Airports Authority Of India has published Construction Of Perimeter Wall At Tirupati Airport . Sh Construction Of Boundary Wall At Left Out Portions Along The Periphery Of Newly Acquired Land. Submission Date for this Tender is 02-01-2021. Wall construction Tenders in AAI, Tirupati Airport Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Perimeter Wall at Tirupati Airport. SH: Construction of Boundary Wall at Left out Portions along the Periphery of Newly Acquired Land | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | Item No.1 | 1130 | cum |
| 2 | 2 | Boring, with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete (Length of pile for payment shall be measured upto to the bottom of pile cap) Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) \n300 mm dia piles.\n | Item No.2 | 1830 | metre |
| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 Cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size). | Item No.3 | 180 | cum |
| 4 | 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 m and lift upto 1.5 m. | Item No.4 | 580 | cum |
| 5 | 5 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level | Item No.5 | 420 | cum |
| 6 | 6 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level upto floor V level | Item No.6 | 250 | cum |
| 7 | 7 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | Item No.7 | 1400 | sqm |
| 8 | 8 | Centering and shuttering including strutting, propping etc. and removal of form for : \nLintels, beams, plinth beams, girders, bressumers and cantilevers | Item No.8 | 3950 | sqm |
| 9 | 9 | Centering and shuttering including strutting, propping etc. and removal of form for :\n Columns, Pillars, Piers, Abutments, Posts and Struts | Item No.9 | 1330 | Sqm |
| 10 | 10 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. \nThermo-Mechanically Treated bars | Item No.10 | 55420 | kg |
| 11 | 11 | 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 | Item No.11 | 19080 | kg |
| 12 | 12 | Brick work with non modular fly ash blocks conforming to IS:12894, class designation 10 average compressive strength in foundations upto plinth level : \n Cement mortar 1:6 (1 cement : 6 coarse sand)\n | Item No.12 | 770 | cum |
| 13 | 13 | 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 :\nCement mortar 1:6 (1 cement : 6 coarse sand) | Item No.13 | 580 | cum |
| 14 | 14 | 12 mm cement plaster of mix \n1:6 (1 cement : 6 coarse sand) | Item No.14 | 6950 | sqm |
| 15 | 15 | 15 mm cement plaster on the rough side of single or half brick wall of mix :\n1:6 (1 cement : 6 coarse sand) | Item No.15 | 6950 | sqm |
| 16 | 16 | 6 mm cement plaster of mix :\n1:3 (1 cement : 3 fine sand) | Item No.16 | 2940 | sqm |
| 17 | 17 | 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\n@ 2.20 kg/10 sqm) | Item No.17 | 13980 | sqm |
| 18 | 18 | 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. | Item No.18 | 5290 | kg |
| 19 | 19 | Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required\nIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Item No.19 | 760 | kg |
| 20 | 20 | 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\nwall with existing angle iron 'Y' shaped placed 2.4 m 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) | Item No.20 | 3000 | Metre |
| 21 | 21 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :\n-Two or more coats on new work | Item No.21 | 270 | sqm |
| 22 | 22 | Providing and fixing PVC pipe of 110 mm dia in brickwork of compound wall for reducing the wind pressure all complete | Item No.22 | 2175 | each |
| 23 | 23 | Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. | Item No.23 | 10 | per cm depth per 100 m |
| 24 | 24 | Providing and fixing AAI logo embossed on compound wall in cement mortar 1:4 , including cost of stencil , cement mortar and finishing all complete | Item No.24 | 90 | Each |
| 25 | 25 | Fixing available gate at required location in operational boundary wall i/c shifting of gate weighing of 800 Kg which is available at department store to Construction Site and erecting, keep in position including necessary concreting as directed by Engineer - in - Charge (Cost of concrete will be paid separately) | Item No.25 | 1 | Job |
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