000 | 444 ₹15,54,000 | 525 ₹18,37,500 | 425 ₹14,87,500 | 400 ₹14,00,000 | 323 ₹11,30,500 Lowest |
| 8.00 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work | 4,100 | sqm | 85 ₹3,48,500 | 70 ₹2,87,000 | 39 ₹1,59,900 Lowest | 120 ₹4,92,000 | 136 ₹5,57,600 | 90 ₹3,69,000 | 75 ₹3,07,500 | 110 ₹4,51,000 | 150 ₹6,15,000 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | 2,607 | sqm | 105 ₹2,73,735 | 273 ₹7,11,711 | 99 ₹2,58,093 Lowest | 300 ₹7,82,100 | 236 ₹6,15,252 | 300 ₹7,82,100 | 300 ₹7,82,100 | 235 ₹6,12,645 | 380 ₹9,90,660 |
Tender Value
₹2.0 Cr
EMD Value
₹5.9 L
Closing Date
28 Aug 2026, 6:00 pmClosed
AGM Engg Civil
LBSI Airport Varanasi
Providing View Cutter on Boundary wall parallel to Service Road of NH at North Side of Runway 09 side of LBSI Airport, Varanasi
2026_AAI_286825_1
AAI/VNS/ENGG/View Cutter/NIT-05
Open Tender
Civil Works
Item Rate
120 days
LBSI Airport Varanasi
Please refer Tender documents.
15 documents required · 15 mandatory
₹1,180
₹5.9 L
14 Sept 2026
6 Aug 2026
31 Aug 2026
7 Aug 2026
28 Aug 2026
7 Aug 2026
7 Aug 2026 - 19 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.9 | Civil Works | - | - | - | - |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 1,099 | cum | - | - |
| 2 | 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. | 732 | cum | - | - |
| 3 | 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) : 8 graded stone
aggregate 40 mm nominal size) | 50 | cum | - | - |
| 4 | 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): 3 graded stone
aggregate 20 mm nominal size) | 290 | cum | - | - |
| 5 | 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. | 23,750 | kg | - | - |
| 6 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 90,436 | kg | - | - |
| 7 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 3,500 | sqm | - | - |
| 8 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work | 4,100 | sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | 2,607 | sqm | - | - |
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