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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.3 CrAccepted-AOC 4 94 ADARSH NAGAR PHALODI DISTT JODHPUR RAJASTHAN | PHALODI | JODHPUR | RAJASTHAN | L1 | Accepted-AOC The bid submitted by Brahma Infra , being the lowest evaluated bid is hereby accepted. | |
| 2 | L2₹28.5 Cr+₹9.5 L (0.33%)Rejected-Finance ENKAY TOWN PLAZA B I BLOCK PALAM VIHAR GURUGRAM HR 122017 | GURUGRAM | GURUGRAM | HARYANA | 122017 | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹30.5 Cr+₹2.1 Cr (7.50%)Rejected-Finance E 33 PHASE I ASHOK VIHAR NEW DELHI 110052 | NEW DELHI | NEW DELHI | DELHI | 110052 | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹32.9 Cr+₹4.6 Cr (16.0%)Rejected-Finance 67 VASANTH AVENUE URBAN ESTATE II JALANDHAR 144003 | JALANDHAR | JALANDHAR | PUNJAB | 144003 | L4 | Rejected-Finance Not being L1 | |
| 5 | L5₹33.8 Cr+₹5.4 Cr (19.2%)Rejected-Finance 154 SECTOR 13 HISAR 125005 HARYANA | HISAR | HISAR | HARYANA | 125005 | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | NSC Projects Pvt. Ltd. L2 | NITYA NAND AND SONS CONTRACTORS PVT LTD L5 | Brahma Infra L1 | Rabina Enterprises Pvt Ltd L4 | JKG INFRATECH PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of unreinforced cement concrete/ Bitumenous concrete / WMM (Hardstanding) in ground floors and pavings of any thickness (below or above ground level) by mechanical tools, diamond cutter and removing the debris/ spoil to a distance exc. 1.5 km but n exc. 5 km and depositing where directed at a level n. exc. 1.50 m above the starting point complete all as specified and directed. | 3,750 | Cum | 2,333 ₹87,48,750 | 1,500 ₹56,25,000 | 500 ₹18,75,000 Lowest | 1,771 ₹66,41,250 | 1,000 ₹37,50,000 |
| 2.00 | Excavation over areas by mechanical means (hydraulic excavator), n exc 1.5 m deep and getting out in soft & loose soil all as specified and directed. | 34,896 | Cum | 125 ₹43,62,000 | 240 ₹83,75,040 | 120 ₹41,87,520 | 91 ₹31,75,536 Lowest | 118 ₹41,17,728 |
| 3.00 | Rolling and consolidating formation surfaces in cutting with 8 to 10 ton power roller complete all as specified and directed. | 4,208 | X Sqm | 50 ₹2,10,400 Lowest | 150 ₹6,31,200 | 100 ₹4,20,800 | 71 ₹2,98,768 | 100 ₹4,20,800 |
| 4.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base using earth obtained from excavation of earth complete all as spd and directed. | 1,148 | Cum | 100 ₹1,14,800 Lowest | 210 ₹2,41,080 | 250 ₹2,87,000 | 121 ₹1,38,908 | 110 ₹1,26,280 |
| 5.00 | Removing surplus excavated material to a distance exc. 250 m but n exc. 500 m and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. | 3,000 | Cum | 110 ₹3,30,000 | 320 ₹9,60,000 | 100 ₹3,00,000 | 91 ₹2,73,000 | 12 ₹36,000 Lowest |
| 6.00 | Removing surplus excavated material to a distance exc. 500 m but n exc. 1 km and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. | 3,000 | Cum | 120 ₹3,60,000 | 330 ₹9,90,000 | 120 ₹3,60,000 | 101 ₹3,03,000 | 15 ₹45,000 Lowest |
| 7.00 | Removing surplus excavated material to a distance exc. 1.5 km but n exc. 5 km and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. | 10,000 | Cum | 225 ₹22,50,000 | 360 ₹36,00,000 | 130 ₹13,00,000 | 131 ₹13,10,000 | 65 ₹6,50,000 Lowest |
| 8.00 | Removing surplus excavated material to a distance exc. 5 km but n exc. 6 km and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. | 5,000 | Cum | 250 ₹12,50,000 | 420 ₹21,00,000 | 150 ₹7,50,000 | 141 ₹7,05,000 | 75 ₹3,75,000 Lowest |
| 9.00 | Removing surplus excavated material to a distance exc. 6 km but n exc. 7 km and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. | 6,049 | Cum | 270 ₹16,33,230 | 450 ₹27,22,050 | 190 ₹11,49,310 | 151 ₹9,13,399 | 90 ₹5,44,410 Lowest |
| 10.00 | M&L for Laying and compacting 300 mm thick in two layers (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V as specified Table 900-1 of MORTH specifications for Road and Bridge works, 2013, over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are to be mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density, Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MORTH specifications for Road and Bridge works, 2013. | 4,192 | X Sqm | 9,778 ₹4,09,89,376 | 9,700 ₹4,06,62,400 Lowest | 11,000 ₹4,61,12,000 | 12,721 ₹5,33,26,432 | 12,500 ₹5,24,00,000 |
Tender Value
₹35.9 Cr
EMD Value
₹15 L
Closing Date
3 Aug 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
HQ CE BAREILLY ZONE
HQ CE BAREILLY ZONE
EXTENSION OF RUNWAY AND ANCILLARY SERVICES AT BAREILLY
2026_MES_768889_1
CEBZ/BLY/T-08 OF 2026-27
Open Tender
Civil Works
Item Rate
BAREILLY
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,000
GE (W) BAREILLY
₹15 L
Yes
5 Nov 2026
30 May 2026
10 Aug 2026
30 May 2026
3 Aug 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of unreinforced cement concrete/ Bitumenous concrete / WMM (Hardstanding) in ground floors and pavings of any thickness (below or above ground level) by mechanical tools, diamond cutter and removing the debris/ spoil to a distance exc. 1.5 km but n exc. 5 km and depositing where directed at a level n. exc. 1.50 m above the starting point complete all as specified and directed. | 3,750 | Cum | - | - |
| 2 | Excavation over areas by mechanical means (hydraulic excavator), n exc 1.5 m deep and getting out in soft & loose soil all as specified and directed. | - | Cum | - | - |
| 3 | Rolling and consolidating formation surfaces in cutting with 8 to 10 ton power roller complete all as specified and directed. | - | X Sqm | - | - |
| 4 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base using earth obtained from from excavation of earth complete all as spd and directed. | 1,148 | Cum | - | - |
| 5 | Removing surplus excavated material to a distance exc. 250 m but n exc. 500 m and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. | 3,000 | Cum | - | - |
| 6 | Removing surplus excavated material to a distance exc. 500 m but n exc. 1 km and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. | 3,000 | Cum | - | - |
| 7 | Removing surplus excavated material to a distance exc. 1.5 km but n exc. 5 km and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. | 10,000 | Cum | - | - |
| 8 | Removing surplus excavated material to a distance exc. 5 km but n exc. 6 km and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. | 5,000 | Cum | - | - |
| 9 | Removing surplus excavated material to a distance exc. 6 km but n exc. 7 km and depositing where directed at a level n. exc. 1.50m above the starting point complete all as specified and directed. | 6,049 | Cum | - | - |
| 10 | M&L for Laying and compacting 300 mm thick in two layers (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V as specified Table 900-1 of MORTH specifications for Road and Bridge works, 2013, over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MORTH specifications for Road and Bridge works, 2013. | 4,192 | X Sqm | - | - |
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