Airports Authority Of India Tender
View complete overview of Uttarakhand AAI Tender
Airports Authority Of India - AAI Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date5 Dec 2024
Closing Date26 Dec 2024
Tender Amount₹ 2,04,04,000
Costs
EMD
₹ 4,08,080Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_AAI_217936_1Tender No
AAI/DDN/ENGG(C)/Boundary wall/2024Tender Authority
Airports Authority Of India ViewPurchaser Address
-Website
http://https://www.aai.aero/
GEM & Bid Advisory Services
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Documents
BOQ Items
Supplying and Spreading of suitable earth (i/c royalty and carriage) in required thickness and desired level, spreading suitable earth in layer not exceeding 20cm in depth at Site all complete as per direction and satisfaction of Engineer-In-Charge.
3500
-
-
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)
118
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 Cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
20
-
-
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).
20
-
-
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)
285
-
-
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)
50
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases of columns, etc. for mass concrete
530
-
-
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.
320
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
Suspended floors, roofs, landings, balconies and access platform
70
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :
Lintels, beams, plinth beams, girders, bressumers and cantilevers
310
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for :
Columns, Pillars, Piers, Abutments, Posts and Struts
700
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
39500
-
-
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.
7000
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
260
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:6 (1 cement : 6 coarse sand)
250
-
-
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
300
-
-
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
2800
-
-
12 mm cement plaster of mix :
1:6 (1 cement: 6 fine sand)
1100
-
-
15 mm cement plaster on the rough side of single or half brick wall of mix :
1:6 (1 cement: 6 fine sand)
1100
-
-
6 mm cement plaster of mix :
1:3 (1 cement : 3 fine sand)
700
-
-
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 @ 0.90 litre/10 sqm)
3000
-
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
150
-
-
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)
510
-
-
Providing and fixing unplasticised rigid PVC pipe of 110mm dia (Working Pressure 4 kg/sq.cm) conforming to IS:13592 Type A, of requisite length in Brick wall / Stone Masonry/R.C.C. wall at the time of construction of wall, all complete including cutting, fixing, jointing, covering with cement mortar, etc as per direction of E.I.C. For weep holes in retaining walls.
210
-
-
Providing Structural Design & Drawings for box culvert and boundary wall inluding footing, walls, column, beam etc for the work of Construction of boundary wall and box culvert as per the layout drawings/plan as directed by Engineer‐in‐charge. The item includes preparation of sketches, structural design as per relevant IS codes and providing good for construction structural drawings etc. all complete as per the directions of Engineer-in-charge.
Note:
i) Structural design/drawings shall be vetted from Govt. Engg. College and copy of same is to be submitted.
1
-
-
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.
500
-
-
Demolishing brick work 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
110
-
-
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
15
-
-
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
5
-
-
Add for plaster drip course/ groove in plastered surface or moulding to
R.C.C. projections.
3600
-
-
Lettering with black Japan paint of approved brand and manufacture
2400
-
-
Carriage of Materials By Mechanical Transport including loading,unloading and stacking of Lime, moorum, building upto 5km
120
-
-
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
500
-
-
Brick work with available bricks (bricks provided by department) in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand) Note: Bricks would be provided by department and no extra cost on this account may be considered by agency
30
-
-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
1000
-
-
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