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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-Finance | ₹12.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹16.1 L+₹4.1 L (34.2%)Rejected-Finance RZF 1 83A MAHAVIR ENCLAVE PALAM NEW DELHI 110045 | SOUTH WEST | DELHI | 110045 | ₹16.1 L+₹4.1 L (34.2%) | L2 | Rejected-Finance L2 |
| 3 | L3₹17.2 L+₹5.3 L (44.1%)Rejected-Finance | ₹17.2 L+₹5.3 L (44.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹20.0 L+₹8.0 L (66.8%)Rejected-Finance | ₹20.0 L+₹8.0 L (66.8%) | L4 | Rejected-Finance L4 |
| 5 | L5₹20.8 L+₹8.8 L (73.9%)Rejected-Finance | ₹20.8 L+₹8.8 L (73.9%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | XL Core Infra Private Limited L5 | SIROHI CONSTRUCTION CO L2 | S K SINGHAL L4 | Swami Contractors Pvt Ltd L3 | NANDA KAILASH INFRASTRUCTURE AND DEVELOPERS PRIVATE LIMITED L1 | GNS CONSTRUCTION L6 |
|---|---|---|---|---|---|---|---|---|---|
| 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 for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | 147.28 | Cum | 180 ₹26,509.5 | 126 ₹18,556.65 | 220 ₹32,400.5 | 75 ₹11,045.63 Lowest | 170 ₹25,036.75 | 380 ₹55,964.5 |
| 2.00 | Centering and shuttering including strutting, propping etc. and removal
of form work for :Foundations, footings, bases for columns | 75 | Sqm | 300 ₹22,500 | 234 ₹17,550 Lowest | 380 ₹28,500 | 250 ₹18,750 | 240 ₹18,000 | 480 ₹36,000 |
| 3.00 | Centering and shuttering including strutting, propping etc. and removal
of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets,
kerbs and steps etc. | 22.47 | Sqm | 750 ₹16,852.5 | 486 ₹10,920.42 | 410 ₹9,212.7 | 537 ₹12,066.39 | 290 ₹6,516.3 Lowest | 500 ₹11,235 |
| 4.00 | 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 34.25 | Cum | 5,500 ₹1,88,375 | 4,050 ₹1,38,712.5 Lowest | 5,125 ₹1,75,531.25 | 4,348 ₹1,48,919 | 4,150 ₹1,42,137.5 | 4,800 ₹1,64,400 |
| 5.00 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 40 mm nominal size) in pavements, laid to required slope
and camber in panels as required including consolidation finishing
and tamping complete. | 68.5 | Cum | 6,500 ₹4,45,250 | 5,670 ₹3,88,395 | 5,900 ₹4,04,150 | 5,101 ₹3,49,418.5 | 5,050 ₹3,45,925 Lowest | 5,600 ₹3,83,600 |
| 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 :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) | 6.75 | Cum | 7,100 ₹47,925 | 5,670 ₹38,272.5 | 6,100 ₹41,175 | 5,028 ₹33,939 | 4,850 ₹32,737.5 Lowest | 6,200 ₹41,850 |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,012.5 | Kg | 108 ₹1,09,350 | 81.9 ₹82,923.75 | 82.5 ₹83,531.25 | 69 ₹69,862.5 | 68 ₹68,850 Lowest | 110 ₹1,11,375 |
| 8.00 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable
material to the dumping ground, for which payment shall be made
separately and stacking of serviceable material within 50 metre lead
as per direction of Engineer-in-Charge. | 1,692 | Sqm | 80 ₹1,35,360 | 36 ₹60,912 | 120 ₹2,03,040 | 84 ₹1,42,128 | 30 ₹50,760 Lowest | 180 ₹3,04,560 |
| 9.00 | Laying old cement cocrete interlocking paver blocks of any design/
shape laid in required line, level, curvature, colour and pattern over
and including 50 mm thick compacted bed of coarse sand, filling the
joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department
free of cost). | 1,184.4 | Sqm | 250 ₹2,96,100 | 180 ₹2,13,192 | 199 ₹2,35,695.6 | 257 ₹3,04,390.8 | 80 ₹94,752 Lowest | 350 ₹4,14,540 |
| 10.00 | Providing and laying factory made chamfered edge Cement Concrete paver blocks (80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.) in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. | 700.1 | Sqm | 850 ₹5,95,085 | 720 ₹5,04,072 | 855 ₹5,98,585.5 | 696 ₹4,87,269.6 | 440 ₹3,08,044 Lowest | 900 ₹6,30,090 |
Tender Value
₹23.1 L
EMD Value
₹69,174
Closing Date
25 Apr 2026, 6:00 pmClosed
SM (E-C)
O/o Senior manager Engg Civil Airports Authority of India Civil Enclave Hindon Airport Ghaziabad Uttar Pradesh
Miscellaneous Civil Works for year 2026 and 2027 at Civil Enclave Hindon Airport Hindon Ghaziabad Uttar Pradesh
2026_AAI_273269_1
AAI/NR/HINDON/SM(E-C)/Misc Works/Civil
Open Tender
Civil Works
Item Rate
150 days
Hindon Airport
Tender Processing Fee and EMD Tender Acceptance Letter Annexure 1 Copy of PAN and GST Reg No
Blacklisting or debarring Annexure 2
Details of similar works Form A Form B Form C
Annexure 5
Annexure LBS and copy of Authorization Letter
4 documents required · 4 mandatory
₹1,180
₹69,174
Hindon Airport
20 Jul 2026
28 Mar 2026
27 Apr 2026
28 Mar 2026
25 Apr 2026
28 Mar 2026
28 Mar 2026 - 4 Apr 2026
6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 Engineer-in-charge. 2.6.1 All kinds of soil | |||||
| 2Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns | |||||
| 3 | Centering and shuttering including strutting, propping etc. and removal
of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets,
kerbs and steps etc. | 1 | Sqm | - | - |
| 4Providing 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) | |||||
| 5Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | |||||
| 6Providing 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) | |||||
| 7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | |||||
| 8Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | |||||
| 9Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). | |||||
| 10Providing and laying factory made chamfered edge Cement Concrete paver blocks (80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.) in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. | |||||
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