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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.1 LAccepted-AOC | ₹58.1 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹61.9 L+₹3.8 L (6.49%)Rejected-Finance F22 117 SECTOR 3 ROHINI 110085 DELHI | DELHI | NORTH WEST DELHI | DELHI | 110085 | ₹61.9 L+₹3.8 L (6.49%) | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹77.0 L+₹18.9 L (32.6%)Rejected-Finance E 112 STREET NO 17 SHASTRI PARK EAST DELHI DELHI 110053 | NORTH EAST DELHI | DELHI | 110053 | ₹77.0 L+₹18.9 L (32.6%) | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹79.5 L+₹21.5 L (36.9%)Rejected-Finance | ₹79.5 L+₹21.5 L (36.9%) | L4 | Rejected-Finance Not L1 Bidder |
Tender Value
₹88.2 L
EMD Value
₹1.8 L
Closing Date
16 Sept 2022, 6:00 pmClosed
AGM (Engg-C)
O/o Airport Director, AAI, Kangra Airport, H.P.-176209
Raising height of operational boundary wall at Kullu Manali Airport
2022_AAI_127075_1
AAI/Kullu/E-C/Raising height/2022
Open Tender
Civil Works
Item Rate
150 days
Kullu Airport
As per NIT
8 documents required · 8 mandatory
₹1,180
₹1.8 L
28 Aug 2023
27 Aug 2022
19 Sept 2022
27 Aug 2022
16 Sept 2022
7 Sept 2022
27 Aug 2022 - 5 Sept 2022
Amount
Carriage of material by mechanical transport (lead upto 3km) including loading, unloading and stacking i) Lime, moorum, building rubbish
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.
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) : 3 graded stone aggregate 20 mm nominal size).
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) : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing
Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (One or more coat applied @ 0.90 ltr/10 sqm).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar.
Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) .
Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:Channels, angles, tees and flats, punched tape concertina coil and GI chain link fencing made of dia 4 mm, mesh size 50x50 mm including wire, nuts, bolts and washers etc. complete as per the direction of Engineer-in-charge.
Deduct for taking away of steel work on frames, shutters,trusses,channels,beams,Tee,angles,bolts washers,barbed wires,concertina coils, chain link fencing etc and other similar materials received from dismantling the material so received shall be the property of contractor after dismantling duly weighed/ measured before removing from the site in the presence of Engineer- in-charge.
M/S M L BROTHER
STUP INFRA PVT. LTD
M/S JASPAL SINGH
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