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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.4 LAccepted-Finance F22 117 SECTOR 3 ROHINI 110085 DELHI | DELHI | NORTH WEST DELHI | DELHI | 110085 | ₹57.4 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹61.2 L+₹3.9 L (6.75%)Rejected-Finance | ₹61.2 L+₹3.9 L (6.75%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹61.8 L+₹4.5 L (7.76%)Rejected-Finance 21 PROMISE APARTMENT F BLOCK VIKASPURI NEW DELHI 110018 | WEST | DELHI | 110018 | ₹61.8 L+₹4.5 L (7.76%) | L3 | Rejected-Finance Being L3 |
| 4 | Rejected-Technical C 36 DUGGAL COLONY KHANPUR DEVLI ROAD DELHI 110062 | SOUTH | DELHI | 110062 | - | - | Rejected-Technical Bidder does not satisfy NIT criteria |
| 5 | Rejected-Technical 651 MUKHERJEE NAGAR DELHI 110009 | DELHI | DELHI | DELHI | 110009 | - | - | Rejected-Technical Bidder does not satisfy NIT criteria |
| Sl No | Description | Qty | Unit | M/S M L BROTHER L1 | SAMTA INTERIORS L3 | NDV ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 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 lift upto 1.5 m, as directed by Engineer-in-charge.
All kinds of soil | 96 | cum | 200 ₹19,200 | 120 ₹11,520 Lowest | 145 ₹13,920 |
| 2.00 | 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 upto 50 m and lift upto 1.5 m. | 71 | cum | 200 ₹14,200 | 80 ₹5,680 Lowest | 150 ₹10,650 |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 87 | cum | 1,300 ₹1,13,100 Lowest | 1,850 ₹1,60,950 | 1,500 ₹1,30,500 |
| 4.00 | 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. All kinds of soil | 457 | sqm | 10 ₹4,570 Lowest | 30 ₹13,710 | 29 ₹13,253 |
| 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 :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 73 | cum | 4,800 ₹3,50,400 | 4,200 ₹3,06,600 Lowest | 5,500 ₹4,01,500 |
| 6.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 9 | sqm | 5,500 ₹49,500 | 320 ₹2,880 Lowest | 349 ₹3,141 |
| 7.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 44 | sqm | 500 ₹22,000 Lowest | 625 ₹27,500 | 630 ₹27,720 |
| 8.00 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 20 | cum | 6,500 ₹1,30,000 Lowest | 6,800 ₹1,36,000 | 7,500 ₹1,50,000 |
| 9.00 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5 | cum | 6,500 ₹32,500 Lowest | 7,500 ₹37,500 | 8,500 ₹42,500 |
| 10.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 37 | cum | 6,500 ₹2,40,500 Lowest | 7,800 ₹2,88,600 | 9,072 ₹3,35,664 |
Tender Value
₹68.7 L
EMD Value
₹2.1 L
Closing Date
24 Jun 2026, 6:00 pmClosed
DGM (Engg. Civil), Civil Enclave, Bareilly
DGM (Engg. Civil), Civil Enclave, Bareilly-243122
Construction of Kote and CASO office at Bareilly Airport
2026_AAI_279313_1
AAI/BLY/Engg(C)/Kote-CASO
Open Tender
Civil Works
Item Rate
180 days
Civil Enclave
As per NIT
13 documents required · 13 mandatory
₹1,180
₹2.1 L
7 Aug 2026
2 Jun 2026
29 Jun 2026
3 Jun 2026
24 Jun 2026
15 Jun 2026
3 Jun 2026 - 10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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-in-charge.
All kinds of soil | 96 | cum | - | - |
| 2 | 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 upto 50 m and lift upto 1.5 m. | 71 | cum | - | - |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 87 | cum | - | - |
| 4 | 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. All kinds of soil | 457 | sqm | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 73 | cum | - | - |
| 6 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 9 | sqm | - | - |
| 7 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 44 | sqm | - | - |
| 8 | 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 20 | cum | - | - |
| 9 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5 | cum | - | - |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 37 | cum | - | - |
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