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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-Finance | ₹3.9 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹3.9 CrRejected-Finance | ₹3.9 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹4.2 CrRejected-Finance | ₹4.2 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹4.9 CrRejected-Finance | ₹4.9 Cr | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical No valid tripartite agreement or written approval from the main cleint (NHAI) is submitted in support of the experience claimed (as per Clause 3(a) on pg.WNIT-4). Hence, Disqualified. |
| Sl No | Description | Qty | Unit | AD CONSTRUCTIONS L3 | ESHYAN INFRATECH L1 | Classicon Projects India Pvt. Ltd. L2 | DY Infra & Projects Private Limited L4 |
|---|---|---|---|---|---|---|---|
| 1.01 | (A) Civil Works
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 for all lift, as directed by Engineerin- charge. All kinds of soil | 2,670 | cum | 150 ₹4,00,500 Lowest | 150 ₹4,00,500 Lowest | 160 ₹4,27,200 | 178 ₹4,75,260 |
| 1.02 | 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 for all lift | 610 | cum | 140 ₹85,400 | 100 ₹61,000 Lowest | 120 ₹73,200 | 250 ₹1,52,500 |
| 1.03 | 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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 75 | cum | 5,000 ₹3,75,000 Lowest | 5,400 ₹4,05,000 | 5,800 ₹4,35,000 | 6,350 ₹4,76,250 |
| 1.04 | 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) | 285 | cum | 4,600 ₹13,11,000 Lowest | 4,900 ₹13,96,500 | 4,800 ₹13,68,000 | 4,700 ₹13,39,500 |
| 1.05 | 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) | 640 | cum | 5,300 ₹33,92,000 Lowest | 6,000 ₹38,40,000 | 6,500 ₹41,60,000 | 6,150 ₹39,36,000 |
| 1.06 | 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) : 3 graded stone aggregate 20 mm nominal size) | 20 | cum | 5,700 ₹1,14,000 Lowest | 6,600 ₹1,32,000 | 7,000 ₹1,40,000 | 6,200 ₹1,24,000 |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 395 | Sqm | 300 ₹1,18,500 | 240 ₹94,800 Lowest | 350 ₹1,38,250 | 550 ₹2,17,250 |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 2,400 | Sqm | 450 ₹10,80,000 | 420 ₹10,08,000 Lowest | 700 ₹16,80,000 | 650 ₹15,60,000 |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 180 | Sqm | 400 ₹72,000 Lowest | 450 ₹81,000 | 700 ₹1,26,000 | 900 ₹1,62,000 |
| 1.10 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 270 | Sqm | 500 ₹1,35,000 Lowest | 510 ₹1,37,700 | 700 ₹1,89,000 | 900 ₹2,43,000 |
Tender Value
₹4.6 Cr
EMD Value
₹13.9 L
Closing Date
29 May 2026, 6:00 pmClosed
AGM(E-C)
KADAPA AIRPORT
Miscellaneous Civil works excluded in the scope of the NDTB EPC work at Kadapa Airport
2026_AAI_276747_1
AAI/KDP/E-C/MISC-NDTB/2026-27
Open Tender
Civil Works
Item Rate
180 days
KADAPA AIRPORT
Please refer Tender documents.
16 documents required · 16 mandatory
₹1,180
₹13.9 L
15 Jun 2026
8 May 2026
1 Jun 2026
8 May 2026
29 May 2026
11 May 2026
8 May 2026 - 10 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | (A) Civil Works
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 for all lift, as directed by Engineerin- charge. All kinds of soil | 2,670 | cum | - | - |
| 1.02 | 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 for all lift | 610 | cum | - | - |
| 1.03 | 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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 75 | cum | - | - |
| 1.04 | 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) | 285 | cum | - | - |
| 1.05 | 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) | 640 | cum | - | - |
| 1.06 | 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) : 3 graded stone aggregate 20 mm nominal size) | 20 | cum | - | - |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 395 | Sqm | - | - |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 2,400 | Sqm | - | - |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 180 | Sqm | - | - |
| 1.1 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 270 | Sqm | - | - |
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