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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹94.8 LAccepted-Finance | L-1 | Accepted-Finance LOW RATE | |
| 2 | L-2₹1.1 Cr+₹18.7 L (19.7%)Rejected-Finance | L-2 | Rejected-Finance HIGH RATE | |
| 3 | L-3₹1.2 Cr+₹23.4 L (24.7%)Rejected-Finance | L-3 | Rejected-Finance HIGH RATE | |
| 4 | L-4₹1.4 Cr+₹44.1 L (46.5%)Rejected-Finance | L-4 | Rejected-Finance HIGH RATE | |
| 5 | L-5₹1.5 Cr+₹51.0 L (53.8%)Rejected-Finance | L-5 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | The Creators L4 | SIROHI CONSTRUCTION CO L6 | M/s MODERN CONCEPT CONSTRUCTIONS L9 | Nayan Engineering Corporation L7 | SHARDA INFRA ENGINEERS PVT LTD L8 | Swami Contractors Pvt Ltd L5 | M/s Vishnu Construction Company L10 | MUDIT CONSTRUCTIONS L1 | KRISHAN MOHAN GOEL L3 | HINDUSTAN INFRASTRUCTURE CO. L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 26,120 | Sqm | 15 ₹3,91,800 | 30 ₹7,83,600 | 50 ₹13,06,000 | 60 ₹15,67,200 | 10 ₹2,61,200 Lowest | 39.39 ₹10,28,866.8 | 46.31 ₹12,09,617.2 | 20 ₹5,22,400 | 25 ₹6,53,000 | 24 ₹6,26,880 |
| 2.00 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) | 26,120 | Sqm | 257.7 ₹67,31,124 | 280 ₹73,13,600 | 310 ₹80,97,200 | 275 ₹71,83,000 | 350 ₹91,42,000 | 247.7 ₹64,69,924 | 340 ₹88,80,800 | 198 ₹51,71,760 Lowest | 205 ₹53,54,600 | 205 ₹53,54,600 |
| 3.00 | 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) | 39,690 | Sqm | 100 ₹39,69,000 | 120 ₹47,62,800 | 105 ₹41,67,450 | 90 ₹35,72,100 | 105 ₹41,67,450 | 115.76 ₹45,94,514.4 | 130 ₹51,59,700 | 50 ₹19,84,500 Lowest | 92 ₹36,51,480 | 75 ₹29,76,750 |
| 4.00 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | 4,250 | Sqm | 120 ₹5,10,000 | 130 ₹5,52,500 | 155 ₹6,58,750 | 130 ₹5,52,500 | 100 ₹4,25,000 | 163.08 ₹6,93,090 | 191.74 ₹8,14,895 | 60 ₹2,55,000 Lowest | 70 ₹2,97,500 | 65 ₹2,76,250 |
| 5.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 50 | Cum | 7,370 ₹3,68,500 | 5,600 ₹2,80,000 | 7,000 ₹3,50,000 | 6,000 ₹3,00,000 | 8,500 ₹4,25,000 | 5,312.76 ₹2,65,638 | 6,246.31 ₹3,12,315.5 | 5,000 ₹2,50,000 Lowest | 6,500 ₹3,25,000 | 6,800 ₹3,40,000 |
| 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) | 50 | Cum | 8,500 ₹4,25,000 | 8,500 ₹4,25,000 | 11,000 ₹5,50,000 | 6,500 ₹3,25,000 | 8,500 ₹4,25,000 | 7,822.81 ₹3,91,140.5 | 9,197.42 ₹4,59,871 | 5,000 ₹2,50,000 Lowest | 6,200 ₹3,10,000 | 7,200 ₹3,60,000 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide | 1,000 | Metre | 210 ₹2,10,000 | 150 ₹1,50,000 | 98 ₹98,000 | 280 ₹2,80,000 | 200 ₹2,00,000 | 150.32 ₹1,50,320 | 176.74 ₹1,76,740 | 50 ₹50,000 Lowest | 100 ₹1,00,000 | 200 ₹2,00,000 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of formColumns, Pillars, Piers, Abutments, Posts and Struts | 100 | Sqm | 604.64 ₹60,464 | 650 ₹65,000 | 700 ₹70,000 | 325 ₹32,500 | 650 ₹65,000 | 692.91 ₹69,291 | 814.66 ₹81,466 | 300 ₹30,000 Lowest | 375 ₹37,500 | 400 ₹40,000 |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 5,000 | Kg | 100 ₹5,00,000 | 80 ₹4,00,000 | 100 ₹5,00,000 | 68 ₹3,40,000 Lowest | 90 ₹4,50,000 | 77.74 ₹3,88,700 | 91.4 ₹4,57,000 | 80 ₹4,00,000 | 73 ₹3,65,000 | 100 ₹5,00,000 |
| 10.00 | 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 2.4m 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.) / Spring 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) | 1,500 | Metre | 375 ₹5,62,500 | 300 ₹4,50,000 | 361 ₹5,41,500 | 700 ₹10,50,000 | 500 ₹7,50,000 | 270.88 ₹4,06,320 Lowest | 315 ₹4,72,500 | 300 ₹4,50,000 | 400 ₹6,00,000 | 330 ₹4,95,000 |
Tender Value
₹2.0 Cr
EMD Value
₹5.9 L
Closing Date
4 Sept 2026, 6:00 pmClosed
ASSTT.GEN. MGR.(E-C)
M.P. AIRPORT, UDAIPUR
Repairing of operational boundary wall at M.P. Airport, Udaipur
2026_AAI_284554_1
AAI/UDR/AGM(E-C)/W-164/26-27
Open Tender
Civil Works
Item Rate
240 days
M.P. AIRPORT
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹5.9 L
1 Oct 2026
14 Aug 2026
7 Sept 2026
14 Aug 2026
4 Sept 2026
14 Aug 2026
14 Aug 2026 - 21 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 26,120 | Sqm | - | - |
| 2 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) | 26,120 | Sqm | - | - |
| 3 | 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) | 39,690 | Sqm | - | - |
| 4 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. | 4,250 | Sqm | - | - |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 50 | 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) | 50 | Cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide | 1,000 | Metre | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of formColumns, Pillars, Piers, Abutments, Posts and Struts | 100 | Sqm | - | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 5,000 | Kg | - | - |
| 10 | 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 2.4m 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.) / Spring 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) | 1,500 | Metre | - | - |
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