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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 CrAccepted-Finance PUJA HOUSE 34 1 VIKAS APARTMENTS EAST PUNJABI BAGH NEW DELHI 110 026 | NEW DELHI | WEST DELHI | DELHI | 110026 | ₹13.7 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹14.5 Cr+₹82.5 L (6.02%)Rejected-Finance KAISERGANJ BAHRAICH U P 271903 | BAHRAICH | UTTAR PRADESH | 271903 | ₹14.5 Cr+₹82.5 L (6.02%) | L2 | Rejected-Finance L2 |
| 3 | L3₹14.7 Cr+₹1.0 Cr (7.31%)Rejected-Finance 102 RAVINDRA NAGAR OLD PALASIA INDORE M P | INDORE | MADHYA PRADESH | 452001 | ₹14.7 Cr+₹1.0 Cr (7.31%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Meeting NIT Criteria |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Meeting NIT Criteria |
| Sl No | Description | Qty | Unit | K.G. Gupta Infrastructure Pvt. Ltd. L3 | PRL PROJECTS AND INFRASTRUCTURE LIMITED L1 | HINDUSTAN CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
(a) All kinds of soil | 1,16,790 | Sqm. | 20 ₹23,35,800 | 15 ₹17,51,850 | 8 ₹9,34,320 Lowest |
| 2.00 | Carriage of materials by mechanical transport including loading, unloading and stacking upto a lead of 1 km
a) Lime, moorum, building rubbish | 5,840 | Cum | 225 ₹13,14,000 | 180 ₹10,51,200 | 150 ₹8,76,000 Lowest |
| 3.00 | Carriage of materials by mechanical transport including loading, unloading and stacking upto a lead of 2 km
a) Lime, moorum, building rubbish | 5,840 | Cum | 250 ₹14,60,000 | 220 ₹12,84,800 | 200 ₹11,68,000 Lowest |
| 4.00 | Consolidation of subgrade with power road roller of 8 to 10 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade as directed by Engineer-in-charge | 1,16,790 | Sqm. | 25 ₹29,19,750 | 12 ₹14,01,480 Lowest | 12 ₹14,01,480 Lowest |
| 5.00 | Construction of Subgrade with Moorum/gravel soil brought out from approved quarry out side the airport premises. The complete operation will include spreading the Moorum with dozer, dressing, levelling, providing camber, grading with motor grader and consolidating with vibratory roller 8-10 tonne capacity in layers not exceeding 20cm in depth to achieve 95% of the field density including making good the undulation etc. to meet requirement of table 300-2 of MoRTH Specifications, Technical Specifications and drawings complete and directions of Engineer-in-Charge. The embankment constructions should satisfy minimum CBR value of 15 to 20 as per design requirement. (Cost includes all leads ,taxes, royalty, operations and obtaining field density from the approved lab or Govt Engineering college). | 15,190 | Cum | 1,000 ₹1,51,90,000 | 1,100 ₹1,67,09,000 | 450 ₹68,35,500 Lowest |
| 6.00 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
a) On bituminous surface @ 0.50 Kg / sqm | 1,75,640 | Sqm. | 20 ₹35,12,800 Lowest | 30 ₹52,69,200 | 35 ₹61,47,400 |
| 7.00 | Providing and laying of Hot Mix Semi Dense Asphaltic Concrete (SDAC) using crushed stone aggregate of quality, size and grading as specified and cement, as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 content shall be taken as 120 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% Cement by weight of aggregates as filler material].
The necessary cost adjustment shall be made based on Job Mix Formula
Note:
a) The bitumen used shall be Viscosity Grade bitumen of VG-30 conforming to Indian standard for the purpose of tendering the bitumen content may be adopted as 120kg/m3 by weight of mineral aggregate. In case the bitumen content as found out from the Job Mix Formula varies from 120 kg/m3, necessary cost adjustment shall be made in the rate of this item at the rate of bitumen as indicated against the note given below.
b) Contractor(s) while quoting the rates for bituminous Items may assume a rate of Rs.43,622/-(Excl. GST) per MT (Basic Rate for VG-30). The basic rate of bitumen consider nearest refinery (Chennai) only. Any difference in price shall be adjusted on submission of actual vouchers. It will be the responsibility of the contractor to arrange transport and suitable storage facility to store this bulk bitumen at their own cost and nothing extra shall be paid for the same.
c) The basic rate of bitumen prevailing at the time of execution shall be considered for any increase or decrease, as per the original invoice submitted to the EIC | 4,370 | Cum | 12,900 ₹5,63,73,000 | 12,000 ₹5,24,40,000 Lowest | 14,500 ₹6,33,65,000 |
| 8.00 | Providing and laying of Hot Mix Dense Asphaltic Concrete (DAC) using crushed stone aggregate of quality, size and grading as specified and cement, as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 content shall be taken as 135 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% Cement by weight of aggregates as filler material].
The necessary cost adjustment shall be made based on Job Mix Formula
Note:
a) The bitumen used shall be Viscosity Grade bitumen of VG-30 conforming to Indian standard for the purpose of tendering the bitumen content may be adopted as 135 kg/m3 by weight of mineral aggregate. In case the bitumen content as found out from the Job Mix Formula varies from 135 kg/m3, necessary cost adjustment shall be made in the rate of this item at the rate of bitumen as indicated against the note given below.
b) Contractor(s) while quoting the rates for bituminous Items may assume a rate of Rs.43,622/-(Excl. GST) per MT (Basic Rate for VG-30). The basic rate of bitumen consider nearest refiniry (Chennai) only. Any difference in price shall be adjusted on submission of actual vouchers. It will be the responsibility of the contractor to arrange transport and suitable storage facility to store this bulk bitumen at their own cost and nothing extra shall be paid for the same.
c) The basic rate of bitumen prevailing at the time of execution shall be considered for any increase or decrease, as per the original invoice submitted to the EIC | 2,940 | Cum | 13,500 ₹3,96,90,000 | 12,500 ₹3,67,50,000 Lowest | 14,000 ₹4,11,60,000 |
| 9.00 | Providing and laying of Hot Mix Dense Bituminous Macadam (DBM) using crushed stone aggregate of quality, size and grading as specified and cement of quality as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified Ievels, grade and camber as per specification, drawings and as directed by the Engineer-in-Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 shall be taken as 110 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% Cement by weight of aggregates as filler material.
The necessary cost adjustment shall be made based on Job Mix Formula
Note:
a) The bitumen used shall be Viscosity Grade bitumen of VG-30 conforming to Indian standard for the purpose of tendering the bitumen content may be adopted as 110 kg/m3 by weight of mineral aggregate. In case the bitumen content as found out from the Job Mix Formula varies from 110 kg/m3, necessary cost adjustment shall be made in the rate of this item at the rate of bitumen as indicated against the note given below.
b) Contractor(s) while quoting the rates for bituminous Items may assume a rate of Rs.43,622/-(Excl. GST) per MT (Basic Rate for VG-30). The basic rate of bitumen consider nearest refiniry (Chennai) only. Any difference in price shall be adjusted on submission of actual vouchers. It will be the responsibility of the contractor to arrange transport and suitable storage facility to store this bulk bitumen at their own cost and nothing extra shall be paid for the same.
c) The basic rate of bitumen prevailing at the time of execution shall be considered for any increase or decrease, as per the original invoice submitted to the EIC | 1,470 | Cum | 12,000 ₹1,76,40,000 | 11,000 ₹1,61,70,000 Lowest | 12,500 ₹1,83,75,000 |
| 10.00 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.
a) New work (Two or more coats). | 13,910 | Sqm. | 300 ₹41,73,000 | 150 ₹20,86,500 Lowest | 150 ₹20,86,500 Lowest |
Tender Value
₹17.1 Cr
EMD Value
₹51.3 L
Closing Date
12 Jan 2026, 6:00 pmClosed
Sr. Manager (E-C)
AAI, Puducherry Airport
Re-carpeting of Runway at Puducherry Airport
2025_AAI_258028_1
AAI/PDY/SM(E-C)/Recarpeting
Open Tender
Civil Works
Works
210 days
AAI, Puducherry Airport
As per Tender Document
10 documents required · 10 mandatory
₹3,540
₹51.3 L
11 Feb 2026
19 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 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
(a) All kinds of soil | 1,16,790 | Sqm. | - | - |
| 2 | Carriage of materials by mechanical transport including loading, unloading and stacking upto a lead of 1 km
a) Lime, moorum, building rubbish | 5,840 | Cum | - | - |
| 3 | Carriage of materials by mechanical transport including loading, unloading and stacking upto a lead of 2 km
a) Lime, moorum, building rubbish | 5,840 | Cum | - | - |
| 4 | Consolidation of subgrade with power road roller of 8 to 10 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade as directed by Engineer-in-charge | 1,16,790 | Sqm. | - | - |
| 5 | Construction of Subgrade with Moorum/gravel soil brought out from approved quarry out side the airport premises. The complete operation will include spreading the Moorum with dozer, dressing, levelling, providing camber, grading with motor grader and consolidating with vibratory roller 8-10 tonne capacity in layers not exceeding 20cm in depth to achieve 95% of the field density including making good the undulation etc. to meet requirement of table 300-2 of MoRTH Specifications, Technical Specifications and drawings complete and directions of Engineer-in-Charge. The embankment constructions should satisfy minimum CBR value of 15 to 20 as per design requirement. (Cost includes all leads ,taxes, royalty, operations and obtaining field density from the approved lab or Govt Engineering college). | 15,190 | Cum | - | - |
| 6 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
a) On bituminous surface @ 0.50 Kg / sqm | 1,75,640 | Sqm. | - | - |
| 7 | Providing and laying of Hot Mix Semi Dense Asphaltic Concrete (SDAC) using crushed stone aggregate of quality, size and grading as specified and cement, as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 content shall be taken as 120 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% Cement by weight of aggregates as filler material].
The necessary cost adjustment shall be made based on Job Mix Formula
Note:
a) The bitumen used shall be Viscosity Grade bitumen of VG-30 conforming to Indian standard for the purpose of tendering the bitumen content may be adopted as 120kg/m3 by weight of mineral aggregate. In case the bitumen content as found out from the Job Mix Formula varies from 120 kg/m3, necessary cost adjustment shall be made in the rate of this item at the rate of bitumen as indicated against the note given below.
b) Contractor(s) while quoting the rates for bituminous Items may assume a rate of Rs.43,622/-(Excl. GST) per MT (Basic Rate for VG-30). The basic rate of bitumen consider nearest refinery (Chennai) only. Any difference in price shall be adjusted on submission of actual vouchers. It will be the responsibility of the contractor to arrange transport and suitable storage facility to store this bulk bitumen at their own cost and nothing extra shall be paid for the same.
c) The basic rate of bitumen prevailing at the time of execution shall be considered for any increase or decrease, as per the original invoice submitted to the EIC | 4,370 | Cum | - | - |
| 8 | Providing and laying of Hot Mix Dense Asphaltic Concrete (DAC) using crushed stone aggregate of quality, size and grading as specified and cement, as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 content shall be taken as 135 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% Cement by weight of aggregates as filler material].
The necessary cost adjustment shall be made based on Job Mix Formula
Note:
a) The bitumen used shall be Viscosity Grade bitumen of VG-30 conforming to Indian standard for the purpose of tendering the bitumen content may be adopted as 135 kg/m3 by weight of mineral aggregate. In case the bitumen content as found out from the Job Mix Formula varies from 135 kg/m3, necessary cost adjustment shall be made in the rate of this item at the rate of bitumen as indicated against the note given below.
b) Contractor(s) while quoting the rates for bituminous Items may assume a rate of Rs.43,622/-(Excl. GST) per MT (Basic Rate for VG-30). The basic rate of bitumen consider nearest refiniry (Chennai) only. Any difference in price shall be adjusted on submission of actual vouchers. It will be the responsibility of the contractor to arrange transport and suitable storage facility to store this bulk bitumen at their own cost and nothing extra shall be paid for the same.
c) The basic rate of bitumen prevailing at the time of execution shall be considered for any increase or decrease, as per the original invoice submitted to the EIC | 2,940 | Cum | - | - |
| 9 | Providing and laying of Hot Mix Dense Bituminous Macadam (DBM) using crushed stone aggregate of quality, size and grading as specified and cement of quality as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified Ievels, grade and camber as per specification, drawings and as directed by the Engineer-in-Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 shall be taken as 110 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% Cement by weight of aggregates as filler material.
The necessary cost adjustment shall be made based on Job Mix Formula
Note:
a) The bitumen used shall be Viscosity Grade bitumen of VG-30 conforming to Indian standard for the purpose of tendering the bitumen content may be adopted as 110 kg/m3 by weight of mineral aggregate. In case the bitumen content as found out from the Job Mix Formula varies from 110 kg/m3, necessary cost adjustment shall be made in the rate of this item at the rate of bitumen as indicated against the note given below.
b) Contractor(s) while quoting the rates for bituminous Items may assume a rate of Rs.43,622/-(Excl. GST) per MT (Basic Rate for VG-30). The basic rate of bitumen consider nearest refiniry (Chennai) only. Any difference in price shall be adjusted on submission of actual vouchers. It will be the responsibility of the contractor to arrange transport and suitable storage facility to store this bulk bitumen at their own cost and nothing extra shall be paid for the same.
c) The basic rate of bitumen prevailing at the time of execution shall be considered for any increase or decrease, as per the original invoice submitted to the EIC | 1,470 | Cum | - | - |
| 10 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.
a) New work (Two or more coats). | 13,910 | Sqm. | - | - |
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