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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.1 Cr+₹59,799 (0.55%)Rejected-Finance 3 113 VISHAL KHAND GOMTI NAGAR LUCKNOW U P 226010 | NA | NA | 226010 | ₹1.1 Cr+₹59,799 (0.55%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹1.1 Cr+₹3.0 L (2.77%)Rejected-Finance | ₹1.1 Cr+₹3.0 L (2.77%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹1.1 Cr+₹5.0 L (4.57%)Rejected-Finance | ₹1.1 Cr+₹5.0 L (4.57%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹1.2 Cr+₹6.1 L (5.56%)Rejected-Finance | ₹1.2 Cr+₹6.1 L (5.56%) | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | COMT CONSTRUCTIONS PRIVATE LIMITED L8 | G. R. Engineers and Contractor L7 | M/S SIDDHARTHALAXMI ENGITECH PRIVATE LIMITED L2 | Avyukta Corporate Solutions L3 | MAHALAXMI CONTRACTOR L5 | Edifice Enterprises L6 | Alaknanda Traders L4 | Royal enterprises L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 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-in-charge. All kinds of soil | 5,448 | cum | 120 ₹6,53,760 | 70 ₹3,81,360 | 100 ₹5,44,800 | 40 ₹2,17,920 Lowest | 85 ₹4,63,080 | 70 ₹3,81,360 | 100 ₹5,44,800 | 90 ₹4,90,320 |
| 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. | 5,448 | cum | 140 ₹7,62,720 | 35 ₹1,90,680 | 80 ₹4,35,840 | 50 ₹2,72,400 | 85 ₹4,63,080 | 90 ₹4,90,320 | 100 ₹5,44,800 | 25 ₹1,36,200 Lowest |
| 3.00 | 12 mm cement plaster: 1:6 (1 cement : 6 fine sand) | 9,187 | sqm | 175 ₹16,07,725 | 220 ₹20,21,140 | 195 ₹17,91,465 | 165 ₹15,15,855 Lowest | 180 ₹16,53,660 | 200 ₹18,37,400 | 220 ₹20,21,140 | 210 ₹19,29,270 |
| 4.00 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 fine sand) | 10,718 | sqm | 192 ₹20,57,856 | 228 ₹24,43,704 | 195 ₹20,90,010 | 190 ₹20,36,420 | 180 ₹19,29,240 Lowest | 220 ₹23,57,960 | 250 ₹26,79,500 | 200 ₹21,43,600 |
| 5.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundation, footings, bases of coloumns etc. for mass concrete. | 829 | sqm | 280 ₹2,32,120 | 170 ₹1,40,930 | 150 ₹1,24,350 | 146 ₹1,21,034 | 200 ₹1,65,800 | 200 ₹1,65,800 | 220 ₹1,82,380 | 30 ₹24,870 Lowest |
| 6.00 | 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 | 12,297 | kg | 65 ₹7,99,305 Lowest | 75 ₹9,22,275 | 90 ₹11,06,730 | 80 ₹9,83,760 | 75 ₹9,22,275 | 70 ₹8,60,790 | 72 ₹8,85,384 | 78 ₹9,59,166 |
| 7.00 | 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) | 218 | cum | 5,400 ₹11,77,200 | 4,650 ₹10,13,700 | 6,500 ₹14,17,000 | 5,000 ₹10,90,000 | 5,000 ₹10,90,000 | 4,500 ₹9,81,000 | 5,900 ₹12,86,200 | 4,200 ₹9,15,600 Lowest |
| 8.00 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work | 508 | sqm | 142 ₹72,136 | 85 ₹43,180 | 100 ₹50,800 | 120 ₹60,960 | 65 ₹33,020 | 60 ₹30,480 Lowest | 103 ₹52,324 | 60 ₹30,480 Lowest |
| 9.00 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | 10,718 | sqm | 104 ₹11,14,672 | 70 ₹7,50,260 | 85 ₹9,11,030 | 110 ₹11,78,980 | 45 ₹4,82,310 | 70 ₹7,50,260 | 55 ₹5,89,490 | 40 ₹4,28,720 Lowest |
| 10.00 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | 19,906 | sqm | 120 ₹23,88,720 | 75 ₹14,92,950 | 85 ₹16,92,010 | 120 ₹23,88,720 | 60 ₹11,94,360 Lowest | 85 ₹16,92,010 | 90 ₹17,91,540 | 100 ₹19,90,600 |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
7 Feb 2025, 6:00 pmClosed
AGM (Engg. Civil), Civil Enclave, Bareilly
AAI Admin Office, AGM (Engg. Civil), Civil Enclave, Bareilly-243122
Strengthening of operational boundary wall at Moradabad Airport
2025_AAI_224165_1
AAI/BLY/Engg(C)/MBD/Str-BW
Open Tender
Civil Works
Item Rate
180 days
Moradabad Airport
As per NIT
13 documents required · 13 mandatory
₹1,180
₹3.4 L
19 Aug 2026
17 Jan 2025
10 Feb 2025
17 Jan 2025
7 Feb 2025
17 Jan 2025
17 Jan 2025 - 24 Jan 2025
Amount
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-in-charge. All kinds of soil
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.
12 mm cement plaster: 1:6 (1 cement : 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 fine sand)
Centering and shuttering including strutting, propping etc. and removal of form for Foundation, footings, bases of coloumns etc. for mass concrete.
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
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)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Providing and fixing sheet covering over expansion joints with iron screws as per design. Aluminium fluted strips 3.15 mm thick. 200 mm wide
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T . reinforced barbed wire, stud tied with G .I. staples and G .I. clips to retain horizontal, including necessary bolts or G .I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T .) / S pring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Providing Hydra with driver and fuel complete for lifting of RCC slabs of size upto 5 x 0.6 m and of upto 60 mm thickness by means of strings etc. as per direction of engineer-in-charge.
Cutting the patch in proper shape for damaged plaster of thickness 12 mm to 20 mm, raking out joints and preparing the surface of the walls, all complete as per direction of Engineer- in-Charge.
Deduct for taking away of structural steel scrapped from removing of gratings from plinth level of boundary wall. The material so received shall be the property of contractor after dismantling, duly weighed/measured before removing from the site as per the satisfaction of Engineer-in-charge
M/S SIDDHARTHALAXMI ENGITECH PRIVATE LIMITED (BID ID -815880)
Avyukta Corporate Solutions (BID ID -816122)
Alaknanda Traders (BID ID -815993)
MAHALAXMI CONTRACTOR (BID ID -815149)
Edifice Enterprises (BID ID -816097)
G. R. Engineers and Contractor (BID ID -815920)
COMT CONSTRUCTIONS PRIVATE LIMITED (BID ID -814908)
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