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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹1.6 Cr+₹22.5 L (16.6%)Rejected-Finance | ₹1.6 Cr+₹22.5 L (16.6%) | L2 | Rejected-Finance Not L1 bidder |
| 3 | L3₹1.6 Cr+₹26.6 L (19.6%)Rejected-Finance | ₹1.6 Cr+₹26.6 L (19.6%) | L3 | Rejected-Finance Not L1 bidder |
| 4 | L4₹1.7 Cr+₹32.9 L (24.3%)Rejected-Finance NA | NA | NA | 121004 | ₹1.7 Cr+₹32.9 L (24.3%) | L4 | Rejected-Finance Not L1 bidder |
| 5 | L5₹1.8 Cr+₹40.8 L (30.1%)Rejected-Finance HOUSE NO 190 WARD NO 08 HAMIRPUR | ₹1.8 Cr+₹40.8 L (30.1%) | L5 | Rejected-Finance Not L1 bidder |
| Sl No | Description | Qty | Unit | MSC Roads and Bridges Pvt Ltd L5 | Mohinder Singh L1 | BAKHTAWAR AHMAD RATHER L4 | M/S Surindera Traders L2 | NAVNEET SHARMA L6 | KRISHAN MOHAN GOEL L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 230 | Sqm | 60 ₹13,800 | 30 ₹6,900 | 11 ₹2,530 | 5 ₹1,150 Lowest | 225 ₹51,750 | 50 ₹11,500 |
| 2.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 10,000 | Sqm | 50 ₹5,00,000 | 4 ₹40,000 | 5 ₹50,000 | 0.9 ₹9,000 Lowest | 10 ₹1,00,000 | 7.5 ₹75,000 |
| 3.00 | 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 all lift, as directed by Engineer-incharge.
All kinds of soil | 4,020 | Cum | 200 ₹8,04,000 | 90 ₹3,61,800 Lowest | 200 ₹8,04,000 | 180 ₹7,23,600 | 236 ₹9,48,720 | 100 ₹4,02,000 |
| 4.00 | 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 up to 50 and for all lift. | 3,650 | Cum | 200 ₹7,30,000 | 80 ₹2,92,000 | 100 ₹3,65,000 | 40 ₹1,46,000 Lowest | 190 ₹6,93,500 | 90 ₹3,28,500 |
| 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) | 230 | Cum | 4,200 ₹9,66,000 | 4,500 ₹10,35,000 | 5,000 ₹11,50,000 | 3,500 ₹8,05,000 Lowest | 4,444 ₹10,22,120 | 4,650 ₹10,69,500 |
| 6.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 30 | Cum | 5,200 ₹1,56,000 | 5,000 ₹1,50,000 | 6,500 ₹1,95,000 | 4,900 ₹1,47,000 Lowest | 8,500 ₹2,55,000 | 5,200 ₹1,56,000 |
| 7.00 | 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 de rived from natural sources) | 180 | Cum | 5,400 ₹9,72,000 | 5,000 ₹9,00,000 | 6,500 ₹11,70,000 | 4,950 ₹8,91,000 Lowest | 7,990 ₹14,38,200 | 5,200 ₹9,36,000 |
| 8.00 | 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) | 60 | Cum | 5,400 ₹3,24,000 | 5,000 ₹3,00,000 Lowest | 6,500 ₹3,90,000 | 5,000 ₹3,00,000 Lowest | 8,670 ₹5,20,200 | 5,200 ₹3,12,000 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases of columns, etc. for mass concrete | 180 | Sqm | 250 ₹45,000 | 100 ₹18,000 Lowest | 200 ₹36,000 | 150 ₹27,000 | 230 ₹41,400 | 150 ₹27,000 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 250 | Sqm | 270 ₹67,500 | 100 ₹25,000 Lowest | 300 ₹75,000 | 150 ₹37,500 | 250 ₹62,500 | 450 ₹1,12,500 |
Tender Value
₹2.6 Cr
EMD Value
₹7.7 L
Closing Date
10 Dec 2025, 6:00 pmClosed
AGM (Engg-Civil)
O/o AGM (Engg-Civil), Airports Authority of India, Kangra Airport, Kangra, H.P.-176209
Provision of Crate wall, Retaining wall to restore soil erosion and construction of pathway at 15 and 33 end at Kangra Airport
2025_AAI_256043_1
AAI/KNG/E-C/Crate Wall/2025
Open Tender
Civil Works
Item Rate
180 days
Kangra Airport
As per NIT
10 documents required · 10 mandatory
₹1,180
₹7.7 L
8 Aug 2026
20 Nov 2025
12 Dec 2025
20 Nov 2025
10 Dec 2025
4 Dec 2025
20 Nov 2025 - 27 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 230 | Sqm | - | - |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 10,000 | Sqm | - | - |
| 3 | 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 all lift, as directed by Engineer-incharge.
All kinds of soil | 4,020 | Cum | - | - |
| 4 | 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 and for all lift. | 3,650 | Cum | - | - |
| 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) | 230 | Cum | - | - |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 30 | Cum | - | - |
| 7 | 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 de rived from natural sources) | 180 | Cum | - | - |
| 8 | 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) | 60 | Cum | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases of columns, etc. for mass concrete | 180 | Sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 250 | Sqm | - | - |
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