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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 CrAccepted-AOC | ₹9.2 Cr Quoted ₹7.8 Cr | L1 | Accepted-AOC L1. Hence, awarded. |
| 2 | L2₹8.0 CrRejected-Finance 5 217 D1 TEACHERS COLONY MOHANUR ROAD NAMAKKAL 637001 | NAMAKKAL | TAMIL NADU | 637001 | ₹8.0 Cr | L2 | Rejected-Finance L2. Hence, Rejected. |
| 3 | L3₹8.0 CrRejected-Finance | ₹8.0 Cr | L3 | Rejected-Finance L3. Hence, Rejected. |
| 4 | L4₹8.6 CrRejected-Finance | ₹8.6 Cr | L4 | Rejected-Finance L4. Hence, Rejected. |
| 5 | L5₹9.0 CrRejected-Finance TS NO 1396 NORTH MAIN STREET PUDUKOTTAI 622 001 | PUDUKOTTAI | PUDUKOTTAI | TAMIL NADU | 622001 | ₹9.0 Cr | L5 | Rejected-Finance L5. Hence, Rejected. |
| Sl No | Description | Qty | Unit | BOSON INFRA INDIA PVT LTD L4 | Abirami Engineering Construction and co L2 | TPK INFRA PROJECTS L3 | SUN CONSTRUCTIONS L5 | RSK CONSTRUCTION AND PROJECTS L6 | Janarthanan V L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Carriage of materials By Mechanical Transport including loading,unloading and stacking upto 2 km (The rates will be applicable to net quantities after deduction of prescribed percentage for voids mentioned in the specification nder subhead "Carriage of Materials").
Earth. | 8,737 | Cum | 167 ₹14,59,079 | 140 ₹12,23,180 | 52.97 ₹4,62,798.89 Lowest | 140 ₹12,23,180 | 330 ₹28,83,210 | 75 ₹6,55,275 |
| 2.00 | 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. | 12,057 | Cum | 210 ₹25,31,970 | 140 ₹16,87,980 | 120 ₹14,46,840 | 180 ₹21,70,260 | 120 ₹14,46,840 | 115 ₹13,86,555 Lowest |
| 3.00 | 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. | 3,320 | Cum | 155 ₹5,14,600 | 140 ₹4,64,800 | 70.62 ₹2,34,458.4 | 100 ₹3,32,000 | 50 ₹1,66,000 Lowest | 170 ₹5,64,400 |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 147 | Cum | 2,128 ₹3,12,816 | 1,500 ₹2,20,500 Lowest | 2,507.01 ₹3,68,530.47 | 2,800 ₹4,11,600 | 2,500 ₹3,67,500 | 2,100 ₹3,08,700 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 64 | Cum | 6,902 ₹4,41,728 | 6,300 ₹4,03,200 | 5,800 ₹3,71,200 | 5,500 ₹3,52,000 Lowest | 7,800 ₹4,99,200 | 6,400 ₹4,09,600 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a)1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 584 | Cum | 5,724 ₹33,42,816 | 5,300 ₹30,95,200 | 5,300 ₹30,95,200 | 5,000 ₹29,20,000 Lowest | 5,500 ₹32,12,000 | 5,600 ₹32,70,400 |
| 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 :
a)1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 2,585 | Cum | 6,592 ₹1,70,40,320 | 6,500 ₹1,68,02,500 | 5,900 ₹1,52,51,500 Lowest | 6,750 ₹1,74,48,750 | 7,200 ₹1,86,12,000 | 6,100 ₹1,57,68,500 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :
a)Foundations, footings, bases of columns, etc. for mass concrete | 1,292 | Sqm | 465 ₹6,00,780 | 300 ₹3,87,600 Lowest | 430.56 ₹5,56,283.52 | 800 ₹10,33,600 | 600 ₹7,75,200 | 350 ₹4,52,200 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :
a)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 16,470 | Sqm | 664 ₹1,09,36,080 | 500 ₹82,35,000 | 430.56 ₹70,91,323.2 Lowest | 750 ₹1,23,52,500 | 900 ₹1,48,23,000 | 550 ₹90,58,500 |
| 10.00 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings,bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 637 | Cum | 9,812 ₹62,50,244 | 6,500 ₹41,40,500 | 5,860 ₹37,32,820 Lowest | 6,750 ₹42,99,750 | 9,000 ₹57,33,000 | 7,450 ₹47,45,650 |
Tender Value
₹11.0 Cr
EMD Value
₹33.1 L
Closing Date
12 Jan 2026, 6:00 pmClosed
Senior Manager(Engg-Civil)
Senior Manager(Engg-Civil), Airports Authority of India, Trichy International Airport, Trichy - 620 007.
Construction of RCC Drain, RCC Box Culvert and allied works in the area between Parallel Taxi Track and new Apron at Trichy Airport.
2025_AAI_256393_1
AAI/TRY/E-C/RCC DRAIN/25-26
Open Tender
Civil Works
Item Rate
240 days
Trichy
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,540
₹33.1 L
5 Jun 2026
20 Dec 2025
21 Jan 2026
20 Dec 2025
12 Jan 2026
20 Dec 2025
20 Dec 2025 - 27 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Carriage of materials By Mechanical Transport including loading,unloading and stacking upto 2 km (The rates will be applicable to net quantities after deduction of prescribed percentage for voids mentioned in the specification nder subhead "Carriage of Materials").
Earth. | 8,737 | Cum | - | - |
| 2 | 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. | 12,057 | Cum | - | - |
| 3 | 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. | 3,320 | Cum | - | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 147 | Cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 64 | Cum | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a)1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 584 | Cum | - | - |
| 7 | 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 :
a)1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 2,585 | Cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :
a)Foundations, footings, bases of columns, etc. for mass concrete | 1,292 | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :
a)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 16,470 | Sqm | - | - |
| 10 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings,bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 637 | Cum | - | - |
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